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State Government

TRN :49056725 | 23 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for supply, delivery & installation of submspan>ersible pumspan>ping mspan>achinery and other electrical / mspan>echanical equipmspan>ent etc. including allied works for amspan>odghata water supply schemspan>e, t.w. no. vi, block: chinsura mspan>ogra, district - hooghly under electrical division, phe dte.- 1 part-a supply and delivery at site submspan>ersible pumspan>ping mspan>achinery directly coupled with wet winding type submspan>ersible mspan>otor having the following specification pumspan>p.duty condition :36 cu.mspan>trhead :58 mspan>tr.mspan>otor : submspan>ersible type 3 ph. 50 hz. 400v + 10%, mspan>os:- star deltaimspan>peller : gmspan>/ ss/ cromspan>esteelmspan>otor winding : wet type.pumspan>p outlet - 65/75/100 mspan>mspan>.(test certificate, warranty certificate along with characteristic curve should be submspan>itted at the timspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 mspan>mspan> dia columspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock systemspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 mspan>tr. long. 4 ii) 1.5 mspan>tr. long 5 iii) 80 mspan>mspan> dia top & bottomspan> adaptor 6 100 mspan>mspan> x 80 mspan>mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia mspan>.s. suspension clamspan>p for above columspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 mspan>mspan>. dia cidf sluice valve- 1 no., 80mspan>mspan> non return valve (swing type - 1 no.) pn - 1.0,80mspan>mspan> mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / mspan>s (heavy) short piece as required length, 80mspan>mspan> cidf tee - 1 no., reducer, nut bolt and other ci / mspan>s specials etc. as required as per i.s. specification and other required mspan>aterials for the job i.e. for mspan>aking comspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be submspan>itted at the timspan>e of delivery). 9 supply and delivery at site split type mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary clamspan>ping arrangemspan>ent including holes for columspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (mspan>ake : h. guru) 102 mspan>mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pumspan>p of approve mspan>ake 11 supply and delivery at site pressure gauge 102 mspan>mspan>. dia and 7 kg. /cmspan>2 range, brass cocks and fitting comspan>plete(h.guru) 12 supply and delivery at site 4 sq. mspan>mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flat submspan>ersible cable. 13 mspan>aking safety device for above pumspan>p by supplying 3 nos. suitable size mspan>s clamspan>p/ mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other mspan>aterials as per direction. 14 supply & delivery of double flanged three phase 50 hz quarter turn electrical actuator [gear case lubrication : sp68 is:13095, torch switches: 2 x 1 no / 1 nc changeover contact, positional limspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 mspan>mspan>. dia with mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainless steel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be submspan>itted at the timspan>e of delivery) 15 supply & delivery of 415 v mspan>cc cumspan> pdb. with mspan>inimspan>umspan> 2mspan>mspan> thickness and degree of protection ip - 54, conformspan>ing to is-8623 withsuitable bus bar, digital voltmspan>eter amspan>mspan>eter, contactor, delay timspan>er, mspan>cb, valve actuator starter etc. with plc logic & ups as detailed in annexure - i7.5 -12.5 hp with sds (star delta starter)panel mspan>ake : digitek / rnr industries /pce projects / opg power systemspan> / ecs.[tc / gc to be submspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. mspan>mspan>. 3 1/2 core pvc insulatedal. armspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 amspan>p. 440 v, 50 hz. tpn mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 amspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 amspan>p changeover unit 20 supply & delivery of 100 amspan>p 4 pole mspan>ccb with adjustable overload and adjacent short circuit protection including enclosures. 21 supply & delivery at site of 25 kva, 3 phase oil cooled type servo mspan>otor operated wound line voltage corrector conformspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase mspan>ain supply phase to phase 200v-500v 3 servo mspan>otor in 3 phase with all protection by mspan>cb (mspan>ake- abb / siemspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be submspan>itted at the timspan>e of delivery) 22 supply and delivery of automspan>atic plunger type chlorinator for feeding accurately automspan>atic controlled dosage of chlorine solution into the water by connecting mspan>etering pumspan>p with flow rate of water 0-100 ltr/hr. with mspan>aximspan>umspan> pressure of 10 kg./cmspan>2 suitable dosing pumspan>p and other necessary accessories on the delivery pipe line as required. the pumspan>p shall be coupled with 1/2 hp mspan>otor having 3 phase power and 1440 rpmspan> (+4%).(test certificate will be submspan>itted at the timspan>e of delivery) 23 part-binstallation of pumspan>ping mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of columspan>n pipe mspan>aking all electrical and water line interconnection comspan>plete as per direction including supply of necessary mspan>aterials as required for the work. 24 mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary mspan>aterials as bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing to comspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. mspan>mspan>. copper control cable, comspan>pensating mspan>s flange, nuts, bolts gasket and other fixing mspan>aterials as required to comspan>plete the job including necessary mspan>aking of brick pillar as per site situation with supply of necessary mspan>aterials like bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing in all respect including successfull operation along with testing of the whole installation as per entire satisfaction of eic. 26 installation with testing and comspan>mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with mspan>s shaddle, mspan>aking all electrical connection including socketing, crimspan>ping to comspan>plete the work as per direction. 27 installation of above supplied chlorinator pumspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ mspan>anual panel. this includes the cost of mspan>aking necessary brick foundation base with neat cemspan>ent finish by supplying all requered mspan>aterials and testing entire set as per direction of eic 28 mspan>aking internal electrification with 16amspan>p mspan>ain switch/mspan>cb (mspan>ake: havells/ any approved) by 1.5 sq.mspan>mspan> frlsh grade copper pvc insulated single core mspan>ultistrand wire (mspan>ake: havells/ mspan>escab/ finolex/ any approved) in pvc casing of pumspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 amspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led lamspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led lamspan>p and drawing of necessary earthing (1.0 sq.mspan>mspan>) mspan>aterial all comspan>plete as per direction eic. (led light mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [mspan>ake - philips, mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 mspan>mspan> dia 1.5 mspan>tr. long g.i pipe bracket fixed on the roof of the pumspan>p house with properly grout including mspan>aking power connection by 2 x 1.5 sq. mspan>mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq mspan>mspan> copper flexible wire), fitting fixing of 15 amspan>p switch on board with all comspan>plete as per direction of eic. 30 earthing confirmspan>ing to is: 3043 by 50mspan>mspan> dia gi pipe 3.64mspan>mspan> thick x 3.04mspan> long and 1 x 4 swggi (hot dip) wire (4 mspan>ts. long), 13mspan>mspan> dia x 80mspan>mspan> long gi bolts, double nuts, double washers including supply & fixing of 15mspan>mspan> dia gi pipe protection (1 mspan>tr long) to be filled with bitumspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 mspan>trs below the ground level and restoring surface duly ramspan>mspan>ed as below. a) for soft soilby tata - mspan>ediumspan> gi pipe 31 drawing earth by mspan>.s. flat strip (20mspan>mspan> x 3mspan>mspan>) fromspan>earth bus / electrode to above differentcomspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 amspan>p. kit kat (3 nos.)(mspan>ake : havells) with required size wooden board mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (mspan>ake : havells/ cg/ approved mspan>ake) including fitting fixing on ceiling and mspan>aking electrical connection comspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (mspan>ake: cello / supremspan>e / nilkamspan>al) 35 trial operation and guarding of whole installationas per departmspan>ental requiremspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing departmspan>ental termspan>s & conditions] 36 add: 18% gst 37 add: 1% cess

State Government

TRN :49056796 | 26 Jun, 2025

Tender Value : 0

Purulia - West Bengal

Tender for supply and fitting fixing of mspan>ain switch, pipe, fittings and other additional electro-mspan>echanical work at ohr site of puncha water supply schemspan>e under purulia mspan>echanical division phe dte.- 1 supply and delivery of 200 amspan>ps re-wireable porcelain fuse unit type tpn mspan>ain switch with steel sheet enclosure (conformspan>s: is/iec60947-1&3). (mspan>ake: approved vendor list of phed.) 2 supply and delivery of 200 amspan>p/415v. kit kat rewireable (porcelain fuse carrier & base) as per is: 2086.(mspan>ake: approved vendor list of phed.) 3 supply and delivery of 1.1kv grade 70 sq.mspan>mspan> 3.5 core xlpe insulated alumspan>iniumspan> armspan>oured cable conformspan>ing to is 7098 (part-i) 2011, with upto date amspan>endmspan>ents.(mspan>ake: approved vendor list of phed.) 4 supply and delivery of100 mspan>mspan> dia. pn 1.0. rating cast iron double flanged non- rising spindle sluice valve generally confirmspan>ing to is 14846 having body door /domspan>e/bonnet and cover of cast iron gr fg 260, spindle of is 6603, gr-12 cr-13, spindle nut & seat rings are of gunmspan>etal as per is:318 ltb 2. flanges flat faced and drilled to is:1538 part iv & vi, valves are suitable for mspan>aximspan>umspan> working pressure of 10/16 kg/sqcmspan> (seat test) and body tested to 15/24 kg/sqcmspan> 350 nb. 5 supply and delivery of 100 mspan>mspan> dia. mspan>s e.r.w. as per is: 1239 (part i & ii), thickness 5.4 mspan>mspan> 6 supply and delivery of 200 mspan>mspan> dia. mspan>s e.r.w. as per is: 1239 (part i & ii), thickness 7.1 mspan>mspan> 7 supply and delivery of 150 mspan>mspan> dia. mspan>s erw b/w elbowc class (heavy duty) 8 supply and delivery of 150 mspan>mspan> x 100 mspan>mspan> mspan>s erw reducer. 9 supply and delivery of 200 mspan>mspan> x 100 mspan>mspan> mspan>s erw reducer. 10 supply and delivery of 100 mspan>mspan> dia. 10.5 kg/cmspan>² mspan>s slipon flange (asa 150#b16.5). 11 supply and delivery of 150 mspan>mspan> dia. d.i. flange socket tailpiece. 12 supply, delivery at site and storage of bourdon type gauges with 150 mspan>mspan> dia cast alumspan>iniumspan> dial with ss internal siphon tubes, dn 15 mspan>mspan> gi imspan>pulse line withthree way cock etc.pressure gauge ( 0 - 10 kg / sq.cmspan> ) 13 comspan>pound gauge ( + 1kscg to -1kscg ) 14 mspan>s dismspan>antling joints with rubber comspan>pression ring and adjustable follower flanged comspan>plete assemspan>bled unit with galvanized stud and nuts. pn 1.0 ratings. (mspan>ake: approved mspan>ake of phed)i) dn 150 mspan>mspan> 15 dn 100 mspan>mspan> 16 wiring in 1.1 kv grade single core stranded fr pvc insulated & unsheathed copper wire (brand approved by eic) of following sizes in 25mspan>mspan> pvc casing-capping (precision mspan>ake) incl. necy. pvc clips, fittings etc.(a) 2 x 56/0.3 (4 sqmspan>mspan>) + 1 x 22/0.3 (1.5 sqmspan>mspan>) 17 supply & fixing 240 v, 16 a, 3 pin mspan>odular type plug socket (brand approved by eic) with 16a mspan>odular type switch, without plug top on 4 mspan>odule gi mspan>odular type switch board with top cover plate flushed in wall incl. s&f switch board and cover plate and mspan>aking necy. connections with pvc cu wire and earth continuity wire etc. 18 installation above supplied itemspan> no. 1.00 to 13.02 and mspan>aking pipe line with supply and fixing of all necessary nut, bolt, flange, etc. including labour charges of cutting welding by mspan>achinery tools and hire charges of generator, welding set, fuel, lubricants etc. with drawing of power cable fromspan> wbsedcl mspan>eter to mspan>ain switch to mspan>cc panel through wall/surface including s & f mspan>s clamspan>s with earthing attachmspan>ent in 2 x 10 swg gi (hot dip) wire, mspan>aking hole etc. as necy., mspan>ending good damspan>ages and painting and fixing mspan>ain switch on mspan>s angle framspan>e with double earthing arrangemspan>ent with s & f necy cable gland, lugs, nut, bolt etc. as per direction of eic. 19 add gst @ 18% 20 add cess @ 1%

corporations/Associations/Others

TRN :49056804 | 23 May, 2025

Tender Value : 18.27 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for annual civil & electrical mspan>&r work for residential building situated at 20-clive road hydel colony, prayagraj - earth work in excavation by mspan>echanical mspan>eans (hydraulic excavator) / mspan>anual mspan>eans in foundation trenches or drains (not exceeding 1.5 mspan> in width or 10 sqmspan> on plan), including dressing of sides and ramspan>mspan>ing of bottomspan>s, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mspan>. for all kinds of soil. 2 supplying and filling in plinth withsand under floors, including watering, ramspan>mspan>ing, consolidating and dressing comspan>plete. 3 surface dressing of the ground including remspan>oving vegetation and in-equalities not exceeding 15 cmspan> deep and disposal of rubbish, lead up to 50 mspan> and lift up to 1.5 mspan>. for all kinds of soil. 4 excavating, supplying, stacking and filling of local earth by mspan>echanical transport upto a lead of 5kmspan> also including ramspan>mspan>ing and watering of the earth in layers not exceeding 20 cmspan> in foundation trenches, plinth, sides of foundation etc. comspan>plete for all lift. 5 providing and laying in position cemspan>ent concrete of grade 1:1½:3 (1 cemspan>ent: 1½ coarse sand (zone-iii) derived fromspan> natural sources : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position cemspan>ent concrete of grade1:2:4 (1 cemspan>ent : 2 coarse sand (zone-iii) derived fromspan> natural sources : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 7 providing and laying in position cemspan>ent concrete of grade 1:5:10 (1 cemspan>ent : 5 fine sand derived fromspan> natural sources : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size derived fromspan> natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 8 providing and laying cemspan>ent concrete 1:1½:3 (1 cemspan>ent: 1½ coarse sand(zone-iii) derived fromspan> natural sources : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources) in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 9 providing and fixing up to floor five level precast cemspan>ent concrete 1:1.5:3 (1 cemspan>ent : 1.5 coarse sand(zone-iii) derived fromspan> natural sources : 3 graded stone aggregate 20mspan>mspan> nomspan>inal size derived fromspan> natural sources) string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand), cost of required centering comspan>plete. 10 providing and laying damspan>p-proof course 40mspan>mspan> thick with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand (zone-iii) derived fromspan> natural sources : 4 graded stone aggregate 12.5mspan>mspan> nomspan>inal size derived fromspan> natural sources) 11 extra for providing and mspan>ixing water proofing mspan>aterial in cemspan>ent concrete work in doses by weight of cemspan>ent as per mspan>anufacturers specification. 12 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent : 3 coarse sand (zone-iii) derived fromspan> natural sources : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources) over 75mspan>mspan> thick bed of dry brick ballast 40 mspan>mspan> nomspan>inal size, well ramspan>mspan>ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smspan>ooth. 13 providing and laying in positiongrade 1:1.5:3 (1 cemspan>ent : 1.5 coarse sand (zone-iii) derived fromspan> natural sources : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources) of reinforced cemspan>ent concrete, excluding the cost of centering, shuttering, finishing and reinforcemspan>ent - all work up to plinth level : 14 providing and laying in positiongrade 1:2:4 (1 cemspan>ent : 2 coarse sand (zone-iii) derived fromspan> natural sources : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources) of reinforced cemspan>ent concrete, excluding the cost of centering, shuttering, finishing and reinforcemspan>ent - all work up to plinth level : 15 reinforced cemspan>ent concrete 1:1.5:3 (1 cemspan>ent : 1.5 coarse sand(zone-iii) derived fromspan> natural sources : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources)work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columspan>ns, pillars, piers, abutmspan>ents, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcemspan>ent : 16 reinforced cemspan>ent concrete work in beamspan>s, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcemspan>ent with 1:1.5:3 (1 cemspan>ent : 1.5 coarse sand(zone-iii) derived fromspan> natural sources : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural sources). 17 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for foundations, footings, bases of columspan>ns, etc. for mspan>ass concrete 18 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> forsuspended floors, roofs, landings, balconies and access platformspan> 20 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for shelves (cast in situ) 21 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for lintels, beamspan>s, plinth beamspan>s, girders, bressumspan>ers and cantilevers 22 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for columspan>ns, pillars, piers, abutmspan>ents, posts and struts 23 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for stairs, (excluding landings) except spiral-staircases 24 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for spiral staircases (including landing) 25 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for smspan>all lintels not exceeding 1.5 mspan> clear span, mspan>oulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 26 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for smspan>all surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columspan>ns and the like 27 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for weather shade, chajjas, corbels etc., including edges 28 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for suspended floors, roofs, landings, balconies and access platformspan> with water proof ply 12 mspan>mspan> thick 29 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for lintels, beamspan>s, plinth beamspan>s, girders, bressumspan>ers and cantilevers with water proof ply 12 mspan>mspan> thick 30 mspan>ild steel and mspan>ediumspan> tensile steel bars for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete upto plinth level. 31 mspan>ild steel and mspan>ediumspan> tensile steel bars for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete above plinth level. 32 smspan>ooth finishing of the exposed surface of r.c.c. work with 6 mspan>mspan> thick cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 fine sand). 33 add for plaster drip course/ groove in plastered surface or mspan>oulding to r.c.c. projections. 34 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in foundation and plinth in cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 35 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 36 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in foundations and plinth in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) 37 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) 38 providing and fixing 18 mspan>mspan> thick granite stone slab of colour black, cherry/ruby red gang saw cut, mspan>irror polished, premspan>oulded and prepolished, mspan>achine cut for kitchen platformspan>s, vanity counters, window sills, facias and simspan>ilar locations of required size, approved shade, colour and texture laid over 20 mspan>mspan> thick base cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), joints treated with white cemspan>ent, mspan>ixed with mspan>atching pigmspan>ent, epoxy touch ups, including rubbing, curing, mspan>oulding and polishing of edges to give high gloss finish etc. comspan>plete at all levels (area of slab over 0.50 sqmspan>) 39 providing edge mspan>oulding to 18 mspan>mspan> thick granite workcounters, vanities etc., including mspan>achine polishing to edge to give high gloss finish etc. comspan>plete as per design approved by engineer-in-charge. 40 extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platformspan>, vanity counter and simspan>ilar location in mspan>arble/ granite/ stone work, including necessary holes for pillar taps etc. including mspan>oulding, rubbing and polishing of cut edges etc. comspan>plete. 41 providing and fixing plywood 4 mspan>mspan> thick, one side decorative veneer conformspan>ing to is: 1328 (type-1), for plain lining / cladding with necessary screws, including primspan>ing coat on unexposed surface with : 42 providing and fixing 4mspan>mspan> thick coir veneer board, isi mspan>arked is : 14842, plain lining with necessary screws, primspan>ing coat on unexposed surface etc., comspan>plete. 43 providing and fixing ist quality ceramspan>ic glazed wall tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 44 providing second class teak wood work in framspan>es of doors, windows, clerestory windows and other framspan>es, wrought framspan>ed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 45 providing and fixing 2nd class teak wood size 50x12 mspan>mspan> mspan>oulded beading to door and window framspan>es with iron screws, plugs and primspan>ing coat on unexposed surface etc. comspan>plete : 46 providing and fixing second class teak wood panelled or panelled and glazed 30 mspan>mspan> thick shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all comspan>plete as per direction of engineer-in-charge. (note:- butt hingesand necessary screwsshall be paid separately) 47 providing and fixing alumspan>iniumspan> die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, emspan>bossed on the body, door weight upto 35 kg and door width upto 700 mspan>mspan>), with necessary accessories and screws etc. comspan>plete. 48 providing and fixing alumspan>iniumspan> extruded section body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, emspan>bossed on the body, door weight upto 36 kg to 80 kg and door width fromspan> 701 mspan>mspan> to 1000 mspan>mspan>), with double speed adjustmspan>ent with necessary accessories and screws etc. comspan>plete. 49 providing and fixing30mspan>mspan> thick glazed shutters for doors, windows and clerestory windows using 4 mspan>mspan> thick float glass panes (weight not less than 10 kg per sqmspan>) fixing with isi mspan>arked mspan>.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned and chemspan>ically treated hollock wood) 50 providing and fixing35mspan>mspan> thick glazed shutters for doors, windows and clerestory windows using 4 mspan>mspan> thick float glass panes (weight not less than 10 kg per sqmspan>) fixing with isi mspan>arked mspan>.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned selected planks of sheeshamspan> wood) 51 providing and fixing30mspan>mspan> thick glazed shutters for doors, windows and clerestory windows using 4 mspan>mspan> thick float glass panes (weight not less than 10 kg per sqmspan>) fixing with isi mspan>arked mspan>.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned selected planks of sheeshamspan> wood) 52 providing and fixing30mspan>mspan> thick panelled or panelled & glazed shutters for cup board using 4 mspan>mspan> thick float glass panes (weight not less than 10 kg per sqmspan>) fixing with isi mspan>arked mspan>.s. pressed butt hinges bright finished of required size with necessary screws.(second class teak wood including isi mspan>arked anodised alumspan>iniumspan> butt hinges with necessary screws) 53 providing and fixing isi mspan>arked 35mspan>mspan> thick flush door shutters conformspan>ing to is : 2202 (part i) decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters ( including isi mspan>arked stainless steel butt hinges with necessary screws) 54 providing and fixing isi mspan>arked 30mspan>mspan> thick flush door shutters conformspan>ing to is : 2202 (part i) decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters ( including isi mspan>arked stainless steel butt hinges with necessary screws) 55 providing and fixing isi mspan>arked 35mspan>mspan> thick flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters ( including isi mspan>arked stainless steel butt hinges with necessary screws) 56 extra for providing and fixing flush doors with on one side only decorative veneering instead of non decorative isi mspan>arked flush door shutters conformspan>ing to is: 2202 (part i) 57 providing and fixing 12mspan>mspan> dia chromspan>iumspan> plated brass curtain rod having wall thickness of 1.25mspan>mspan> with two chromspan>iumspan> plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary comspan>plete : 58 providing and fixing 20mspan>mspan> dia chromspan>iumspan> plated brass curtain rod having wall thickness of 1.25mspan>mspan> with two chromspan>iumspan> plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary comspan>plete : 59 providing and fixing 25mspan>mspan> dia chromspan>iumspan> plated brass curtain rod having wall thickness of 1.25mspan>mspan> with two chromspan>iumspan> plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary comspan>plete : 60 providing and fixing 20mspan>mspan> dia (heavy type) nickel plated mspan>.s. pipe curtain rods with nickel plated brackets : 61 providing and fixing 25mspan>mspan> dia (heavy type) nickel plated mspan>.s. pipe curtain rods with nickel plated brackets : 62 providing and fixing hard drawn steel wire fabric 75x25 mspan>mspan> mspan>esh of weight not less than 7.75 kg per sqmspan> to window framspan>es etc. including 62x19 mspan>mspan> beading of second class teak wood and primspan>ing coat with approved steel primspan>er all comspan>plete. 63 providing and fixing 125x65x2.12 mspan>mspan> isi mspan>arked is:1341 oxidised mspan>.s. pressed butt hinges with necessary screws etc. comspan>plete. (copper oxidised as per is 1378) 64 providing and fixing 100x58x1.90 mspan>mspan>isi mspan>arked is:1341 oxidised mspan>.s. pressed butt hinges with necessary screws etc. comspan>plete. (copper oxidised as per is 1378) 65 providing and fixing 75x47x1.70 mspan>mspan>isi mspan>arked is:1341 oxidised mspan>.s. pressed butt hinges with necessary screws etc. comspan>plete. (copper oxidised as per is 1378) 66 providing and fixing 50x37x1.50 mspan>mspan>isi mspan>arked is:1341 oxidised mspan>.s. pressed butt hinges with necessary screws etc. comspan>plete. (copper oxidised as per is 1378) 67 providing and fixing 150 mspan>mspan> isi mspan>arked oxidised mspan>.s. single acting spring hinges with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 68 providing and fixing 125 mspan>mspan> isi mspan>arked oxidised mspan>.s. single acting spring hinges with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 69 providing and fixing 100 mspan>mspan> isi mspan>arked oxidised mspan>.s. single acting spring hinges with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 70 providing and fixing 250x16 mspan>mspan> isi mspan>arked oxidised mspan>.s. sliding door bolts with nuts and screws etc. comspan>plete (copper oxidised as per is 1378) 71 providing and 250x10 mspan>mspan> fixing isi mspan>arked oxidised mspan>.s. tower bolt black finish, (barrel type) with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 72 providing and 200x10 mspan>mspan> fixing isi mspan>arked oxidised mspan>.s. tower bolt black finish, (barrel type) with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 73 providing and 150x10 mspan>mspan> fixing isi mspan>arked oxidised mspan>.s. tower bolt black finish, (barrel type) with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 74 providing and 100x10 mspan>mspan> fixing isi mspan>arked oxidised mspan>.s. tower bolt black finish, (barrel type) with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 75 providing and fixing isi mspan>arked 85x42 mspan>mspan> oxidised mspan>.s. pull bolt lock conformspan>ing to is : 7534 with necessary screws bolts, nut and washers etc. comspan>plete (copper oxidised as per is 1378). 76 providing and fixing 125 mspan>mspan> isi mspan>arked oxidised mspan>.s. handles conformspan>ing to is:4992 with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 77 providing and fixing 100 mspan>mspan> isi mspan>arked oxidised mspan>.s. handles conformspan>ing to is:4992 with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 78 providing and fixing 75 mspan>mspan> isi mspan>arked oxidised mspan>.s. handles conformspan>ing to is:4992 with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 79 providing and fixing 150 mspan>mspan> oxidised mspan>.s. hasp and staple (safety type) conformspan>ing to is : 363 with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 80 providing and fixing 115 mspan>mspan> oxidised mspan>.s. hasp and staple (safety type) conformspan>ing to is : 363 with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 81 providing and fixing 90 mspan>mspan> oxidised mspan>.s. hasp and staple (safety type) conformspan>ing to is : 363 with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 82 providing and fixing 300 mspan>mspan> (weighing not less than 330 gramspan>s) oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete (copper oxidised as per is 1378) 83 providing and fixing 125mspan>mspan> special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. comspan>plete. 84 providing and fixing 100mspan>mspan> special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. comspan>plete. 85 providing and fixing 75mspan>mspan> special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. comspan>plete. 86 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. comspan>plete. 87 providing and fixing triple strip vertical type mspan>agnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. comspan>plete. 88 providing and fixing double strip (horizontal type) mspan>agnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. comspan>plete. 89 providing and fixing factory mspan>ade upvc door framspan>e mspan>ade of upvc extruded sections having an overall dimspan>ension as below (tolerance ±1mspan>mspan>),with wall thickness 2.0 mspan>mspan> (± 0.2 mspan>mspan>), corners of the door framspan>e to be jointed with galvanized brackets and stainless steel screws, joints mspan>itred and plastic welded. the hinge side vertical of the framspan>es reinforced by galvanized mspan>.s. tube of size 19 x 19 mspan>mspan> and 1mspan>mspan> (± 0.1 mspan>mspan>) wall thickness and 3 nos. stainless steel hinges fixed to the framspan>e comspan>plete as per mspan>anufacturer’s specification and direction of engineer- in-charge (extruded section profile size 48x40 mspan>mspan>) 90 providing and fixing factory mspan>ade upvc door framspan>e mspan>ade of upvc extruded sections having an overall dimspan>ension as below (tolerance ±1mspan>mspan>),with wall thickness 2.0 mspan>mspan> (± 0.2 mspan>mspan>), corners of the door framspan>e to be jointed with galvanized brackets and stainless steel screws, joints mspan>itred and plastic welded. the hinge side vertical of the framspan>es reinforced by galvanized mspan>.s. tube of size 19 x 19 mspan>mspan> and 1mspan>mspan> (± 0.1 mspan>mspan>) wall thickness and 3 nos. stainless steel hinges fixed to the framspan>e comspan>plete as per mspan>anufacturer’s specification and direction of engineer- in-charge (extruded section profile size 42x50 mspan>mspan>) 91 providing and fixing 12 mspan>mspan> thick fire retardant plywood conformspan>ing to is: 5509 panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be mspan>easured). panelling for panelled or panelled and glazed shutters 25 mspan>mspan> to 40 mspan>mspan> thick. 92 providing and fixing cup board shutters 25 mspan>mspan> thick, with pre-lamspan>inated flat pressed three layer particle board or graded wood particle board is: 12823 mspan>arked, exterior grade (grade l type ll), having one side decorative lamspan>ination and other side balancing lamspan>ination, including iind class teak wood lipping of 25 mspan>mspan> wide x12 mspan>mspan> thick with necessary screws and bright finished stainless steel piano hinges, comspan>plete as per direction of the engineer-in-charge 93 providing and fixing alumspan>inumspan> u beading of required size to pre-lamspan>inated/flush door shutter, including fixing etc. comspan>plete as per direction of engineer-in-charge. 94 providing and fixing casemspan>ent handle mspan>ade of zinc alloyed (white powder coated) for upvc casemspan>ent window with necessary screws etc. comspan>plete. 95 providing and fixing zinc alloyed (white powder coated) touch lock for upvc sliding window with necessary screws etc. comspan>plete. 96 providing and fixing steel roller for upvc sliding window with necessary screws etc. comspan>plete. 97 providing and fixing steel roller for upvc sliding door with necessary screws etc. comspan>plete. 98 providing and fixing steel (white power coated) crescent lock for upvc sliding window/ door with necessary screws etc. comspan>plete. 99 providing and fixing 18mspan>mspan> thick both sides pre-lamspan>inated cemspan>ent bonded wood particle board as per is : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all comspan>plete as per direction of engineer-in-charge (note: fittings to be paid separately). 100 providing and fixing 6mspan>mspan> thick both sides pre-lamspan>inated cemspan>ent bonded wood particle board as per is : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all comspan>plete as per direction of engineer-in-charge. 101 providing and fixing cupboard shutter with 19mspan>mspan> thick one side decorative and other side balancing lamspan>ination factory pressed bwp grade mspan>arine ply as per is 710 of approved brand including 2mspan>mspan> thick pvc edge banding tape with hot glue by edge bending mspan>achine etc. with auto closing spring loaded hinges (hydraulic type) etc. comspan>plete as per direction of engineer-in-charge.(paymspan>ent of providing and fixing auto closing hinges shall be paid separately) 102 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primspan>ing coat of approved steel primspan>er all comspan>plete. 103 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mspan>mspan> and braced with flat iron diagonals 20x5 mspan>mspan> size, with top and bottomspan> rail of t-iron 40x40x6 mspan>mspan>, with 40 mspan>mspan> dia steel pulleys, comspan>plete with bolts, nuts, locking arrangemspan>ent, stoppers, handles, including applying a primspan>ing coat of approved steel primspan>er. 104 providing and fixing 1mspan>mspan> thick mspan>.s. sheet door with framspan>e of 40x40x6 mspan>mspan> angle iron and 3 mspan>mspan> mspan>.s. gusset plates at the junctions and corners, all necessary fittings comspan>plete, including applying a primspan>ing coat of approved steel primspan>er.(using mspan>.s. angels 40x40x6 mspan>mspan> for diagonal braces) 105 providing and fixing stainless steel ( grade 304) railing mspan>ade of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and mspan>aking curvature (wherever required) and fitting the samspan>e with necessary stainless steel nuts and bolts comspan>plete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangemspan>ent as per approval of engineer-in-charge, (for paymspan>ent purpose only weight of stainless steel mspan>emspan>bers shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 106 providing and fixing angle iron framspan>es for doors, windows and ventilators of mspan>ild steel angle sections of size 35x35x5 mspan>mspan>, joints mspan>itred and welded by angle iron 35x35x5 mspan>mspan> or 35x 5 mspan>mspan> flat pieces to the existing t-iron framspan>e or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er, all comspan>plete as per the direction of engineer-in-charge. 107 brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mspan>mspan> cemspan>ent mspan>ortar with 1:6 (1cemspan>ent : 6 coarse sand) including filling the joints with samspan>e mspan>ortar, with comspan>mspan>on burnt clay non mspan>odular bricks: 108 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mspan>mspan> mspan>ud mspan>ortar, including filling joints with jamspan>una sand, with comspan>mspan>on burnt clay non mspan>odular bricks. 109 40 mspan>mspan> thick with 20 mspan>mspan> nomspan>inal size stone aggregate cemspan>ent concrete flooring 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cemspan>ent, including cemspan>ent slurry, but excluding the cost of nosing of steps etc. comspan>plete. 110 18 mspan>mspan> thick cemspan>ent plaster skirting up to 30 cmspan> height, with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand), finished with a floating coat of neat cemspan>ent. 111 providing and laying ceramspan>ic glazed floor tiles of size 300x300 mspan>mspan> (thickness to be specified by the mspan>anufacturer) of 1st quality conformspan>ing to is : 15622 of approved mspan>ake in colours such as white, ivory, grey, fumspan>e red brown, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3 kg/sqmspan> including pointing the joints with white cemspan>ent and mspan>atching pigmspan>ent etc., comspan>plete. 112 cemspan>ent concrete pavemspan>ent with 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete. 113 25 mspan>mspan> thick kota stone slab flooring over 20 mspan>mspan> (average) thick base laid over and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slab, including rubbing and polishing comspan>plete with base of cemspan>ent mspan>ortar 1 : 4 (1 cemspan>ent : 4 coarse sand) : 114 deduct for not using 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cemspan>ent slurry @ 3.3 kg/ sqmspan>. 115 fixing glazed/ ceramspan>ic/ vitrified floor tiles with cemspan>ent based high polymspan>er mspan>odified quick-set tile adhesive (water based) conformspan>ing to is: 15477, in average 3mspan>mspan> thickness. 116 kota stone slabs 20 mspan>mspan> thick in risers of steps, skirting, dado and pillars laid on 12 mspan>mspan> (average) thick cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand) and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slabs, including rubbing and polishing comspan>plete. 117 providing and fixing 1st quality ceramspan>ic glazed floor tiles conformspan>ing to is : 15622 (thickness to be specified by the mspan>anufacturer ) of approved mspan>ake in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge in skirting, risers of steps and dados over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan> including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 118 providing and laying ceramspan>ic glazed floor tiles of size 300x300 mspan>mspan> (thickness to be specified by the mspan>anufacturer), of 1st quality conformspan>ing to is : 15622, of approved mspan>ake, in all colours, shades, except white, ivory, grey, fumspan>e red brown, laid on 20 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3 kg/ sq.mspan> including pointing the joints with white cemspan>ent and mspan>atching pigmspan>ents etc., comspan>plete. 119 providing and laying vitrified floor tiles size 600x600 mspan>mspan>(thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is: 15622, of approved mspan>ake, in all colours and shades, laid on 20mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3 kg/ sqmspan>including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc., comspan>plete. 120 providing 1 mspan>mspan> thick with zinc coating not less than 275 gmspan>/ mspan>² corrugated g.s. sheet roofing including vertical / curved surface fixed with polymspan>er coated j or l hooks, bolts and nuts 8 mspan>mspan> diamspan>eter with bitumspan>en and g.i. limspan>pet washers or with g.i. limspan>pet washers filled with white lead, including a coat of approved steel primspan>er and two coats of approved paint on overlapping of sheets comspan>plete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 121 mspan>aking khurras 45x45 cmspan> with average mspan>inimspan>umspan> thickness of 5 cmspan> cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate of 20 mspan>mspan> nomspan>inal size) over p.v.c. sheet 1 mspan> x1 mspan> x 400 mspan>icron, finished with 12 mspan>mspan> cemspan>ent plaster 1:3 (1 cemspan>ent : 3 coarse sand) and a coat of neat cemspan>ent, rounding the edges and mspan>aking and finishing the outlet comspan>plete. 122 providing & fixing 0.56 mspan>mspan>, alumspan>iniumspan> color coated troughed profile with center to center pitch of 200 mspan>mspan>, depth of 32 mspan>mspan>, overall profile width1092 mspan>mspan>, cover width 1000mspan>mspan> at all heights, levels and locations colour finish alumspan>iniumspan> alloy roofing sheets of alloyis designation31500, temspan>per hx8 conformspan>ing to is 737 and dimspan>ensions as per is code 2676 with characteristics of good formspan>ability and corrosion resistance. the profile sheets shall be fixed to truss mspan>emspan>bers in slope or required pitch or curvature with hex cap headed self drilling/tapping stainless steel screws mspan>6, 50 mspan>mspan> long with 3 mspan>mspan> epdmspan> seal washer etc. all inclusive of labour, scaffolding, t&p and sundries etc. comspan>plete as per directions of the engineer-in-charge. (cost of truss/framspan>e work shall be paid separately). 123 providing and fixing precoated/mspan>ill finish alumspan>iniumspan> ridges plain (500- 600mspan>mspan>) of pre-coated colour or mspan>ill finishalumspan>iniumspan> roofing accessories in 0.71 mspan>mspan> thickness ,alloy 31500 (is designation) [alumspan>iniumspan> alloy (aa) 3004 (iso designation)]for color, coating shall be 5-7 mspan>icrons epoxy primspan>er on both sides of the sheet and polyester top coat 15-18 mspan>icrons, using self drilling/tapping ss screws of size 6 x 50mspan>mspan> with 3mspan>mspan> thick epdmspan> seal and ss plain washer comspan>plete : 124 providing 10 mspan>mspan> thick plaster of paris (gypsumspan> anhydrous) flat surfaces ceiling up to a height of 5 mspan> above floor level, over first class kail wood strips 25x6 mspan>mspan> with 10 mspan>mspan> gap in between and reinforced with rabbit wire mspan>esh fixed to wooden framspan>e (framspan>e work to be paid separately): 125 12.5 mspan>mspan> thick fully perforated gypsumspan> board tile mspan>ade fromspan> plasterboard having glass fibre conformspan>ing to is: 2095 part i, of size 595x595 mspan>mspan>, having perforation of 9.7x9.7 mspan>mspan> at 19.4 mspan>mspan> c/c with center borders of 48 mspan>mspan> and the side borders of 30 mspan>mspan>, backed with non woven tissue on the back side, having an nrc (noise reduction coefficient) of 0.79, with 50 mspan>mspan> resin bonded glass wool backing. 126 12 mspan>mspan> cemspan>ent plaster of mspan>ix :1:4 (1 cemspan>ent: 4 fine sand) 127 12 mspan>mspan> cemspan>ent plaster of mspan>ix :1:6 (1 cemspan>ent: 6 fine sand) 128 12 mspan>mspan> cemspan>ent plaster finished with a floating coat of neat cemspan>ent of mspan>ix : 1:3 (1 cemspan>ent: 3 fine sand) 129 12 mspan>mspan> cemspan>ent plaster finished with a floating coat of neat cemspan>ent of mspan>ix : 1:4 (1 cemspan>ent: 4 fine sand) 130 6 mspan>mspan> cemspan>ent plaster of mspan>ix : 1:3 (1 cemspan>ent : 3 fine sand) 131 neat cemspan>ent punning. 132 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than50 gramspan>/litre of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour : 133 finishing walls for new work (two or mspan>ore coats applied @ 3.84 kg/10 sqmspan>) with water proofing cemspan>ent paint of required shade : 134 finishing walls for new work (two or mspan>ore coat applied @ 1.67 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 0.90 litre/10 sqmspan>) with acrylic smspan>ooth exterior paint of required shade : 135 finishing walls for new work (two or mspan>ore coats applied @ 1.43 litre/ 10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 0.90 litre/10 sqmspan>. with ready mspan>ixed premspan>iumspan> acrylic emspan>ulsion paint (comspan>pany depot tinted) having voc less than 50 gmspan>/litre and uv resistance as per is 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shadewith silicon additives. 136 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand and mspan>anufacture on resinous wood and plywood 137 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 138 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel work (second coat) 139 painting (two or mspan>ore coats) on 100mspan>mspan> diamspan>eter rain water, soil waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour over a primspan>ing coat of approved steel primspan>er on new work. 140 painting (two or mspan>ore coats) on 150mspan>mspan> diamspan>eter rain water, soil waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour over a primspan>ing coat of approved steel primspan>er on new work. 141 painting two or mspan>ore coats on new work over an under coat of suitable shade with ordinary paint of approved brand and mspan>anufacture with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade : 142 polishing on new wood work with ready mspan>ixed wax polish of approved brand and mspan>anufacture : 143 lettering with black japan paint of approved brand and mspan>anufacture 144 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 145 distemspan>pering for old work (one or mspan>ore coats) with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturerincluding applying additional coats wherever required to achieve even shade and colour 146 applying primspan>ing coats with water thinnable cemspan>ent primspan>er on wall surface having voc content less than 50 gramspan>s/litre of approved brand and mspan>anufacture. 147 6 mspan>mspan> plaster on cemspan>ent concrete or reinforced cemspan>ent concrete work with white cemspan>ent based polymspan>er mspan>odified self curing mspan>ortar of approved mspan>ake as per the direction of engineer-in-charge. 148 remspan>oving white or colour wash by scrapping and sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete 149 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 150 polishing on old wood work with ready mspan>ade wax polish of approved brand and mspan>anufacture : 151 painting (one or mspan>ore coats) with black japan paint of approved brand and mspan>anufacture to give an even shade. 152 finishing walls for old work (two or mspan>ore coat applied @ 1.67 ltr/ 10 sqmspan>) on existing cemspan>ent paint surface with acrylic smspan>ooth exterior paint of required shade : 153 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> with cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 fine sand) in patches of area 2.5 sq.mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per direction of engineer-in-charge. 154 fixing door chowkhats in existing opening including emspan>bedding chowkhats in floors or walls cutting mspan>asonry for holdfasts, emspan>bedding hold fasts in cemspan>ent concrete blocks of size 15 x 10 x 10 cmspan> with cemspan>ent concrete 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size), painting two coats of approved wood preservative to sides of chowkhats and mspan>aking good the damspan>ages to walls and floors as required comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per direction of engineer-in-charge. 155 fixing chowkhat in existing opening in brick/ rcc wall with dash fasteners/chemspan>ical fasteners of appropriate size (3 nos on each vertical mspan>emspan>ber of door chowkhat and 2 nos on each vertical mspan>emspan>ber of window chowkhats), including cost of dash fasteners/ chemspan>ical fastener. 156 mspan>aking the opening for door/ window/ clerestory window in brick mspan>asonry including dismspan>antling in floor or walls by cutting mspan>asonry and mspan>aking good the damspan>ages to walls, flooring and jamspan>bs comspan>plete, to mspan>atch existing surface i/c disposal of mspan>ulba/ rubbish to the nearest mspan>unicipal dumspan>ping ground, all comspan>plete as per direction of engineer-in-charge. 157 renewing float glass panes of nomspan>inal thickness 4 mspan>mspan> (weight not less than 10kg/sqmspan>) with putty and nails wherever necessary including racking out the old putty: 158 renewing float glass panes of nomspan>inal thickness 5 mspan>mspan> (weight not less than 12.5kg/sqmspan>) with putty and nails wherever necessary including racking out the old putty: 159 renewal of old putty of glass panes (length) 160 refixing old glass panes with putty and nails 161 fixing old glass panes with wooden fillets (excluding cost of fillets) 162 renewing bottomspan> rail and/or top runner of collapsible gate including mspan>aking good all damspan>ages and applying primspan>ing coat of zinc chromspan>ate yellow primspan>er of approved brand and mspan>anufacturer. 163 pumspan>ping out water caused by springs, tidal or river seepage, broken water mspan>ains or drains and the like. 164 providing and fixing 20 mspan>mspan> diamspan>eter. brass curtain rods ofwall thickness 1.25 mspan>mspan> with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary comspan>plete. 165 repair to plaster of thickness 12mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sqmspan> and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cemspan>ent based polymspan>er mspan>odifiedself curing mspan>ortar, including disposal of rubbish, all comspan>pleteas per the direction of engineer-in-charge. 166 cleaning and desilting of gully trap chamspan>ber, including remspan>oval of rubbish mspan>ixed with earth etc. and disposal of samspan>e, all as per the direction of engineer-in-charge. 167 disconnecting damspan>aged overhead/terrace pvc water storage tankof any size fromspan> water supply line and remspan>oving fromspan> the terrace including shifting at ground level as per direction of engineer-in-charge. 168 providing & fixing orissa pattern w.c pan of size 580x440 mspan>mspan> white vitreous china water closet squatting pan (indian type) along withs or p trap including dismspan>antling of old wc seat and s or p trap at site comspan>plete with all operations including all necessary mspan>aterials, labour and disposal of dismspan>antled mspan>aterial i/c mspan>alba, all comspan>plete as per the direction of engineer-in charge. 169 dismspan>antlingw.c.pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in-charge. 170 dismspan>antling 15 to 40 mspan>mspan> dia g.i. pipe including stacking of dismspan>antled pipes (within 50 mspan>etres lead) as per direction of engineer-in-charge.(a) internal work- exposed on wall 171 taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door framspan>es, including replacemspan>ent of hinges with screws, etc. as required, all comspan>plete as per the direction of the engineer-in-charge. 172 demspan>olishing limspan>e concrete mspan>anually/ by mspan>echanical mspan>eans and disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer- in-charge. 173 demspan>olishing nomspan>inal cemspan>entconcrete 1:3:6 or richer mspan>ix (i/c equivalent design mspan>ix mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 174 demspan>olishing nomspan>inal cemspan>entconcrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 175 demspan>olishing r.c.c. work mspan>anually/ by mspan>echanical mspan>eans including stacking of steel bars and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer - in- charge. 176 demspan>olishing brick work in cemspan>ent mspan>ortar mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 177 remspan>oving mspan>ortar fromspan> bricks in fromspan> brick work in cemspan>ent mspan>ortar and cleaning bricks including stacking within a lead of 50 mspan> (stacks of cleaned bricks shall be mspan>easured): 178 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter of area 3 sq. mspan>etres and below including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 179 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter of area beyond 3 sq. mspan>etres including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 180 taking out doors, windows and clerestory window shutters (steel or wood) of area 3 sq. mspan>etres and belowincluding stacking within 50 mspan>etres lead : 181 taking out doors, windows and clerestory window shutters (steel or wood) of area beyond 3 sq. mspan>etres including stacking within 50 mspan>etres lead : 182 dismspan>antling for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan>work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 183 dismspan>antling for thickness of tiles above 25 mspan>mspan> and up to 40 mspan>mspan>work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 184 demspan>olishing dry brick pitching in floors, drains etc. including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead : 185 dismspan>antling g.s. sheetroofingincludingridges,hips,valleysandguttersetc., and stacking the mspan>aterial within 50 mspan>etres lead of: 186 dismspan>antling asbestos cemspan>ent sheetroofingincludingridges,hips,valleysandguttersetc., and stacking the mspan>aterial within 50 mspan>etres lead of: 187 dismspan>antling tiled roofing with battens, boarding etc. comspan>plete includingstackingofserviceablemspan>aterialanddisposalofunserviceable mspan>aterial within 50 mspan>etres lead. 188 dismspan>antlingbarbedwireorflexiblewireropeinfencingincludingmspan>aking rolls and stacking within 50 mspan>etres lead. 189 dismspan>antling40 mspan>mspan> thick precast concrete orstone slabsin walls, partition walls etc. including stacking within 50 mspan>etres lead : 190 dismspan>antling40 mspan>mspan> to 75mspan>mspan>thick precast concrete orstone slabsin walls, partition walls etc. including stacking within 50 mspan>etres lead : 191 dismspan>antling cemspan>ent asbestos or other hard board ceiling or partition wallsincludingstackingofserviceablemspan>aterialsanddisposalof unserviceable mspan>aterials within 50 mspan>etres lead. 192 dismspan>antling of flushing cistern of all types(c.i./pvc/vitrious china) includingstackingofusefulmspan>aterialsnearthesiteanddisposalofunserviceable mspan>aterials within 50 mspan>etres lead. 193 dismspan>antling old plaster or skirting raking out joints and cleaning the surfaceforplasterincludingdisposalofrubbishtothedumspan>ping ground within 50 mspan>etres lead. 194 dismspan>antlingalumspan>iniumspan>/gypsumspan>partitions,doors,windows,fixed glazing and false ceiling including disposal of unserviceable mspan>aterial andstackingofserviceablemspan>aterialwithin50mspan>etersleadas directed by engineer-in-charge. 195 disposal of building rubbish / mspan>alba / simspan>ilar unserviceable, dismspan>antled or waste mspan>aterials by mspan>echanical mspan>eans, including loading, transporting, unloading to approved mspan>unicipal dumspan>ping groundorasapprovedbyengineer-in-charge,beyond50mspan>initial lead, for all leads including all lifts involved. 196 cuttingroadandmspan>akinggoodthesamspan>eincludingsupplyofextra quantities of mspan>aterials i.e. aggregate, mspan>oorumspan> screening, red bajri and labour (required.bitumspan>inous portion) 197 paintingroadsurfacemspan>arking for new work (two or mspan>ore coats) withadequatenosofcoatstogive uniformspan> finish with ready mspan>ixed road mspan>arking paint conformspan>ing to is : 164, on bitumspan>inous surface in white/yellow shade, including cleaning thesurfaceofalldirt,scales,oil,greaseandforeignmspan>aterialetc. comspan>plete. 198 paintingroadsurfacemspan>arking for old work (one or mspan>ore coats) withadequatenosofcoatstogive uniformspan> finish with ready mspan>ixed road mspan>arking paint conformspan>ing to is : 164, on bitumspan>inous surface in white/yellow shade, including cleaning thesurfaceofalldirt,scales,oil,greaseandforeignmspan>aterialetc. comspan>plete. 199 taking out existing cc interlocking paver blocks fromspan> footpath/ central verge,includingremspan>ovalofrubbishetc.,disposalofunserviceable mspan>aterialtothedumspan>pingground,forwhichpaymspan>entshallbemspan>ade separately and stackingof serviceable mspan>aterialwithin 50mspan>etre lead as per direction of engineer-in-charge. 200 layingoldcemspan>entcocreteinterlockingpaverblocksofanydesign/ shapelaidinrequiredline,level,curvature,colourandpatternover and including 50 mspan>mspan> thick comspan>pacted bed of coarse sand, filling the joints with fine sand etc. all comspan>plete as per the direction of engineer- in-charge. (old cc paver blocks shall be supplied by the departmspan>ent free of cost). 201 providing and laying 80mspan>mspan>thickc.c.paverblockofmspan>-35gradewith approved colour design and pattern.factory mspan>ade chamspan>fered edge cemspan>ent concrete paverblocksinfootpath,parks,lawns,drivewaysorlighttraffic parkingetc,ofrequiredstrength,thickness&size/shape,mspan>adeby tablevibratorymspan>ethodusingpumspan>ould,laidinrequiredcolour& patternover50mspan>mspan>thickcomspan>pactedbedof sand,comspan>pactingand properemspan>bedding/layingofinterlockingpaverblocksintothesand beddinglayerthroughvibratorycomspan>pactionbyusingplatevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. comspan>pleteall as per direction of engineer-in-charge. 202 providing andfixingwhitevitreouschinaorissapatternw.c.panofsize 580x440 mspan>mspan> with integral type foot rests waterclosetsquatting pan(indian typew.c. pan)with100mspan>mspan>sandcastironporstrap,10litrelowlevel whitep.v.c.flushingcistern,includingflushpipe,withmspan>anually controlleddevice(handlelever)conformspan>ingtois:7231,withall fittingsandfixturescomspan>plete,includingcuttingandmspan>akinggood the walls and floors wherever required: 203 providing and fixing w.c. pan with isi mspan>arked white solid plastic seat and lid white vitreous china pedestal type water closet (european type) with seat and lid, 10 litre low level white vitreous china flushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mspan>mspan> flush bend, overflow arrangemspan>ent with specials of standard mspan>akeandmspan>osquitoproofcouplingofapprovedmspan>unicipaldesign comspan>plete,includingpaintingoffittingsandbrackets,cuttingand mspan>aking good the walls and floors wherever required : 204 providingandfixing oneurinalbasinwith5litrewhitep.v.c.automspan>aticflushing cistern whitevitreouschinaflatbackorwallcorner typelippedfronturinalbasinof430x260x350mspan>mspan>and 340x410x265 mspan>mspan> sizes respectively with automspan>atic flushing cistern withstandardflushpipeandc.p.brassspreaderswithbrass unions and g.i clamspan>ps comspan>plete, including painting of fittings and brackets,cuttingandmspan>akinggoodthewallsandfloorswhereverrequired : 205 providingandfixingwhitevitreouschinawashbasinsize550x400mspan>mspan> with a pair of 15 mspan>mspan> c.p. brass pillar taps washbasinwithc.i.brackets,15mspan>mspan>c.p. brasspillartaps,32mspan>mspan>c.p.brasswasteofstandardpattern, including painting of fittings and brackets, cutting and mspan>aking good the walls wherever require: 206 providing and fixing wash basin with c.i. brackets, 15 mspan>mspan> dia cp brasssingleholebasinmspan>ixerofapprovedqualityandmspan>ake, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required:- (a)white vitreous china wash basin size 550x400 mspan>mspan> with a 15 mspan>mspan> cp brass single hole basin mspan>ixer 207 providingandfixingwhitevitreouschinapedestalforwashbasin comspan>pletelyrecessedatthebackforthereceptionofpipesand fittings. 208 providing and fixing 610x510 mspan>mspan> bowl depth 200 mspan>mspan> stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking good the walls wherever required (kitchen sink without drain board) 209 providing and fixing 8 mspan>mspan> dia c.p. / s.s. jet with flexible tube upto 1 mspan>etre long with s.s. triangular plate to eureopean type w.c. of quality and mspan>ake as approved by engineer - in - charge. 210 providing and fixing 10 litre capacity - white p.v.c. low level flushing cistern with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete. 211 providing and fixing 10 litre (full flush) capacity-white controlled flush, low level cistern mspan>ade of vitreous china with all fittings comspan>plete. 212 providing and fixing g.i. inlet connection for flush pipe connecting with w.c. pan. 213 providing and fixing cp brass 32mspan>mspan> size bottle trap of approved quality & mspan>ake and as per the direction of engineer-in-charge. 214 providing and fixing15 mspan>mspan> nomspan>inal dia cp brass single lever telephonic wall mspan>ixer of quality & mspan>ake as approved by engineer in charge. 215 providingandfixing 32mspan>mspan> diaflexible pipe p.v.c.wastepipeforsinkorwashbasin including p.v.c. waste fittings comspan>plete. 216 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 217 providingandfixinginposition25mspan>mspan>diamspan>etermspan>osquitoproofcoupling of approved mspan>unicipal design. 218 providing and fixing 600x450 mspan>mspan> beveled edge mspan>irror of superior glass(ofapprovedquality)comspan>pletewith6mspan>mspan>thickhardboard ground fixed to wooden cleats with c.p. brass screws and washerscomspan>plete. 219 providing andfixing circular shape 450 mspan>mspan> dia mspan>irrorofsuperiorglass(ofapprovedquality)andofrequiredshapeandsizewithplasticmspan>ouldedframspan>eof approved mspan>ake and shade with 6 mspan>mspan> thick hard board backing : 220 providing andfixing 600x120x5 mspan>mspan>glass shelfwith edges round off, supported on anodised alumspan>iniumspan> angle framspan>e with c.p. brass bracketsandguardrailcomspan>pletefixedwith40mspan>mspan>longscrews, rawl plugs etc., comspan>plete. 221 providing and fixing c.p. brass toilet paper holder : 222 providing and fixing ptmspan>t liquid soap container 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket of the samspan>e mspan>aterials with snap fittings of approved quality and colour, weighing not less than 105 gmspan>s. 223 providing and fixing ptmspan>t towel ring trapezoidal shape 215 mspan>mspan> long, 200 mspan>mspan> wide with mspan>inimspan>umspan> distances of 37 mspan>mspan> fromspan> wall face with concealed fittings arrangemspan>ent of approved quality and colour, weighing not less than 88 gmspan>s. 224 providing and fixing ptmspan>t 450 mspan>mspan> long towel rail with total length of 495 mspan>mspan>, 78 mspan>mspan> wide and effective height of 88 mspan>mspan>, weighing not less than 170 gmspan>s comspan>plete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangemspan>ent of approved quality and colour. 225 providing and fixing ptmspan>t 600 mspan>mspan> long towel rail with total length of 645 mspan>mspan>, width 78 mspan>mspan> and effective height of 88 mspan>mspan>, weighing not less than 190 gmspan>s. comspan>plete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangemspan>ent of approved quality and colour. 226 providing and fixing ptmspan>t shelf 440 mspan>mspan> long, 124 mspan>mspan> width and 36 mspan>mspan> height of approved quality and colour, weighing not less than 300 gmspan>s. 227 providing and fixing ptmspan>t 15 mspan>mspan> urinal spreader size 95x69x100 mspan>mspan> with 1/2 bsp thread and shapes, weighing not less than 60 gmspan>s. 228 providing and fixing 15 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and testing of joints comspan>plete as per direction of engineer in charge. (internal work - exposed on wall) 229 providing and fixing 20 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and testing of joints comspan>plete as per direction of engineer in charge. (internal work - exposed on wall) 230 providing and fixing 25 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and testing of joints comspan>plete as per direction of engineer in charge. (internal work - exposed on wall) 231 providing and fixing 15 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge.(concealed work) 232 providing and fixing 20 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge.(concealed work) 233 providing and fixing 25 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge.(concealed work) 234 providing and fixing 15 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent, trenching, refilling & testing of joints comspan>plete as per direction of engineer in charge.(external work) 235 providing and fixing 20 mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent, trenching, refilling & testing of joints comspan>plete as per direction of engineer in charge.(external work) 236 providing and fixing 25mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent, trenching, refilling & testing of joints comspan>plete as per direction of engineer in charge.(external work) 237 providing and fixing 32mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent, trenching, refilling & testing of joints comspan>plete as per direction of engineer in charge.(external work) 238 providing and fixing 40mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent, trenching, refilling & testing of joints comspan>plete as per direction of engineer in charge.(external work) 239 providing and fixing 50mspan>mspan> nomspan>inal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent, trenching, refilling & testing of joints comspan>plete as per direction of engineer in charge.(external work) 240 providing and fixing 15 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings and clamspan>ps, i/c cutting and mspan>aking good the walls etc.(internal work - exposed on wall) 241 providing and fixing 20 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings and clamspan>ps, i/c cutting and mspan>aking good the walls etc.(internal work - exposed on wall) 242 providing and fixing 25 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings and clamspan>ps, i/c cutting and mspan>aking good the walls etc.(internal work - exposed on wall) 243 providing and fixing 15 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings including trenching and refilling etc.(external work) 244 providing and fixing 20 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings including trenching and refilling etc.(external work) 245 providing and fixing 25 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings including trenching and refilling etc.(external work) 246 providing and fixing 32 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings including trenching and refilling etc.(external work) 247 providing and fixing 40 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings including trenching and refilling etc.(external work) 248 providing and fixing 50 mspan>mspan> dia nomspan>inal bore g.i. pipes comspan>plete with g.i. fittings including trenching and refilling etc.(external work) 249 providing and fixing 25 mspan>mspan> nomspan>inal bore gun mspan>etal gate valve with c.i. wheel of approved quality (screwed end) : 250 providing and fixing 20 mspan>mspan> nomspan>inal bore gun mspan>etal gate valve with c.i. wheel of approved quality (screwed end) : 251 providing and fixing 32 mspan>mspan> nomspan>inal bore gun mspan>etal gate valve with c.i. wheel of approved quality (screwed end) : 252 providing and fixing 15 mspan>mspan> nomspan>inal bore ball valve (brass) of approved quality, high or low pressure, with plastic floats comspan>plete : 253 providing and fixing 20 mspan>mspan> nomspan>inal bore ball valve (brass) of approved quality, high or low pressure, with plastic floats comspan>plete : 254 providing and fixing 15mspan>mspan> normspan>inal bore 45 cmspan> length uplasticised pvc connection pipe with brass unions : 255 providing and fixing 20mspan>mspan> normspan>inal bore 45 cmspan> length uplasticised pvc connection pipe with brass unions : 256 providing and fixing 100 mspan>mspan> diamspan>eter c.p. brass shower rose with 15 or 20 mspan>mspan> inlet : 257 providing and fixing 150 mspan>mspan> diamspan>eter c.p. brass shower rose with 15 or 20 mspan>mspan> inlet : 258 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 mspan>arked, with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 259 providing and fixing 15 mspan>mspan> nomspan>inal bore c.p. brass bib cock of approved quality conformspan>ing to is:8931 : 260 providing and fixing 15 mspan>mspan> nomspan>inal bore c.p. brass long nose bib cock of approved quality conformspan>ing to is standards and weighing not less than 810 gmspan>s. 261 providing and fixing 15 mspan>mspan> nomspan>inal bore c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 262 providing and fixing 15mspan>mspan> nomspan>inal bore c.p. brass angle valve for basin mspan>ixer and geyser points of approved quality conformspan>ing to is:8931 263 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 264 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 265 providing and fixing anodised alumspan>iniumspan> (anodised transparent or dyed to required shade according to is: 1868, mspan>inimspan>umspan> anodic coating of grade ac 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved mspan>ake conformspan>ing to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottomspan> and sides with required epdmspan> rubber/ neoprene gasket etc. alumspan>iniumspan> sections shall be smspan>ooth, rust free, straight, mspan>itred and jointed mspan>echanically wherever required including cleat angle, alumspan>iniumspan> snap beading for glazing / paneling, c.p. brass / stainless steel screws, all comspan>plete as per architectural drawings and the directions of engineer-in-charge. (glazing, paneling and dash fastenersto be paid for separately) :(for fixed portion) 266 providing and fixing powder coated alumspan>iniumspan> (mspan>inimspan>umspan> thickness of powder coating 50 mspan>icron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved mspan>ake conformspan>ing to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottomspan> and sides with required epdmspan> rubber/ neoprene gasket etc. alumspan>iniumspan> sections shall be smspan>ooth, rust free, straight, mspan>itred and jointed mspan>echanically wherever required including cleat angle, alumspan>iniumspan> snap beading for glazing / paneling, c.p. brass / stainless steel screws, all comspan>plete as per architectural drawings and the directions of engineer-in-charge. (glazing, paneling and dash fastenersto be paid for separately) :(for fixed portion) 267 providing and fixing glazing with float glass panes of 4.0 mspan>mspan> thickness (weight not less than 10kg/sqmspan>) in alumspan>iniumspan> door, window, ventilator shutters and partitions etc. with epdmspan> rubber / neoprene gasket etc. comspan>plete as per the architectural drawings and the directions of engineer-in-charge . (cost of alumspan>iniumspan> snap beading shall be paid in basic itemspan>): 268 providing and fixing glazing with float glass panes of 5 mspan>mspan> thickness (weight not less than 12.50 kg/sqmspan>)in alumspan>iniumspan> door, window, ventilator shutters and partitions etc. with epdmspan> rubber / neoprene gasket etc. comspan>plete as per the architectural drawings and the directions of engineer-in-charge . (cost of alumspan>iniumspan> snap beading shall be paid in basic itemspan>): 269 providing and fixing glazing with float glass panes of 8 mspan>mspan> thickness (weight not less than 20 kg/sqmspan>)in alumspan>iniumspan> door, window, ventilator shutters and partitions etc. with epdmspan> rubber / neoprene gasket etc. comspan>plete as per the architectural drawings and the directions of engineer-in-charge . (cost of alumspan>iniumspan> snap beading shall be paid in basic itemspan>): 270 providing and fixing with stainless steel cover plate mspan>inimspan>umspan> 1.25 mspan>mspan> thicknessdouble action hydraulic floor spring of approved brand and mspan>anufacture conformspan>ing to is : 6315, having brand logo emspan>bossed on the body / plate with double spring mspan>echanismspan> and door weight upto 125 kg, for doors, including cost of cutting floors, emspan>bedding in floors as required and mspan>aking good the samspan>e mspan>atching to the existing floor finishing and cover plates with brass pivot and single piece mspan>.s. sheet outer box with slide plate etc. comspan>plete as per the direction of engineer-in-charge. 271 providing and fixing with brass cover plate mspan>inimspan>umspan> 1.25 mspan>mspan> thicknessdouble action hydraulic floor spring of approved brand and mspan>anufacture conformspan>ing to is : 6315, having brand logo emspan>bossed on the body / plate with double spring mspan>echanismspan> and door weight upto 125 kg, for doors, including cost of cutting floors, emspan>bedding in floors as required and mspan>aking good the samspan>e mspan>atching to the existing floor finishing and cover plates with brass pivot and single piece mspan>.s. sheet outer box with slide plate etc. comspan>plete as per the direction of engineer-in-charge. 272 providing and laying water proofing treatmspan>ent in sunken portion of wcs, bathroomspan> etc., by applying cemspan>ent slurry mspan>ixed with water proofing cemspan>ent comspan>pound consisting of applying :(a) first layer of slurry of cemspan>ent @ 0.488 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.253 kg/ sqmspan>. this layer will be allowed to air cure for 4 hours.(b) second layer of slurry of cemspan>ent @ 0.242 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.126 kg/sqmspan>. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (the rate includes preparation of surface, treatmspan>ent and sealing of all joints, corners, junctions of pipes and mspan>asonry with polymspan>er mspan>ixed slurry.) 273 providing and laying water proofing treatmspan>ent on roofs of slabs by applying cemspan>ent slurry mspan>ixed with water proofing cemspan>ent comspan>pound consisting of applying:(a) after surface preparation, first layer of slurry of cemspan>ent @ 0.488 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.253 kg/sqmspan>.(b) laying second layer of fibre glass cloth when the first layer is still green. overlaps of joints of fibre cloth should not be less than 10 cmspan>.(c) third layer of 1.5 mspan>mspan> thickness consisting of slurry of cemspan>ent @ 1.289 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.670 kg/sqmspan> and coarse sand @ 1.289 kg/sqmspan>. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatmspan>ent will be taken upto 30 cmspan> on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cemspan>ent mspan>ortar (which will be paid for separately. (for the purpose of mspan>easuremspan>ent the entire treated surface will be mspan>easured.) 274 providing & applying polymspan>er mspan>odified, flexible cemspan>entatious negative side waterproofing coating with elastic waterproofing polymspan>ers on interior wall plaster surface in three coats @14.35 kg /10 sqmspan>. one coat of self primspan>ing of cemspan>entatious waterproofing polymspan>er(dilution with water in the ratio of 1:1) and two coats of cemspan>entatious waterproofing polymspan>er(dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remspan>ove pre-existing paint filmspan> & loose particles till plaster is visible, comspan>plete in all respect as per the direction of engineer-in-charge. 275 providing and applying of swellable type water stop tape, 19mspan>mspan> x 25mspan>mspan> thick in linear mspan>eter (expansive nature) for construction joints treatmspan>ent of rcc structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. after cleaning the surface, one coat of required primspan>er for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running mspan>eter. over the primspan>ed surface swellable type water stop tape shall be placed. the work shall be carried out all comspan>plete as per specification and the direction of the engineer-in-charge. the product performspan>ance shall carry guarantee for 10 years against any leakage. 276 providing and fixing with15mspan>mspan>thick fullyperforatedsquare/buttedgelightweightcalciumspan> silicate panels/ tiles in position wall panelling at all heights with integral densified calciumspan> silicatepanels/tilesofsize595x595mspan>mspan>,havingnrc(noisereductioncoefficient)of0.50 (mspan>inimspan>umspan>) as per is 8225:1987, light reflectance of 85% (mspan>inimspan>umspan>). non comspan>bustible as per bs:476 (part-4), fire performspan>ance as per bs:476 (part 6 &7), humspan>idity resistanceof 100%,thermspan>alconductivity<0.043w/mspan>k asperastmspan>518:1991, comspan>prising of a framspan>e mspan>ade fromspan> especially fabricated galvanised mspan>ild steel sheet 0.50 mspan>mspan>thickpressedsection(galvanizing@120gramspan>spersqmspan>includingbothsides) i.e.vertical studs of size 48 x 34 x 36 mspan>mspan> are placed at 600mspan>mspan> center to center in a floor andceilingchannel sectionofsize50x32mspan>fixedtothefloorandsoffitat600mspan>mspan> centersusing12mspan>mspan>dia,50mspan>mspan>longwedgetypeexpandedzincalloy dashfastnerwith 10mspan>mspan> bolt. this samspan>e channel is then to be fixed in horiziontal direction at 600mspan>mspan> center to center so as to formspan> a grid of 600mspan>mspan> x 600mspan>mspan>. glasswool of 50mspan>mspan> thickness is then to be inserted in the slots and finallycalciumspan> silicate non comspan>bustible panels/tiles are to bescrew fixed withselftapping panheadnickel coatedmspan>ild steelscrewsofsize13x3.2mspan>mspan>on tothisgridleavingan evengroove of1 mspan>mspan> betweenthepanels. the joints betweenthepanelsaretobedulyjointedandfinishedusingrecomspan>mspan>endedjointing calciumspan> silicate based comspan>pound and fiber joint tape roll 50mspan>mspan> wide(90 mspan>etre )roll and twocoatsofprimspan>ersuitableforpanellingaspermspan>anufacturersspecificationasper direction of engineer-in-charge all comspan>plete. 277 providing and fixing with 16 mspan>mspan> thick beveled tegular mspan>ineral fibre false ceiling tile (nrc 0.55 to 0.6 mspan>ineral fibre false ceiling tiles at all heights of size 595x595mspan>mspan> of approved texture, design and pattern. the tiles should have humspan>idity resistance (rh) of 99%,lightreflectance=85%,thermspan>alconductivityk=0.052-0.057w/mspan>k,fire performspan>ance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t- grid of hot dipped all round galvanized iron section of 0.33 mspan>mspan>thick (galvanized @120 gsmspan>)comspan>prisingofmspan>aintrunnersof15x32mspan>mspan>oflength3000mspan>mspan>,crosstofsize 15x32mspan>mspan> of length 1200 mspan>mspan> and secondary intermspan>ediate cross t of size 15x32 mspan>mspan> of length600mspan>mspan> toformspan> gridmspan>oduleofsize 600x600mspan>mspan> suspendedfromspan> ceiling using galvanizedmspan>ildsteelitemspan>(galvanised@80gsmspan>)50mspan>mspan>long8mspan>mspan>outerdiamspan>etermspan>-6 dash fasteners, 6 mspan>mspan> diamspan>eter fully threaded hanger rod up to 1000 mspan>mspan> length and l- shapeleveladjusterofsize85x25x2mspan>mspan>,spacedat1200mspan>mspan>centretocentrealong mspan>ain‘t’.thesystemspan>shouldrestonperipherywalls/partitionswiththehelpofgi perimspan>eter wall angle of size24x24x3000 mspan>mspan> mspan>ade of 0.40 mspan>mspan> thicksheet, to be fixed to the wall with help of plastic rawl plug at 450 mspan>mspan> centre to centre & 40 mspan>mspan> long dry walls.s. screws. the exposed bottomspan> portion of all t-sections used in false ceiling support systemspan> shall be pre-painted with polyester baked paint, for all heights. the work shall be carriedoutasperspecifications,drawingsandasperdirectionsoftheengineer-in- charge. 278 providingandfixingharddrawnsteelwirefabricofsize75x25mspan>mspan>mspan>eshorother suitable size wire mspan>esh to be fixed & firmspan>ly anchored to the concrete surface by mspan>eans of l shaped mspan>ild steel shear key welded with existing reinforcemspan>ent including the cost of mspan>aterials, labour, tool & plants as approved by engineer-in-charge. 279 fillingofjointsbetweenrccplinthbeamspan>/floorslabandwallpanelofexternalwalls, toilet / bath roomspan> / wet areas walls on all floor and parapet wall over roof slab, stair case headroomspan>atthetimspan>eoferectionofgfrgpanelswithgroutrw/equivalentsealant comspan>pound after the erection of panelbeforethe infill of concrete in panel cavities and fine finish. this applies for all horizontal and vertical joints between gfrg wall and slab panels. 280 waterproofingtreatmspan>entofverticaljoints(ofexternalsideandinternalside)between doorframspan>e,window&ventilatorframspan>es(onallfoursides)ofouterwalloverthe zycosil/equivalent & zycoprimspan>e/equivalent solution already applied (before the installation of door / window / ventilator framspan>es in position) and fine finish with grout rw/equivalent. 281 waterproofingtreatmspan>entofrccsunshadewith zycosil/equivalentwaterproofing solution(1litreofzycosil/equivalent&20litresofwaterstirredfirst&2litresof zycoprimspan>e/equivalent addedandstirred (total23litres))till itmspan>eetsthesaturationlevel and testing as per rilemspan> or bywater drops test in which water drops do not absorb but drops remspan>ain or rolls. 282 in-filling / sealing of joint between rcc lintel cumspan> sunshade and wall (on external side) in all floors by pushing in grout rw/equivalentin paste formspan> and coving 20 mspan>mspan> x 20 mspan>mspan> after applying a coat of zycosil/equivalent & zycoprimspan>e/equivalent solution before cemspan>ent plastering of top, bottomspan> and sides of rcc sunshade. 283 concreteworkwith40mspan>mspan>gaugebrickballastobtainedfromspan>breaking brick bats (brick bats supplied by the departmspan>ent free of cost) in proportion of 12:6:1 as in csi no. 5.01 includingcost of all labour, mspan>aterials, t&p etc required for proper comspan>pletion of work. 284 brickworkinfoundation&plinthwitholddismspan>antled bricks(suppliedby departmspan>entfreeofcost)andcoarsesand mspan>ortarin1:6includingsupply ofallothermspan>aterials,labour,remspan>ovingmspan>ortar&cleaningofold&usedbricks,t&p etc comspan>plete. 285 supply and filling brick bat in soak pit including all labour,mspan>aterial and t&petc comspan>plete. (for 01 soak pit) 286 supplying & fixing 24 gauge annodized alumspan>iniumspan> sheet of approved qualityincludingcutting,wastageandfixingthesamspan>eoverthewooden door shutters with nails with all mspan>aterial, labour and t&p 287 providingandfixinginplaceafullheightstoragecabinet450mspan>mspan>deep mspan>ade with19 mspan>mspan> thick isi mspan>arked plyborad, allinterior surfaces to finishedwithpastingof0.8mspan>mspan>thickmspan>icaandallexteriorsurfacestobe finshed with pasting of 1 mspan>mspan> thick mspan>ica of texture and colour as approved byengineerinchargeincludingalllabour,t&p,otheritemspan>slike(butnot limspan>itedto)fevicol,nailsscrews,higes,sliders,doorhandles,mspan>ultipurpose lockofgodrejorequivalentrateetc.requiredforpropercomspan>pletionof works, to be mspan>easured intermspan>s of front area only. 288 providingandfixingfullheightpartitionwith02nos12mspan>mspan>thickisi mspan>arked ply board, all surfaces to finished withf 1 mspan>mspan> thick mspan>ica of texture andcolourasapprovedbyengineerinchargeandfixedinpolishedteak woodincludingalllabour,t&p,otheritemspan>slike (butnot limspan>itedto) fevicol, nailsscrews,hinges,sliders,doorhandles,mspan>ultipurposelockofgodrejor equivalent rate etc. required for proper comspan>pletion of works, to be mspan>easured intermspan>s of front area only 289 providingandfixing12mspan>mspan>thickframspan>elesstoughenedglassdoorshutter ofapprovedbrandandmspan>anufacture,includingprovidingandfixingtop& bottomspan> pivot & double acting hydraulic floor spring type fixing arrangemspan>ent ,doorhandle,lockandstopperetcandmspan>akingnecessaryholesetc.for fixingrequireddoorfittings,allcomspan>pleteasperdirectionofengineer-in- charge 290 supply and fixing 6mspan>mspan> thick polycarbonate mspan>ultiwall sheet ,fixing in position with j or u bolts 10 mspan>mspan>. dia with g.i. limspan>pet & bitumspan>en washers including supply of all mspan>aterials, labour,wastage. and t&p etc. required for proper comspan>pletion of the work. 291 providing (12x15) mspan>mspan> section groove in plasterincluding all mspan>aterial, labour andt&p etc. required for proper comspan>pletion of the work.csi no.11.16 292 2.5 cmspan> thick 1:1.5:3 plain cemspan>ent concrete floor with cemspan>ent, approved coarse sand & 2cmspan> graded approved stone ballast laid in panels finished with 3mspan>mspan> floating coat of neat cemspan>ent or cemspan>ent and mspan>arble dust in ratio of 5:1 as specified and remspan>oving any overlapping mspan>ortar at the joints of the panels if any and giving themspan> a uniformspan> finish including supply of all mspan>aterials, labour and t&p etc, required for proper comspan>pletion of the work. without base cccsi no.12.26 293 4.0 cmspan> thick 1:1.5:3 plain cemspan>ent concrete floor with cemspan>ent, approved coarse sand & 2cmspan> graded approved stone ballast laid in panels finished with 3mspan>mspan> floating coat of neat cemspan>ent or cemspan>ent and mspan>arble dust in ratio of 5:1 as specified and remspan>oving any overlapping mspan>ortar at the joints of the panels if any and giving themspan> a uniformspan> finish including supply of all mspan>aterials, labour and t&p etc, required for proper comspan>pletion of the work. without base cc csi no. 12.28 294 dismspan>antling ofdry b.o.e. floor and proper stacking of dismspan>antled bricks as per direction of e/c. up to 60 mspan> lead. 295 dismspan>antling and re-laying of dry b.o.e. floor including cost of all labour and t&p required forproper comspan>pletion of work.(labour rates only) 296 cleaning panes of glass with spirit of caustic soda including supply of all mspan>aterials,labour and t&p etc.required for proper comspan>pletion of the work. 297 cleaning of septic tank including disposal of waste out side the uppcl area as per direction of the engineer-in-charge including cost of all labour,t&p etc.required for proper comspan>pletion of the work. 298 cleaning and opening of chocked w.c./ bath / kithchen pipe line including opening and refixing of chamspan>ber cover including washing etc. comspan>plete.(analysis based on nbo - 11 25.020. 299 s/laying chicken mspan>esh of (20 mspan>mspan>.)hexagonal heavy quality over roofs of joints of roof as per direction of the engineer - in - charge. 300 cleaning of existing pipe line of different dia. ranging fromspan> 4 to 2 dia. including digging trenches and refilling, opening of pipes, cleaning of pipes, cutting, threading, if required fixing and including mspan>aking good the road, wall etc as directed by the engineer i/c. 301 cleaning of existing water pipe line of different dia up to 2 dia including digging trenches and refilling,opening and cleaning of pipes,cutting,threading,if required fixing and including mspan>aking good the road and wall etc. as directed by the engineer in charge. 302 cleaning of r.c.c. over head tank up to capacity of one lac. liters and chlorinating with bleaching power mspan>ixed to water as per direction of engineer - in - charge comspan>plete. 303 supply and mspan>ixing bleaching powder in over head tank as required or as directed by engineer - in - charge. 304 attending to petty mspan>aintenance service like plumspan>bingservice,welder service, mspan>ansion service and carpenter servicerequired as below. (job attending by one no. plumspan>ber/welder/mspan>ason /carpenter with oneno. helper per hour or part of an hour.) 305 cleaning and sweeping of roof of residence as and when requiredincluding uprooting of rank vegetation and disposal of thegarbage upto 50 mspan>. 306 providing and fixing of 150 mspan>mspan> dia pvc pipeof 6 kg/sqcmspan>with special such as tee, bend, socket, elbow etc including supply of all labour,mspan>aterial,t & p etc comspan>plete required for proper comspan>pletion of work. 307 providing and laying 75 mspan>mspan> dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all mspan>aterials, labour and t&p etc. required for proper comspan>pletion of the work. 308 providing and laying 90 mspan>mspan> dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all mspan>aterials, labour and t&p etc. required for proper comspan>pletion of the work. 309 providing and laying 110 mspan>mspan> dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all mspan>aterials, labour and t&p etc. required for proper comspan>pletion of the work. 310 mspan>aking arrangemspan>ent for sweeping, cleaning of road, lanes in back of houses,collecting refuse of bushes & unwanted plants, vegetations etc. & disposal of all rubbish, mspan>aterials industbins inside the colony area with engaging atleast one numspan>ber of sweepers including all labour, t&p,etc.required for comspan>pletion of work as directed by e/i. 311 mspan>aking arrangemspan>ent for sweeping, cleaning of ee,ecd(d), georgetown ,prayagraj office roomspan>s, cleaning of dustbin, toilets , dusting of almspan>irahs,tables etc. using phenyle,dusting cloth etc. and disposal of waste outside office premspan>ise in mspan>unicipal dustbinswith engaging sufficient numspan>ber ofsweepersincluding all labour, t&p,etc.required for comspan>pletion of work as directed by e/i.(nsi)(consumspan>able itemspan>s as phenyle,dusting cloth ,broomspan>s etc shall be provided by the departmspan>ent free of cost.) 312 cleaning of mspan>ain drain or width mspan>ore than 300mspan>mspan> including disposal of waste refuses studge out side the boards ara including washing and cleaning by clean water comspan>pletely as per direction of the e/i. including cost of all labour, t&p etc. required for comspan>pletion of the work. (csino.20.14) 313 cleaning of mspan>ain drain or width less than 300mspan>mspan> including disposal of waste refuses studge out side the boards ara including washing and cleaning by clean water comspan>pletely as per direction of the e/i. including cost of all labour, t&p etc. required for comspan>pletion of the work. (csino.20.15) nsi sl. no.63 314 operation of tube well daily by a suitable experienced operator continously or in different intervals as per programspan> as per programspan> fixed by engineer-in-charge including opening and closing of valves,changing of fuse wire etc. as requrird for proper running of tube well. (nsi) 315 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with mspan>odular switch, mspan>odular plate, suitable gi box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc as required..group c 316 supplying and fixing following mspan>odular switch/ socket on the existing mspan>odular plate & switch box including connections but excluding mspan>odular plate etc. as required. 3 pin 5/6 amspan>p socket outlet 317 supplying and fixing of 20 mspan>mspan> of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including junction box, cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 318 supplying and fixing of 25 mspan>mspan> of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including junction box,cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 319 wiring for circuit/ submspan>ain wiring with 2 x 2.5 sq. mspan>mspan> + 1 x 2.5 sq. mspan>mspan> earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required. 320 wiring for circuit/ submspan>ain wiring with 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required. 321 wiring for circuit/ submspan>ain wiring with2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required. 322 earthing with copper earth plate 600 mspan>mspan> x 600 mspan>mspan> x 3 mspan>mspan> thick including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe of 2.7 mspan>etre long etc. with charcoal/ coke and salt as required . 323 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 324 supplying and fixing 5 amspan>ps to 32 amspan>ps rating,single pole, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 325 supplying and fixing 63 amspan>ps, double pole, 240 volts, isolator in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 326 supplying and fixing 40 amspan>ps, double pole, 240 volts, isolator in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 327 supplying and fixing 4 way (4 + 12), double door, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 328 supplying and fixing of 4 way (4 + 12), double door surface/ recess mspan>ounting, vertical type, 415 volts, tpn mspan>cb distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amspan>ps tinned copper bus bar, comspan>mspan>on neutral link, earth bar, din bar for mspan>ounting mspan>cbs (but without mspan>cbs and incomspan>er ) as required . (note : vertical type mspan>cb tpdb is normspan>ally used where 3 phase outlets are required.) 329 wiring for light/ power plug with 2x4 sq. mspan>mspan> frls pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit along with 1 no 4 sq. mspan>mspan> frls pvc insulated copper conductor single core cable for loop earthing as required. 330 supplying and fixing following size/ mspan>odules, gi box along with mspan>odular base & cover plate for mspan>odular switches in recess etc as required. 1 or 2 mspan>odule (75mspan>mspan>x75mspan>mspan>) 331 supplying and fixing following size/ mspan>odules, gi box along with mspan>odular base & cover plate for mspan>odular switches in recess etc as required.3 mspan>odule (100mspan>mspan>x75mspan>mspan>) 332 supplying and fixing following size/ mspan>odules, gi box along with mspan>odular base & cover plate for mspan>odular switches in recess etc as required. 4 mspan>odule (125mspan>mspan>x75mspan>mspan>) 333 supplying and fixing following size/ mspan>odules, gi box along with mspan>odular base & cover plate for mspan>odular switches in recess etc as required. 6 mspan>odule (200mspan>mspan>x75mspan>mspan>) 334 supplying and fixing following size/ mspan>odules, gi box along with mspan>odular base & cover plate for mspan>odular switches in recess etc as required. 8 mspan>odule (125mspan>mspan>x125mspan>mspan>) 335 supplying and fixing following size/ mspan>odules, gi box along with mspan>odular base & cover plate for mspan>odular switches in recess etc as required. 12 mspan>odule (200mspan>mspan>x150mspan>mspan>) 336 supplying and drawing following 3 x 2.5 sq. mspan>mspan> sizes of frls pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 337 supplying and drawing following 3 x 4 sq. mspan>mspan> sizes of frls pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required.(dsr e&mspan> 2022 1.17.21) 338 rewinding of burnt ceiling fan with approved copper wire including cost of all mspan>aterials, labour and t&p etc. comspan>plete (burnt wirewill not be taken back.) 339 greasing of ceiling fan after cleaning the bearing and shaft withoil / petrol and its testing. 340 supply and fixing of led tube light batten fitting suitable for up to 1 x 22 watt led tube light on surface comspan>plete in all respect.(csi no. 28.41) 341 supply of 9 watt led bulb mspan>ake philips, syska, bajaj etc or its equivalent as directed by e/i. 342 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in, 350 rpmspan> (tolerance as per is: 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required.(dsr e&mspan> 2022 19.1) 343 supply and fixing of 5 blade exhaust fan ventile air dx 225 mspan>mspan> of havellsor equivalent mspan>ake including all mspan>aterial, t&p etc required for proper comspan>pletion of work as approved by engineer in charge.(csi no. 28.38) 344 supply and fixing of 3 blade wall fan ofhavells platina 400 mspan>mspan> or equivalent including all mspan>aterial, t&petc required for proper comspan>pletion of work as approved by engineer in charge.(csi no. 28.37)

State Government

TRN :49056840 | 23 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for supply, delivery & installation of submspan>ersible pumspan>ping mspan>achinery and other electrical / mspan>echanical equipmspan>ent etc. including allied works for dighir water supply schemspan>e, t.w. no. iii, block: dhaniakhali, district - hooghly under electrical division, phe dte.- 1 part-a supply and delivery at site submspan>ersible pumspan>ping mspan>achinery directly coupled with wet winding type submspan>ersible mspan>otor having the following specification pumspan>p.duty condition :36 cu.mspan>trhead :58 mspan>tr.mspan>otor : submspan>ersible type 3 ph. 50 hz. 400v + 10%, mspan>os:- star deltaimspan>peller : gmspan>/ ss/ cromspan>esteelmspan>otor winding : wet type.pumspan>p outlet - 65/75/100 mspan>mspan>.(test certificate, warranty certificate along with characteristic curve should be submspan>itted at the timspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 mspan>mspan> dia columspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock systemspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 mspan>tr. long. 4 ii) 1.5 mspan>tr. long 5 iii) 80 mspan>mspan> dia top & bottomspan> adaptor 6 100 mspan>mspan> x 80 mspan>mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia mspan>.s. suspension clamspan>p for above columspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 mspan>mspan>. dia cidf sluice valve- 1 no., 80mspan>mspan> non return valve (swing type - 1 no.) pn - 1.0,80mspan>mspan> mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / mspan>s (heavy) short piece as required length, 80mspan>mspan> cidf tee - 1 no., reducer, nut bolt and other ci / mspan>s specials etc. as required as per i.s. specification and other required mspan>aterials for the job i.e. for mspan>aking comspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be submspan>itted at the timspan>e of delivery). 9 supply and delivery at site split type mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary clamspan>ping arrangemspan>ent including holes for columspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (mspan>ake : h. guru) 102 mspan>mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pumspan>p of approve mspan>ake 11 supply and delivery at site pressure gauge 102 mspan>mspan>. dia and 7 kg. /cmspan>2 range, brass cocks and fitting comspan>plete(h.guru) 12 supply and delivery at site 4 sq. mspan>mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flat submspan>ersible cable. 13 mspan>aking safety device for above pumspan>p by supplying 3 nos. suitable size mspan>s clamspan>p/ mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other mspan>aterials as per direction. 14 supply & delivery of double flanged three phase 50 hz quarter turn electrical actuator [gear case lubrication : sp68 is:13095, torch switches: 2 x 1 no / 1 nc changeover contact, positional limspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 mspan>mspan>. dia with mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainless steel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be submspan>itted at the timspan>e of delivery) 15 supply & delivery of 415 v mspan>cc cumspan> pdb. with mspan>inimspan>umspan> 2mspan>mspan> thickness and degree of protection ip - 54, conformspan>ing to is-8623 withsuitable bus bar, digital voltmspan>eter amspan>mspan>eter, contactor, delay timspan>er, mspan>cb, valve actuator starter etc. with plc logic & ups as detailed in annexure - i7.5 -12.5 hp with sds (star delta starter)panel mspan>ake : digitek / rnr industries /pce projects / opg power systemspan> / ecs.[tc / gc to be submspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. mspan>mspan>. 3 1/2 core pvc insulatedal. armspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 amspan>p. 440 v, 50 hz. tpn mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 amspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 amspan>p changeover unit 20 supply & delivery of 100 amspan>p 4 pole mspan>ccb with adjustable overload and adjacent short circuit protection including enclosures. 21 supply & delivery at site of 25 kva, 3 phase oil cooled type servo mspan>otor operated wound line voltage corrector conformspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase mspan>ain supply phase to phase 200v-500v 3 servo mspan>otor in 3 phase with all protection by mspan>cb (mspan>ake- abb / siemspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be submspan>itted at the timspan>e of delivery) 22 supply and delivery of automspan>atic plunger type chlorinator for feeding accurately automspan>atic controlled dosage of chlorine solution into the water by connecting mspan>etering pumspan>p with flow rate of water 0-100 ltr/hr. with mspan>aximspan>umspan> pressure of 10 kg./cmspan>2 suitable dosing pumspan>p and other necessary accessories on the delivery pipe line as required. the pumspan>p shall be coupled with 1/2 hp mspan>otor having 3 phase power and 1440 rpmspan> (+4%).(test certificate will be submspan>itted at the timspan>e of delivery) 23 part-binstallation of pumspan>ping mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of columspan>n pipe mspan>aking all electrical and water line interconnection comspan>plete as per direction including supply of necessary mspan>aterials as required for the work. 24 mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary mspan>aterials as bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing to comspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. mspan>mspan>. copper control cable, comspan>pensating mspan>s flange, nuts, bolts gasket and other fixing mspan>aterials as required to comspan>plete the job including necessary mspan>aking of brick pillar as per site situation with supply of necessary mspan>aterials like bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing in all respect including successfull operation along with testing of the whole installation as per entire satisfaction of eic. 26 installation with testing and comspan>mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with mspan>s shaddle, mspan>aking all electrical connection including socketing, crimspan>ping to comspan>plete the work as per direction. 27 installation of above supplied chlorinator pumspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ mspan>anual panel. this includes the cost of mspan>aking necessary brick foundation base with neat cemspan>ent finish by supplying all requered mspan>aterials and testing entire set as per direction of eic 28 mspan>aking internal electrification with 16amspan>p mspan>ain switch/mspan>cb (mspan>ake: havells/ any approved) by 1.5 sq.mspan>mspan> frlsh grade copper pvc insulated single core mspan>ultistrand wire (mspan>ake: havells/ mspan>escab/ finolex/ any approved) in pvc casing of pumspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 amspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led lamspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led lamspan>p and drawing of necessary earthing (1.0 sq.mspan>mspan>) mspan>aterial all comspan>plete as per direction eic. (led light mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [mspan>ake - philips, mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 mspan>mspan> dia 1.5 mspan>tr. long g.i pipe bracket fixed on the roof of the pumspan>p house with properly grout including mspan>aking power connection by 2 x 1.5 sq. mspan>mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq mspan>mspan> copper flexible wire), fitting fixing of 15 amspan>p switch on board with all comspan>plete as per direction of eic. 30 earthing confirmspan>ing to is: 3043 by 50mspan>mspan> dia gi pipe 3.64mspan>mspan> thick x 3.04mspan> long and 1 x 4 swggi (hot dip) wire (4 mspan>ts. long), 13mspan>mspan> dia x 80mspan>mspan> long gi bolts, double nuts, double washers including supply & fixing of 15mspan>mspan> dia gi pipe protection (1 mspan>tr long) to be filled with bitumspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 mspan>trs below the ground level and restoring surface duly ramspan>mspan>ed as below. a) for soft soilby tata - mspan>ediumspan> gi pipe 31 drawing earth by mspan>.s. flat strip (20mspan>mspan> x 3mspan>mspan>) fromspan>earth bus / electrode to above differentcomspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 amspan>p. kit kat (3 nos.)(mspan>ake : havells) with required size wooden board mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (mspan>ake : havells/ cg/ approved mspan>ake) including fitting fixing on ceiling and mspan>aking electrical connection comspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (mspan>ake: cello / supremspan>e / nilkamspan>al) 35 trial operation and guarding of whole installationas per departmspan>ental requiremspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing departmspan>ental termspan>s & conditions] 36 add: 18% gst 37 add: 1% cess

State Government

TRN :49056936 | 23 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for supply, delivery & installation of submspan>ersible pumspan>ping mspan>achinery and other electrical / mspan>echanical equipmspan>ent etc. including allied works for mspan>adpur water supply schemspan>e, t.w. no. iv, block: tarakeswar, district - hooghly under electrical division, phe dte.- 1 part-a supply and delivery at site submspan>ersible pumspan>ping mspan>achinery directly coupled with wet winding type submspan>ersible mspan>otor having the following specification pumspan>p.duty condition :36 cu.mspan>trhead :58 mspan>tr.mspan>otor : submspan>ersible type 3 ph. 50 hz. 400v + 10%, mspan>os:- star deltaimspan>peller : gmspan>/ ss/ cromspan>esteelmspan>otor winding : wet type.pumspan>p outlet - 65/75/100 mspan>mspan>.(test certificate, warranty certificate along with characteristic curve should be submspan>itted at the timspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 mspan>mspan> dia columspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock systemspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 mspan>tr. long. 4 ii) 1.5 mspan>tr. long 5 iii) 80 mspan>mspan> dia top & bottomspan> adaptor 6 100 mspan>mspan> x 80 mspan>mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia mspan>.s. suspension clamspan>p for above columspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 mspan>mspan>. dia cidf sluice valve- 1 no., 80mspan>mspan> non return valve (swing type - 1 no.) pn - 1.0,80mspan>mspan> mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / mspan>s (heavy) short piece as required length, 80mspan>mspan> cidf tee - 1 no., reducer, nut bolt and other ci / mspan>s specials etc. as required as per i.s. specification and other required mspan>aterials for the job i.e. for mspan>aking comspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be submspan>itted at the timspan>e of delivery). 9 supply and delivery at site split type mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary clamspan>ping arrangemspan>ent including holes for columspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (mspan>ake : h. guru) 102 mspan>mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pumspan>p of approve mspan>ake 11 supply and delivery at site pressure gauge 102 mspan>mspan>. dia and 7 kg. /cmspan>2 range, brass cocks and fitting comspan>plete(h.guru) 12 supply and delivery at site 4 sq. mspan>mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flat submspan>ersible cable. 13 mspan>aking safety device for above pumspan>p by supplying 3 nos. suitable size mspan>s clamspan>p/ mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other mspan>aterials as per direction. 14 supply & delivery of double flanged three phase 50 hz quarter turn electrical actuator [gear case lubrication : sp68 is:13095, torch switches: 2 x 1 no / 1 nc changeover contact, positional limspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 mspan>mspan>. dia with mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainless steel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be submspan>itted at the timspan>e of delivery) 15 supply & delivery of 415 v mspan>cc cumspan> pdb. with mspan>inimspan>umspan> 2mspan>mspan> thickness and degree of protection ip - 54, conformspan>ing to is-8623 withsuitable bus bar, digital voltmspan>eter amspan>mspan>eter, contactor, delay timspan>er, mspan>cb, valve actuator starter etc. with plc logic & ups as detailed in annexure - i7.5 -12.5 hp with sds (star delta starter)panel mspan>ake : digitek / rnr industries /pce projects / opg power systemspan> / ecs.[tc / gc to be submspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. mspan>mspan>. 3 1/2 core pvc insulatedal. armspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 amspan>p. 440 v, 50 hz. tpn mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 amspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 amspan>p changeover unit 20 supply & delivery of 100 amspan>p 4 pole mspan>ccb with adjustable overload and adjacent short circuit protection including enclosures. 21 supply & delivery at site of 25 kva, 3 phase oil cooled type servo mspan>otor operated wound line voltage corrector conformspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase mspan>ain supply phase to phase 200v-500v 3 servo mspan>otor in 3 phase with all protection by mspan>cb (mspan>ake- abb / siemspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be submspan>itted at the timspan>e of delivery) 22 supply and delivery of automspan>atic plunger type chlorinator for feeding accurately automspan>atic controlled dosage of chlorine solution into the water by connecting mspan>etering pumspan>p with flow rate of water 0-100 ltr/hr. with mspan>aximspan>umspan> pressure of 10 kg./cmspan>2 suitable dosing pumspan>p and other necessary accessories on the delivery pipe line as required. the pumspan>p shall be coupled with 1/2 hp mspan>otor having 3 phase power and 1440 rpmspan> (+4%).(test certificate will be submspan>itted at the timspan>e of delivery) 23 part-binstallation of pumspan>ping mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of columspan>n pipe mspan>aking all electrical and water line interconnection comspan>plete as per direction including supply of necessary mspan>aterials as required for the work. 24 mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary mspan>aterials as bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing to comspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. mspan>mspan>. copper control cable, comspan>pensating mspan>s flange, nuts, bolts gasket and other fixing mspan>aterials as required to comspan>plete the job including necessary mspan>aking of brick pillar as per site situation with supply of necessary mspan>aterials like bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing in all respect including successfull operation along with testing of the whole installation as per entire satisfaction of eic. 26 installation with testing and comspan>mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with mspan>s shaddle, mspan>aking all electrical connection including socketing, crimspan>ping to comspan>plete the work as per direction. 27 installation of above supplied chlorinator pumspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ mspan>anual panel. this includes the cost of mspan>aking necessary brick foundation base with neat cemspan>ent finish by supplying all requered mspan>aterials and testing entire set as per direction of eic 28 mspan>aking internal electrification with 16amspan>p mspan>ain switch/mspan>cb (mspan>ake: havells/ any approved) by 1.5 sq.mspan>mspan> frlsh grade copper pvc insulated single core mspan>ultistrand wire (mspan>ake: havells/ mspan>escab/ finolex/ any approved) in pvc casing of pumspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 amspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led lamspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led lamspan>p and drawing of necessary earthing (1.0 sq.mspan>mspan>) mspan>aterial all comspan>plete as per direction eic. (led light mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [mspan>ake - philips, mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 mspan>mspan> dia 1.5 mspan>tr. long g.i pipe bracket fixed on the roof of the pumspan>p house with properly grout including mspan>aking power connection by 2 x 1.5 sq. mspan>mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq mspan>mspan> copper flexible wire), fitting fixing of 15 amspan>p switch on board with all comspan>plete as per direction of eic. 30 earthing confirmspan>ing to is: 3043 by 50mspan>mspan> dia gi pipe 3.64mspan>mspan> thick x 3.04mspan> long and 1 x 4 swggi (hot dip) wire (4 mspan>ts. long), 13mspan>mspan> dia x 80mspan>mspan> long gi bolts, double nuts, double washers including supply & fixing of 15mspan>mspan> dia gi pipe protection (1 mspan>tr long) to be filled with bitumspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 mspan>trs below the ground level and restoring surface duly ramspan>mspan>ed as below. a) for soft soilby tata - mspan>ediumspan> gi pipe 31 drawing earth by mspan>.s. flat strip (20mspan>mspan> x 3mspan>mspan>) fromspan>earth bus / electrode to above differentcomspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 amspan>p. kit kat (3 nos.)(mspan>ake : havells) with required size wooden board mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (mspan>ake : havells/ cg/ approved mspan>ake) including fitting fixing on ceiling and mspan>aking electrical connection comspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (mspan>ake: cello / supremspan>e / nilkamspan>al) 35 trial operation and guarding of whole installationas per departmspan>ental requiremspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing departmspan>ental termspan>s & conditions] 36 add: 18% gst 37 add: 1% cess

Government Departments

TRN :49056962 | 29 May, 2025

Tender Value : 5.80 Crore

Gaya - Bihar

Tender for tender for special repair work at jnv gaya-i (bihar) - school building 2 structural repair & retrofitting 3 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 4 50mspan>mspan> average thickness 5 25 mspan>mspan> average thickness 6 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 7 bars upto 12 mspan>mspan> diamspan>eter 8 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 9 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 10 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 11 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 12 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 13 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 14 expansion joint treatmspan>ent 15 providing and fixing of expansion joint systemspan> related with floor location as per drawings and direction of engineer-in-charge. the joints systemspan> will be of extruded alumspan>inumspan> base mspan>emspan>bers, self aligning / self centering arrangemspan>ent and support plates etc. as per astmspan> b221-02. the systemspan> shall be such that it provides floor to floor /floor to wall expansion control systemspan> for various vertical localtion in load application areas that accomspan>mspan>odates mspan>ulti directional seismspan>ic mspan>ovemspan>ent without stress to its comspan>ponents. systemspan> shall consist of mspan>etal profiles with a universal alumspan>inumspan> base mspan>emspan>ber designed to accomspan>mspan>odate various project conditions and finish floor treatmspan>ents. the cover plate shall be designed of width and thickness required to satisfy projects mspan>ovemspan>ent and loading requiremspan>ents and secured to base mspan>emspan>bers by utilizing mspan>anufacturer’s pre-engineered self- centering arrangemspan>ent that freely rotates / mspan>oves in all directions. the self - centering arrangemspan>ent shall exhibit circular sphere ends that lock and slide inside the corresponding alumspan>inumspan> extrusion cavity to allow freedomspan> of mspan>ovemspan>ent and flexure in all directions including vertical displacemspan>ent. provision of mspan>oisture barrier mspan>emspan>brane in the joint systemspan> to have watertight joint is mspan>andatory requiremspan>ent all as per the mspan>anufactures design and as approved by engineer -in- charge. (mspan>aterial shall confirmspan> to astmspan> 6063). 16 floor joint of 100 mspan>mspan> gap 17 providing and fixing of expansion joint systemspan> related with wall joint (internal/ external) location as per drawings and direction of engineer-in- charge. the joints shall be of extruded alumspan>inumspan> base mspan>emspan>bers, self aligning / centering arrangemspan>ent and support plates as per astmspan> b221- 02. the mspan>aterial shall be such that it provides an expansion joints systemspan>suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office buildings & comspan>plexes with no slipping down tendency amspan>ongst the comspan>ponents of the joint systemspan>. the joint systemspan> shall utilize light weight alumspan>inumspan> profiles exhibiting mspan>inimspan>al exposed alumspan>inumspan> surfaces mspan>echanically snap locking the mspan>ulticellular to facilitate mspan>ovemspan>ent. (mspan>aterial shall confirmspan> to astmspan> 6063). 18 wall joint of 100 mspan>mspan> gap 19 providing and fixing of expansion joint systemspan> of approved mspan>ake and mspan>anufacture for various roof locations as per approved drawings and direction of engineer-in-charge. the joints shall be of extruded alumspan>inumspan> base mspan>emspan>bers with, self aligning and self centering arragemspan>ent support plates as per astmspan> b221-02. the systemspan> shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control systemspan> that is capable of accomspan>mspan>odating mspan>ultidirectional seismspan>ic mspan>ovemspan>ent without stress to its comspan>ponents. systemspan> shall consist of mspan>etal profile that incorporates a universal alumspan>inumspan> base mspan>emspan>ber designed to accomspan>mspan>odate various project conditions and roof treatmspan>ents. the cover plate shall be designed of width and thickness required to satisfy mspan>ovemspan>ent and loading requiremspan>ents and secured to base mspan>emspan>bers by utilizing mspan>anufacturer’s pre-engineered self-centering arrangemspan>ent that freely rotates / mspan>oves in all directions. the self centering arrangemspan>ent shall exhibit circular sphere ends that lock and slide inside the corresponding alumspan>inumspan> extrusion cavity to allow freedomspan> of mspan>ovemspan>ent and flexure in all directions including vertical displacemspan>ent. the joint systemspan> shall resists damspan>age or deterioration fromspan> the imspan>pact of falling ice, exposure to uv, airborne contamspan>inants and occasional foot traffic fromspan> mspan>aintenance personnel. provision of mspan>oisture barrier mspan>emspan>brane in the joint systemspan> to have water tight joint is mspan>andatory requiremspan>ent. (mspan>aterial shall confirmspan> to astmspan> 6063.) 20 roof joint of 100 mspan>mspan> gap 21 repairs to roof 22 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches with epoxy based damspan>pgaurd (dr. fixit mspan>ake), including cutting the area of plaster in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per direction of engineer-in-charge.with cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) 23 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 24 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 25 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 26 dismspan>antling roofing including ridges, hips, valleys and gutters etc.,and stacking the mspan>aterial within 50 mspan>etres lead of: 27 asbestos cemspan>ent sheet 28 providing and fixing 15 cmspan> wide, 45 cmspan> overall semspan>i-circular plain g.s. sheet gutter with iron brackets 40x3mspan>mspan> size, bolts, nuts and washers etc., including mspan>aking necessary connections with rain water pipes comspan>plete.0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 29 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mspan>mspan> (+ 0.05 %) total coated thickness with zinc coating 120 gramspan>s per sqmspan> as per is: 277, in 240 mspan>pa steel grade, 5-7 mspan>icrons epoxy primspan>er on both side of the sheet and polyester top coat 15-18 mspan>icrons. sheet should have protective guard filmspan> of 25 mspan>icrons mspan>inimspan>umspan> to avoid scratches during transportation and should be supplied in single length upto 12 mspan>etre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mspan>mspan>) with epdmspan> seal, comspan>plete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 30 repair to toilets + plumspan>bing works 31 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 32 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 33 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 34 providing and fixing ist quality glazed vitrified tiles polished finish of size 600 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 35 providing and laying water proofing treatmspan>ent in sunken portion of wcs, bathroomspan> etc., by applying cemspan>ent slurry mspan>ixed with water proofing cemspan>ent comspan>pound consisting of applying : (a) first layer of slurry of cemspan>ent @ 0.488 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.253 kg/sqmspan>. this layer will be allowed to air cure for 4 hours. (b) second layer of slurry of cemspan>ent @ 0.242 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.126 kg/sqmspan>. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (the rate includes preparation of surface, treatmspan>ent and sealing of all joints, corners, junctions of pipes and mspan>asonry with polymspan>er mspan>ixed slurry.) 36 providing and filling of cinder in sunken portion. 37 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 38 75 to 80 mspan>mspan> dia pipe 39 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 40 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 41 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 42 up to 150 mspan>mspan> diamspan>eter 43 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 44 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 45 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 46 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 47 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 48 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 49 110 mspan>mspan> diamspan>eter 50 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 51 a) coupler 52 110 mspan>mspan> 53 b) bend 87.5° 54 110 mspan>mspan> bend 55 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 56 75 mspan>mspan> diamspan>eter pipes 57 100 mspan>mspan> diamspan>eter pipes 58 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 59 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 60 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 61 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 62 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mspan>mspan> or 340x410x265 mspan>mspan> sizes respectively. 63 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 64 a) 32mspan>mspan> dia (for wash basin) 65 b) 40mspan>mspan> dia (for sink and urinal) 66 providing & fixing c.p. brass waste coupling for pvc waste pipe. 67 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382.the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 68 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 69 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 70 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 71 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 72 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 73 p-trap type floor trap 110 x 75 mspan>mspan> 74 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 75 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 76 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 77 providing & fixing soil, waste and vent pipes. 78 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 79 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 80 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 81 a) for 100mspan>mspan> dia pipe. 82 b) for 75mspan>mspan> dia pipe. 83 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 84 a) 100mspan>mspan> 85 sand cast iron s&s as per is - 3989 86 b) 75mspan>mspan> 87 sand cast iron s&s as per is- 3989 88 providing and fixing plaincast iron s & s sanitary bend. 89 a) 100mspan>mspan> 90 sand cast iron s&s as per is - 1729 91 b) 75mspan>mspan> 92 sand cast iron s&s as per is - 3989 93 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 94 a) 100x100x100mspan>mspan> 95 b) 75x75x75mspan>mspan> 96 providing and fixingcast iron termspan>inal guard. 97 a) 100mspan>mspan> 98 b) 75mspan>mspan> 99 providing & fixingcast iron coller. 100 a)100 mspan>mspan> 101 sand cast iron s&s as per is - 3989 102 b)75mspan>mspan> dia. 103 sand cast iron s&s as per is - 3989 104 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 105 a) 100mspan>mspan> 106 b) 75mspan>mspan> 107 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 108 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 109 providing and fixing ptmspan>t 15 mspan>mspan> urinal spreader size 95x69x100 mspan>mspan> with 1/2 bsp thread and shapes, weighing not less than 60 gmspan>s. 110 providing and fixing ptmspan>t urinal cock of approved quality and colour. 111 15 mspan>mspan> nomspan>inal bore, 80 mspan>mspan> long, 42 mspan>mspan> high and 30mspan>mspan> wide with bsp femspan>ale threads weighing not less than 48 gmspan>s 112 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 113 15 mspan>mspan> nomspan>inal outer dia pipes 114 20 mspan>mspan> nomspan>inal outer dia pipes 115 25 mspan>mspan> nomspan>inal outer dia pipes 116 32 mspan>mspan> nomspan>inal outer dia pipes 117 providing and fixing brass stop cock of approved quality. 118 15 mspan>mspan> nomspan>inal bore 119 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 120 a) 25mspan>mspan> dia nomspan>inal bore 121 b) 32mspan>mspan> dia nomspan>inal bore 122 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 123 a) 25mspan>mspan>. nomspan>inal bore 124 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 125 a) 15mspan>mspan> nomspan>inal bore 126 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 127 a) 15mspan>mspan> nomspan>inal bore 128 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 129 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 130 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and mspan>anufacture with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 131 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 mspan>arked, with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 132 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 133 a) 15mspan>mspan> nomspan>inal bore 134 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 135 a) 15mspan>mspan> nomspan>inal bore 136 providing and fixing c.p. brass angle valve for basin mspan>ixer and geyser points of approved quality conformspan>ing to is:8931 137 15mspan>mspan> nomspan>inal bore 138 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 139 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 140 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 141 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 142 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 143 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 144 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 145 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 146 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 147 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 148 repair to plaster and plinth protection 149 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge.nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 150 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 151 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 152 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 153 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 154 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 155 12mspan>mspan> cemspan>ent plaster of mspan>ix : 156 1:6 (1 cemspan>ent : 6 course sand) 157 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 158 1:3 ( 1 cemspan>ent : 3 fine sand) 159 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 160 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 161 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 162 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 163 old work (one or mspan>ore coats) 164 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 165 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 166 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 167 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>)over existing cemspan>ent paint surface 168 repairs to door / windows 169 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 170 of area 3 sq. mspan>etres and below 171 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 172 of area 3 sq. mspan>etres and below 173 renewing glass panes, with putty and nails wherever necessary including racking out the old putty:float glass panes of nomspan>inal thickness 4 mspan>mspan> (weight not less than 10kg/sqmspan>) 174 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 175 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 176 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 177 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete 178 fixed to steel windows by welding 179 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 180 300 mspan>mspan> weighing not less than 200gmspan>s. 181 250 mspan>mspan> weighing not less than 150gmspan>s. 182 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 183 100x58x1.90 mspan>mspan> 184 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 185 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 186 300 x 10mspan>mspan> 187 200 x 10mspan>mspan> 188 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 189 125 mspan>mspan> 190 providing and fixing factory mspan>ade pvc door shutter mspan>ade of solid foamspan> pvc profiles of thickness 5 mspan>mspan> and 15 mspan>mspan> at edges integrally extruded for vertical style and horizontal (top / bottomspan> / lock) rails of mspan>inimspan>umspan> cross section of 70mspan>mspan> x 28mspan>mspan>, of shape and design as per mspan>anufacturers specifications having homspan>ogenous fine cellular structure and smspan>ooth integral outer skin, inserted with g.l. c section/ rectangular tube profile of mspan>inimspan>umspan> 0.30 mspan>mspan> thickness with 120 gsmspan> coating as stiffeners as per mspan>anufacturers specifications mspan>itered cut joints for styles and rails provided with telescopic polymspan>eric l corners are joined together using solvent adhesive and strengthened with fully threaded stainless steel screws (of required size) through reinforcemspan>ent stiffener with paneling of specified solid foamspan> pvc board / high pressure lamspan>inate of required thickness and of approved design and shade (mspan>atching the styles and rails), secured within styles and rails with specially designed solid foamspan> pvc mspan>oulded headings of required size using pvc solvent adhesive / cemspan>ent. the finished door shutter including ss hardware, 1 no. ss sliding door bolt 200 x 10mspan>mspan>, 1 no. ss tower bolt 200 x 10mspan>mspan> and 2 nos. ss handles 125 mspan>mspan>, shall be fixed to framspan>e with 3 nos. stainless steel hinges of mspan>inimspan>umspan> size 100x58x1.9mspan>mspan> and stainless steel screws of required size comspan>plete as per direction of the engineer-in-charge.(cost of above hardware is inclusive in rates) 5 mspan>mspan> thick solid foamspan> pvc panel of required size with mspan>oulded/extruded beading of appropriate design shape and size as per mspan>anufacturers specifications (to secure the panel insert tight in place within the style and rails of the shutter)mspan>atching the color &shade of shutter framspan>e - non decorative type. 191 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 192 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 193 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 194 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 195 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 196 4.0 mspan>mspan> thick glass panes 197 applying primspan>ing coat : 198 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand and mspan>anufacture on resinous wood and plywood. 199 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 200 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture to give an even shade : 201 two or mspan>ore coats on new work 202 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade : 203 one or mspan>ore coats on old work 204 repairs to flooring 205 mspan>iscellaneous 206 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 207 in cemspan>ent mspan>ortar 208 reinforced cemspan>ent concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columspan>ns, pillars, piers, abutmspan>ents, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcemspan>ent : 209 1:1.5:3 (1 cemspan>ent : 1.5 coarse sand(zone-iii) : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 210 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for all heights : 211 edges of slabs and breaks in floors and walls 212 under 20 cmspan> wide 213 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for all heights : 214 suspended floors, roofs, landings, balconies and access platformspan>. 215 steel reinforcemspan>ent for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete upto plinth level. 216 thermspan>o-mspan>echanically treated bars of grade fe-500d or mspan>ore. 217 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 218 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 219 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 220 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 221 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 222 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 223 electrical work of school building 224 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 225 group c 226 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 227 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 228 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 229 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 230 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 231 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 232 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 233 group c 234 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 235 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 236 2 x 1.5 sq. mspan>mspan> 237 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 238 25 mspan>mspan> 239 32 mspan>mspan> 240 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 241 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 242 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 243 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 244 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 245 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 246 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 247 supplying and fixing brass batten/ angle holder including connection etc. as required. 248 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 249 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 250 6 way, double door 251 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 252 4 way (4 + 12), double door 253 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 254 single pole 255 single pole and neutral 256 triple pole 257 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 258 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 259 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 260 earthing with g.i. earth plate 600 mspan>mspan> x 600 mspan>mspan> x 6 mspan>mspan> thick including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe of 2.7 mspan>tr long etc. with charcoal/ coke and salt as required. 261 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip in 40 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. nut, bolt, spring, washer excavation and re-filling etc. as required. 262 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 263 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 264 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 265 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 266 installation, testing and comspan>mspan>issioning of ceiling fan, including wiring the down rods of standard length (upto 30 cmspan>) with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable, including providing and fixing phenolic lamspan>inated sheet cover 3on the fan box etc. as required. 267 installation of exhaust fan in the existing opening, including mspan>aking good the damspan>age, connection, testing, comspan>mspan>issioning etc. as required. 268 upto 450 mspan>mspan> sweep 269 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 270 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 271 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 272 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 273 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 274 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mspan>ounting frlsamspan>e and other accessories etc.comspan>plete 275 450 mspan>mspan> sweep 1400 rpmspan> 276 lightning conductor 277 providing and fixing of lightning conductor finial, mspan>ade of 25 mspan>mspan> dia 300 mspan>mspan> long, g.i. tube, having single prong at top, with 85 mspan>mspan> dia 6 mspan>mspan> thick g.i. base plate including holes etc. comspan>plete as required. 278 fixing of lightning conductor finial (single prong) with base plate including holes etc. comspan>plete as required. 279 jointing copper / g.i. tape (with another copper/ g i tape, base of the finial or any other mspan>etallic object) by riveting / nut bolting/ sweating and soldering etc as required. 280 providing and fixing g.i. tape 20 mspan>mspan> x 3 mspan>mspan> thick on parapet or surface of wall for lightning conductor comspan>plete as required.(for horizontal run) 281 providing and fixing g.i. tape 20 mspan>mspan> x 3 mspan>mspan> thick on parapet or surface of wall for lightning conductor comspan>plete as required.(for vertical run) 282 fixing of copper/ g.i. tape 20 mspan>mspan> x 3 mspan>mspan> thick on parapet or surface of wall for lightning conductor comspan>plete as required.(for vertical run) 283 providing and fixing testing joint, mspan>ade of 20 mspan>mspan> x 3 mspan>mspan> thick g.i. strip, 125 mspan>mspan> long, with 4 nos. of g.i. bolts, nuts, chuck nuts and spring washers etc. comspan>plete as required. 284 earthing with g.i. earth plate 600 mspan>mspan> x 600 mspan>mspan> x 6 mspan>mspan> thick including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe of 2.7 mspan>etre long etc. with charcoal/ coke and salt as required. details of cost for one set 285 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip in 40 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. nut, bolt, spring, washer excavation and re-filling etc. as required. 286 bill of quantity for boys dinning hall 287 repairs to roof 288 dismspan>antling roofing including ridges, hips, valleys and gutters etc.,and stacking the mspan>aterial within 50 mspan>etres lead of: 289 asbestos cemspan>ent sheet 290 providing ridges or hips of width 60 cmspan> overall width plain g.s. sheet fixed with polymspan>er coated j or l hooks, bolts and nuts 8 mspan>mspan> dia g.i. limspan>pet and bitumspan>en washers comspan>plete 0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 291 providing and fixing 15 cmspan> wide, 45 cmspan> overall semspan>i-circular plain g.s. sheet gutter with iron brackets 40x3mspan>mspan> size, bolts, nuts and washers etc., including mspan>aking necessary connections with rain water pipes comspan>plete.0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 292 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mspan>mspan> (+ 0.05 %) total coated thickness with zinc coating 120 gramspan>s per sqmspan> as per is: 277, in 240 mspan>pa steel grade, 5-7 mspan>icrons epoxy primspan>er on both side of the sheet and polyester top coat 15-18 mspan>icrons. sheet should have protective guard filmspan> of 25 mspan>icrons mspan>inimspan>umspan> to avoid scratches during transportation and should be supplied in single length upto 12 mspan>etre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mspan>mspan>) with epdmspan> seal, comspan>plete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 293 repair to plaster and plinth protection 294 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 295 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 296 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 297 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 298 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 299 12mspan>mspan> cemspan>ent plaster of mspan>ix : 300 1:6 (1 cemspan>ent : 6 course sand) 301 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 302 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 303 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 304 old work (one or mspan>ore coats) 305 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 306 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 307 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 308 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 309 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 310 repairs to door / windows 311 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 312 of area 3 sq. mspan>etres and below 313 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 314 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 315 renewal of old putty of glass panes (length) 316 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 317 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 318 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 319 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 320 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 321 300 mspan>mspan> weighing not less than 200gmspan>s. 322 250 mspan>mspan> weighing not less than 150gmspan>s. 323 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 324 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 325 300 x 10mspan>mspan> 326 150 x 10mspan>mspan> 327 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 328 with 12 mspan>mspan> mspan>ild steel u beading 329 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 330 125 mspan>mspan> 331 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 332 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 333 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 334 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 335 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 336 4.0 mspan>mspan> thick glass panes 337 applying primspan>ing coat : 338 with ready mspan>ixed pink or grey primspan>er of approved brand and mspan>anufacture on wood work (hard and soft wood) 339 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 340 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 341 two or mspan>ore coats on new work 342 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 343 one or mspan>ore coats on old work 344 flooring 345 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 346 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 347 kota stone slab flooring over 20 mspan>mspan> (average) thick base laid over and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slab, including rubbing and polishing comspan>plete with base of cemspan>ent mspan>ortar 1 : 4 (1 cemspan>ent : 4 coarse sand) : 348 25 mspan>mspan> thick 349 kota stone slabs 20 mspan>mspan> thick in risers of steps, skirting, dado and pillars laid on 12 mspan>mspan> (average) thick cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand) and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slabs, including rubbing and polishing comspan>plete. 350 mspan>iscellaneous 351 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 352 in cemspan>ent mspan>ortar 353 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 354 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 355 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 356 75 to 80 mspan>mspan> dia pipe 357 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 358 110 mspan>mspan> diamspan>eter 359 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 360 a) coupler 361 110 mspan>mspan> 362 b) bend 87.5° 363 110 mspan>mspan> bend 364 kitchen & dinning 365 structural repair & retrofitting 366 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 367 50mspan>mspan> average thickness 368 25 mspan>mspan> average thickness 369 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 370 bars upto 12 mspan>mspan> diamspan>eter 371 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 372 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 373 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 374 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 375 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 376 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 377 repairs to roof 378 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 379 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 380 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 381 dismspan>antling roofing including ridges, hips, valleys and gutters etc.,and stacking the mspan>aterial within 50 mspan>etres lead of: 382 asbestos cemspan>ent sheet 383 providing ridges or hips of width 60 cmspan> overall width plain g.s. sheet fixed with polymspan>er coated j or l hooks, bolts and nuts 8 mspan>mspan> dia g.i. limspan>pet and bitumspan>en washers comspan>plete 0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 384 providing and fixing 15 cmspan> wide, 45 cmspan> overall semspan>i-circular plain g.s. sheet gutter with iron brackets 40x3mspan>mspan> size, bolts, nuts and washers etc., including mspan>aking necessary connections with rain water pipes comspan>plete.0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 385 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mspan>mspan> (+ 0.05 %) total coated thickness with zinc coating 120 gramspan>s per sqmspan> as per is: 277, in 240 mspan>pa steel grade, 5-7 mspan>icrons epoxy primspan>er on both side of the sheet and polyester top coat 15-18 mspan>icrons. sheet should have protective guard filmspan> of 25 mspan>icrons mspan>inimspan>umspan> to avoid scratches during transportation and should be supplied in single length upto 12 mspan>etre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mspan>mspan>) with epdmspan> seal, comspan>plete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 386 providing and fixing false ceiling at all height including providing and fixing of framspan>e work mspan>ade of special sections, power pressed fromspan> mspan>.s. sheets and galvanized with zinc coating of 120 gmspan>s/sqmspan> (both side inclusive) as per is : 277 and consisting of angle cleats of size 25 mspan>mspan> wide x 1.6 mspan>mspan> thick with flanges of 27 mspan>mspan> and 37mspan>mspan>, at 1200 mspan>mspan> centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mspan>mspan> dia x 50mspan>mspan> long with 6mspan>mspan> dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mspan>mspan> of required length with nuts & bolts of required size and other end of angle hanger fixed with intermspan>ediate g.i. channels 45x15x0.9 mspan>mspan> running at the spacing of 1200 mspan>mspan> centre to centre, to which the ceiling section 0.5 mspan>mspan> thick bottomspan> wedge of 80 mspan>mspan> with tapered flanges of 26 mspan>mspan> each having lips of 10.5 mspan>mspan>, at 450 mspan>mspan> centre to centre, shall be fixed in a direction perpendicular to g.i. intermspan>ediate channel with connecting clips mspan>ade out of 2.64 mspan>mspan> dia x 230 mspan>mspan> long g.i. wire at every junction, including fixing perimspan>eter channels 0.5 mspan>mspan> thick 27 mspan>mspan> high having flanges of 20 mspan>mspan> and 30 mspan>mspan> long, the perimspan>eter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mspan>mspan> centre, with 25mspan>mspan> long dry wall screws @ 230 mspan>mspan> interval, including fixing of gypsumspan> board to ceiling section and perimspan>eter channel with the help of dry wall screws of size 3.5 x 25 mspan>mspan> at 230 mspan>mspan> c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomspan>mspan>ended jointing comspan>pound , jointing tapes , finishing with jointing comspan>pound in 3 layers covering upto 150 mspan>mspan> on both sides of joint and two coats of primspan>er suitable for board, all as per mspan>anufacturers specification and also including the cost of mspan>aking openings for light fittings, grills, diffusers, cutouts mspan>ade with framspan>e of perimspan>eter channels suitably fixed, all comspan>plete as per drawings, specification and direction of the engineer in charge but excluding the cost of painting with : 387 12.5 mspan>mspan> thick tapered edge glass reinforced gypsumspan> (grg) board conformspan>ing to is: 2095- (part 3) : 1996 (board with bis certification mspan>arks) 388 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a primspan>ing coat of approved steel primspan>er, including welding and bolted with special shaped washers etc. comspan>plete.electric resistance or induction butt welded tubes. 389 repair to toilets + plumspan>bing works 390 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 391 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 392 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 393 providing and fixing ist quality glazed vitrified tiles polished finish of size 600 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 394 plumspan>bing work 395 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 396 75 to 80 mspan>mspan> dia pipe 397 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 398 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 399 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 400 up to 150 mspan>mspan> diamspan>eter 401 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 402 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 403 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 404 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 405 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 406 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 407 110 mspan>mspan> diamspan>eter 408 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 409 a) coupler 410 110 mspan>mspan> 411 b) bend 87.5° 412 110 mspan>mspan> bend 413 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 414 75 mspan>mspan> diamspan>eter pipes 415 100 mspan>mspan> diamspan>eter pipes 416 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 417 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 418 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 419 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 420 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 421 a) 32mspan>mspan> dia (for wash basin) 422 b) 40mspan>mspan> dia (for sink and urinal) 423 providing & fixing c.p. brass waste coupling for pvc waste pipe. 424 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382.the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 425 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 426 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 427 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 428 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 429 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 430 p-trap type floor trap 110 x 75 mspan>mspan> 431 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 432 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 433 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 434 providing & fixing soil, waste and vent pipes. 435 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 436 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 437 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 438 a) for 100mspan>mspan> dia pipe. 439 b) for 75mspan>mspan> dia pipe. 440 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 441 a) 100mspan>mspan> 442 sand cast iron s&s as per is - 3989 443 b) 75mspan>mspan> 444 sand cast iron s&s as per is- 3989 445 providing and fixing plaincast iron s & s sanitary bend. 446 a) 100mspan>mspan> 447 sand cast iron s&s as per is - 1729 448 b) 75mspan>mspan> 449 sand cast iron s&s as per is - 3989 450 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 451 a) 100x100x100mspan>mspan> 452 b) 75x75x75mspan>mspan> 453 providing and fixingcast iron termspan>inal guard. 454 a) 100mspan>mspan> 455 b) 75mspan>mspan> 456 providing & fixingcast iron coller. 457 a)100 mspan>mspan> 458 sand cast iron s&s as per is - 3989 459 b)75mspan>mspan> dia. 460 sand cast iron s&s as per is - 3989 461 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 462 a) 100mspan>mspan> 463 b) 75mspan>mspan> 464 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 465 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 466 providing and fixing ptmspan>t 15 mspan>mspan> urinal spreader size 95x69x100 mspan>mspan> with 1/2 bsp thread and shapes, weighing not less than 60 gmspan>s. 467 providing and fixing ptmspan>t urinal cock of approved quality and colour. 468 15 mspan>mspan> nomspan>inal bore, 80 mspan>mspan> long, 42 mspan>mspan> high and 30mspan>mspan> wide with bsp femspan>ale threads weighing not less than 48 gmspan>s 469 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 470 15 mspan>mspan> nomspan>inal outer dia pipes 471 20 mspan>mspan> nomspan>inal outer dia pipes 472 25 mspan>mspan> nomspan>inal outer dia pipes 473 32 mspan>mspan> nomspan>inal outer dia pipes 474 providing and fixing brass stop cock of approved quality. 475 15 mspan>mspan> nomspan>inal bore 476 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 477 a) 25mspan>mspan> dia nomspan>inal bore 478 b) 32mspan>mspan> dia nomspan>inal bore 479 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 480 a) 25mspan>mspan>. nomspan>inal bore 481 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 482 a) 15mspan>mspan> nomspan>inal bore 483 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 484 a) 15mspan>mspan> nomspan>inal bore 485 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 486 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 487 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and mspan>anufacture with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 488 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 mspan>arked, with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 489 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 490 a) 15mspan>mspan> nomspan>inal bore 491 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 492 a) 15mspan>mspan> nomspan>inal bore 493 providing and fixing c.p. brass angle valve for basin mspan>ixer and geyser points of approved quality conformspan>ing to is:8931 494 15mspan>mspan> nomspan>inal bore 495 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 496 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 497 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 498 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 499 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 500 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 501 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 502 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 503 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 504 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 505 repair to plaster and plinth protection 506 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 507 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 508 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 509 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 510 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 511 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 512 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 513 12mspan>mspan> cemspan>ent plaster of mspan>ix : 514 1:6 (1 cemspan>ent : 6 course sand) 515 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 516 1:3 ( 1 cemspan>ent : 3 fine sand) 517 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 518 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 519 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 520 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 521 old work (one or mspan>ore coats) 522 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 523 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 524 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 525 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 526 repairs to door / windows 527 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 528 of area 3 sq. mspan>etres and below 529 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 530 of area 3 sq. mspan>etres and below 531 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 532 float glass panes of nomspan>inal thickness 4 mspan>mspan> (weight not less than 10kg/sqmspan>) 533 renewal of old putty of glass panes (length) 534 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 535 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 536 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 537 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 538 300 mspan>mspan> weighing not less than 200gmspan>s. 539 250 mspan>mspan> weighing not less than 150gmspan>s. 540 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 541 100x58x1.90 mspan>mspan> 542 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 543 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 544 300 x 10mspan>mspan> 545 200 x 10mspan>mspan> 546 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 547 125 mspan>mspan> 548 providing and fixing fiber glass reinforced plastic (frp) door framspan>es of cross-section 90 mspan>mspan> x 45 mspan>mspan> having single rebate of 32 mspan>mspan> x 15 mspan>mspan> to receive shutter of 30 mspan>mspan> thickness. the lamspan>inate shall be mspan>oulded with fire resistant grade unsaturated polyester resin and chopped mspan>at. door framspan>e lamspan>inate shall be 2mspan>mspan> thick and shall be filled with suitable wooden block in all the three legs. the framspan>e shall be covered with fiber glass fromspan> all sides. mspan>.s. stay shall be provided at the bottomspan> to steady the framspan>e. 549 30 mspan>mspan> thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish mspan>ade with fire retardant grade unsaturated polyester resin, mspan>oulded to 3 mspan>mspan> thick frp lamspan>inate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foamspan> (puf) /polystyrene foamspan> to be used as filler mspan>aterial throughout the hollow panel, casted mspan>onolithically with testing paramspan>eters of f.r.p. lamspan>inate conformspan>ing to table - 3 of is: 14856, comspan>plete as per direction of engineer-in-charge. 550 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> all comspan>plete. 551 with 12 mspan>mspan> mspan>ild steel u beading 552 providing and fixing 1mspan>mspan> thick mspan>.s. sheet door with framspan>e of 40x40x6mspan>mspan> angle iron and 3 mspan>mspan> mspan>.s. gusset plates at the junctions and corners, all necessary fittings comspan>plete, including applying a primspan>ing coat of approved steel primspan>er. 553 using flats 30x6mspan>mspan> for diagonal braces and central cross piece 554 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 555 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 556 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarsesand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 557 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 558 4.0 mspan>mspan> thick glass panes 559 applying primspan>ing coat : 560 with ready mspan>ixed pink or grey primspan>er of approved brand and mspan>anufacture on wood work (hard and soft wood) 561 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 562 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture to give an even shade : 563 two or mspan>ore coats on new work 564 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade : 565 one or mspan>ore coats on old work 566 mspan>iscellaneous 567 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 568 in cemspan>ent mspan>ortar 569 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 570 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 571 reinforced cemspan>ent concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columspan>ns, pillars, piers, abutmspan>ents, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcemspan>ent : 572 1:1.5:3 (1 cemspan>ent : 1.5 coarse sand(zone-iii) : 3 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 573 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for all heights : 574 edges of slabs and breaks in floors and walls 575 under 20 cmspan> wide 576 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for all heights : 577 suspended floors, roofs, landings, balconies and access platformspan>. 578 steel reinforcemspan>ent for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete upto plinth level. 579 thermspan>o-mspan>echanically treated bars of grade fe-500d or mspan>ore. 580 electrical work of kitchen & dinning 581 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 582 group c 583 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 584 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 585 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 586 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 587 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 588 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 589 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 590 group c 591 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 592 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 593 2 x 1.5 sq. mspan>mspan> 594 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 595 25 mspan>mspan> 596 32 mspan>mspan> 597 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 598 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 599 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 600 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 601 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 602 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 603 supplying and fixing brass batten/ angle holder including connection etc. as required. 604 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 605 4 way (4 + 12), double door 606 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 607 single pole 608 single pole and neutral 609 triple pole 610 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 611 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 612 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 613 earthing with g.i. earth plate 600 mspan>mspan> x 600 mspan>mspan> x 6 mspan>mspan> thick including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe of 2.7 mspan>tr long etc. with charcoal/ coke and salt as required. 614 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip in 40 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. nut, bolt, spring, washer excavation and re-filling etc. as required. 615 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 616 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 617 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 618 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 619 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 620 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 621 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 622 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 623 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 624 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mspan>ounting frlsamspan>e and other accessories etc.comspan>plete 625 450 mspan>mspan> sweep 1400 rpmspan> 626 cost of mspan>p hall 627 structural repair & retrofitting 628 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 629 50 mspan>mspan> average thickness 630 25 mspan>mspan> average thickness 631 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 632 bars upto 12 mspan>mspan> diamspan>eter 633 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 634 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 635 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 636 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 637 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 638 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 639 repairs to roof 640 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 641 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 642 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 643 dismspan>antling roofing including ridges, hips, valleys and gutters etc.,and stacking the mspan>aterial within 50 mspan>etres lead of: 644 asbestos cemspan>ent sheet 645 providing ridges or hips of width 60 cmspan> overall width plain g.s. sheet fixed with polymspan>er coated j or l hooks, bolts and nuts 8 mspan>mspan> dia g.i. limspan>pet and bitumspan>en washers comspan>plete 0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 646 providing and fixing 15 cmspan> wide, 45 cmspan> overall semspan>i-circular plain g.s. sheet gutter with iron brackets 40x3mspan>mspan> size, bolts, nuts and washers etc., including mspan>aking necessary connections with rain water pipes comspan>plete.0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 647 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mspan>mspan> (+ 0.05 %) total coated thickness with zinc coating 120 gramspan>s per sqmspan> as per is: 277, in 240 mspan>pa steel grade, 5-7 mspan>icrons epoxy primspan>er on both side of the sheet and polyester top coat 15-18 mspan>icrons. sheet should have protective guard filmspan> of 25 mspan>icrons mspan>inimspan>umspan> to avoid scratches during transportation and should be supplied in single length upto 12 mspan>etre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mspan>mspan>) with epdmspan> seal, comspan>plete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 648 providing and fixing false ceiling at all height including providing and fixing of framspan>e work mspan>ade of special sections, power pressed fromspan> mspan>.s. sheets and galvanized with zinc coating of 120 gmspan>s/sqmspan> (both side inclusive) as per is : 277 and consisting of angle cleats of size 25 mspan>mspan> wide x 1.6 mspan>mspan> thick with flanges of 27 mspan>mspan> and 37mspan>mspan>, at 1200 mspan>mspan> centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mspan>mspan> dia x 50mspan>mspan> long with 6mspan>mspan> dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mspan>mspan> of required length with nuts & bolts of required size and other end of angle hanger fixed with intermspan>ediate g.i. channels 45x15x0.9 mspan>mspan> running at the spacing of 1200 mspan>mspan> centre to centre, to which the ceiling section 0.5 mspan>mspan> thick bottomspan> wedge of 80 mspan>mspan> with tapered flanges of 26 mspan>mspan> each having lips of 10.5 mspan>mspan>, at 450 mspan>mspan> centre to centre, shall be fixed in a direction perpendicular to g.i. intermspan>ediate channel with connecting clips mspan>ade out of 2.64 mspan>mspan> dia x 230 mspan>mspan> long g.i. wire at every junction, including fixing perimspan>eter channels 0.5 mspan>mspan> thick 27 mspan>mspan> high having flanges of 20 mspan>mspan> and 30 mspan>mspan> long, the perimspan>eter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mspan>mspan> centre, with 25mspan>mspan> long dry wall screws @ 230 mspan>mspan> interval, including fixing of gypsumspan> board to ceiling section and perimspan>eter channel with the help of dry wall screws of size 3.5 x 25 mspan>mspan> at 230 mspan>mspan> c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomspan>mspan>ended jointing comspan>pound , jointing tapes , finishing with jointing comspan>pound in 3 layers covering upto 150 mspan>mspan> on both sides of joint and two coats of primspan>er suitable for board, all as per mspan>anufacturers specification and also including the cost of mspan>aking openings for light fittings, grills, diffusers, cutouts mspan>ade with framspan>e of perimspan>eter channels suitably fixed, all comspan>plete as per drawings, specification and direction of the engineer in charge but excluding the cost of painting with : 649 12.5 mspan>mspan> thick tapered edge glass reinforced gypsumspan> (grg) board conformspan>ing to is: 2095- (part 3) : 1996 (board with bis certification mspan>arks) 650 repair to plaster and plinth protection 651 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 652 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 653 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 654 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 655 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 656 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 657 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 658 12mspan>mspan> cemspan>ent plaster of mspan>ix : 659 1:6 (1 cemspan>ent : 6 course sand) 660 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 661 1:3 ( 1 cemspan>ent : 3 fine sand) 662 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 663 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 664 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 665 old work (one or mspan>ore coats) 666 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 667 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 668 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 669 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 670 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 671 repairs to door / windows 672 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 673 of area 3 sq. mspan>etres and below 674 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 675 of area 3 sq. mspan>etres and below 676 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 677 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 678 renewal of old putty of glass panes (length) 679 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 680 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 681 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 682 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 683 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 684 300 mspan>mspan> weighing not less than 200gmspan>s. 685 250 mspan>mspan> weighing not less than 150gmspan>s. 686 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 687 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 688 300 x 10mspan>mspan> 689 150 x 10mspan>mspan> 690 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 691 with 12 mspan>mspan> mspan>ild steel u beading 692 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 693 125 mspan>mspan> 694 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 695 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 696 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 697 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 698 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 699 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 700 4.0 mspan>mspan> thick glass panes 701 applying primspan>ing coat : 702 with ready mspan>ixed pink or grey primspan>er of approved brand and mspan>anufacture on wood work (hard and soft wood) 703 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 704 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 705 two or mspan>ore coats on new work 706 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 707 one or mspan>ore coats on old work 708 flooring 709 mspan>iscellaneous 710 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 711 in cemspan>ent mspan>ortar 712 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 713 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 714 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 715 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 716 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 717 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 718 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 719 75 to 80 mspan>mspan> dia pipe 720 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 721 110 mspan>mspan> diamspan>eter 722 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 723 a) coupler 724 110 mspan>mspan> 725 b) bend 87.5° 726 110 mspan>mspan> bend 727 electrical work 728 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 729 group c 730 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 731 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 732 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 733 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 734 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 735 2 x 1.5 sq. mspan>mspan> 736 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 737 25 mspan>mspan> 738 32 mspan>mspan> 739 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 740 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 741 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 742 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 743 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 744 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 745 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 746 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 747 6 way, double door 748 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 749 4 way (4 + 12), double door 750 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 751 single pole 752 single pole and neutral 753 triple pole 754 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 755 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 756 installation of exhaust fan in the existing opening, including mspan>aking good the damspan>age, connection, testing, comspan>mspan>issioning etc. as required. 757 upto 450 mspan>mspan> sweep 758 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 759 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 760 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 761 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 762 supply of 30w led recess mspan>ounted fixturemspan>ake-philips cat no.rc380b led30s-6500 l60w60 psd od s1 or equivalent. 763 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 764 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mspan>ounting frlsamspan>e and other accessories etc.comspan>plete 765 450 mspan>mspan> sweep 1400 rpmspan> 766 boysdormspan>itory (g) for 72 students 767 structural repair & retrofitting 768 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 769 50 mspan>mspan> average thickness 770 25 mspan>mspan> average thickness 771 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 772 bars upto 12 mspan>mspan> diamspan>eter 773 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 774 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 775 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 776 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 777 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 778 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 779 expansion joint treatmspan>ent 780 providing and fixing of expansion joint systemspan> related with floor location as per drawings and direction of engineer-in-charge. the joints systemspan> will be of extruded alumspan>inumspan> base mspan>emspan>bers, self aligning / self centering arrangemspan>ent and support plates etc. as per astmspan> b221-02. the systemspan> shall be such that it provides floor to floor /floor to wall expansion control systemspan> for various vertical localtion in load application areas that accomspan>mspan>odates mspan>ulti directional seismspan>ic mspan>ovemspan>ent without stress to its comspan>ponents. systemspan> shall consist of mspan>etal profiles with a universal alumspan>inumspan> base mspan>emspan>ber designed to accomspan>mspan>odate various project conditions and finish floor treatmspan>ents. the cover plate shall be designed of width and thickness required to satisfy projects mspan>ovemspan>ent and loading requiremspan>ents and secured to base mspan>emspan>bers by utilizing mspan>anufacturer’s pre-engineered self- centering arrangemspan>ent that freely rotates / mspan>oves in all directions. the self - centering arrangemspan>ent shall exhibit circular sphere ends that lock and slide inside the corresponding alumspan>inumspan> extrusion cavity to allow freedomspan> of mspan>ovemspan>ent and flexure in all directions including vertical displacemspan>ent. provision of mspan>oisture barrier mspan>emspan>brane in the joint systemspan> to have watertight joint is mspan>andatory requiremspan>ent all as per the mspan>anufactures design and as approved by engineer -in- charge. (mspan>aterial shall confirmspan> to astmspan> 6063). 781 floor joint of 100 mspan>mspan> gap 782 providing and fixing of expansion joint systemspan> related with wall joint (internal/ external) location as per drawings and direction of engineer-in- charge. the joints shall be of extruded alumspan>inumspan> base mspan>emspan>bers, self aligning / centering arrangemspan>ent and support plates as per astmspan> b221- 02. the mspan>aterial shall be such that it provides an expansion joints systemspan>suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office buildings & comspan>plexes with no slipping down tendency amspan>ongst the comspan>ponents of the joint systemspan>. the joint systemspan> shall utilize light weight alumspan>inumspan> profiles exhibiting mspan>inimspan>al exposed alumspan>inumspan> surfaces mspan>echanically snap locking the mspan>ulticellular to facilitate mspan>ovemspan>ent. (mspan>aterial shall confirmspan> to astmspan> 6063). 783 wall joint of 100 mspan>mspan> gap 784 providing and fixing of expansion joint systemspan> of approved mspan>ake and mspan>anufacture for various roof locations as per approved drawings and direction of engineer-in-charge. the joints shall be of extruded alumspan>inumspan> base mspan>emspan>bers with, self aligning and self centering arragemspan>ent support plates as per astmspan> b221-02. the systemspan> shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control systemspan> that is capable of accomspan>mspan>odating mspan>ultidirectional seismspan>ic mspan>ovemspan>ent without stress to its comspan>ponents. systemspan> shall consist of mspan>etal profile that incorporates a universal alumspan>inumspan> base mspan>emspan>ber designed to accomspan>mspan>odate various project conditions and roof treatmspan>ents. the cover plate shall be designed of width and thickness required to satisfy mspan>ovemspan>ent and loading requiremspan>ents and secured to base mspan>emspan>bers by utilizing mspan>anufacturer’s pre-engineered self-centering arrangemspan>ent that freely rotates / mspan>oves in all directions. the self centering arrangemspan>ent shall exhibit circular sphere ends that lock and slide inside the corresponding alumspan>inumspan> extrusion cavity to allow freedomspan> of mspan>ovemspan>ent and flexure in all directions including vertical displacemspan>ent. the joint systemspan> shall resists damspan>age or deterioration fromspan> the imspan>pact of falling ice, exposure to uv, airborne contamspan>inants and occasional foot traffic fromspan> mspan>aintenance personnel. provision of mspan>oisture barrier mspan>emspan>brane in the joint systemspan> to have water tight joint is mspan>andatory requiremspan>ent. (mspan>aterial shall confirmspan> to astmspan> 6063.) 785 roof joint of 100 mspan>mspan> gap 786 repairs to roof 787 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 788 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 789 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 790 repair to toilets 791 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 792 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalent design mspan>ix) 793 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 794 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 795 providing and fixing ist quality glazed vitrified tiles polished finish of size 600 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 796 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 797 providing and laying water proofing treatmspan>ent in sunken portion of wcs, bathroomspan> etc., by applying cemspan>ent slurry mspan>ixed with water proofing cemspan>ent comspan>pound consisting of applying : a) first layer of slurry of cemspan>ent @ 0.488 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.253 kg/sqmspan>. this layer will be allowed to air cure for 4 hours. b) second layer of slurry of cemspan>ent @ 0.242 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.126 kg/sqmspan>. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatmspan>ent and sealing of all joints, corners, junctions of pipes and mspan>asonry with polymspan>er mspan>ixed slurry. 798 providing and filling of cinder in sunken portions. 799 repair to plaster and plinth protection 800 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 801 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 802 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 803 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 804 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 805 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 806 15mspan>mspan> cemspan>ent plaster on rough side of single or half brick wall of mspan>ix 807 1:6 (1 cemspan>ent : 6 course sand) 808 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 809 1:3 ( 1 cemspan>ent : 3 fine sand) 810 wall painting with acrylic emspan>ulsion paint, having voc (volatile organic comspan>pound) content less than 50 gramspan>s/ litre, of approved brand and mspan>anufacture, including applying additional coats wherever required, to achieve even shade and colour. 811 two coats 812 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 813 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 814 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 815 washed stone grit plaster on exterior walls height upto 10 mspan>etre above ground level, in two layers, under layer 12 mspan>mspan> cemspan>ent plaster 1:4 (1 cemspan>ent : 4 coarse sand ), furrowing the under layer with scratching tool, applying cemspan>ent slurry on the under layer @ 2 kg of cemspan>ent per square mspan>etre, top layer 15 mspan>mspan> cemspan>ent plaster 1:1/ 2:2 (1 cemspan>ent: 1/2 coarse sand : 2 stone chipping 10 mspan>mspan> nomspan>inal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,comspan>plete as per specification and direction of engineer-in-charge (paymspan>ent for providing grooves shall be mspan>ade separately). 816 formspan>ing groove of uniformspan> size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including remspan>oval of wooden battens, repair to the edges of panels and finishing the groove comspan>plete as per specifications and direction of the engineer-in-charge : 817 15 mspan>mspan> wide and 15 mspan>mspan> deep groove 818 repairs to door / windows 819 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 820 of area 3 sq. mspan>etres and below 821 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 822 of area 3 sq. mspan>etres and below 823 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 824 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 825 renewal of old putty of glass panes (length) 826 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 827 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 828 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 829 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete .fixed to steel windows by welding 830 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 831 300 mspan>mspan> weighing not less than 200gmspan>s. 832 250 mspan>mspan> weighing not less than 150gmspan>s. 833 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 834 100x58x1.90 mspan>mspan> 835 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 836 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 837 300 x 10mspan>mspan> 838 150 x 10mspan>mspan> 839 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 840 125 mspan>mspan> 841 providing and fixing alumspan>iniumspan> hanging floor door stopper isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. comspan>plete. 842 twin rubber stopper 843 providing and fixing fiber glass reinforced plastic (frp) door framspan>es of cross-section 90 mspan>mspan> x 45 mspan>mspan> having single rebate of 32 mspan>mspan> x 15 mspan>mspan> to receive shutter of 30 mspan>mspan> thickness. the lamspan>inate shall be mspan>oulded with fire resistant grade unsaturated polyester resin and chopped mspan>at. door framspan>e lamspan>inate shall be 2mspan>mspan> thick and shall be filled with suitable wooden block in all the three legs. the framspan>e shall be covered with fiber glass fromspan> all sides. mspan>.s. stay shall be provided at the bottomspan> to steady the framspan>e. 844 providing and fixing to existing door framspan>es. 845 30 mspan>mspan> thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish mspan>ade with fire retardant grade unsaturated polyester resin, mspan>oulded to 3 mspan>mspan> thick frp lamspan>inate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foamspan> puf)/ polystyrene foamspan> to be used as filler mspan>aterial throughout the hollow panel, casted mspan>onolithically with testing paramspan>eters of f.r.p. lamspan>inate conformspan>ing to table - 3 of is: 14856, comspan>plete as per direction of engineer-in-charge. 846 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mspan>mspan> and average width of aperture 1.4mspan>mspan> in both directions for doors, windows and clerestory windows with necessary screws : 847 35 mspan>mspan> thick shutters.with isi mspan>arked stainless steel butt hinges of required size. kiln seasoned and chemspan>ically treated hollock wood. 848 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 849 with 12 mspan>mspan> mspan>ild steel u beading 850 providing and fixing 1mspan>mspan> thick mspan>.s. sheet door with framspan>e of 40x40x6mspan>mspan> angle iron and 3 mspan>mspan> mspan>.s. gusset plates at the junctions and corners, all necessary fittings comspan>plete, including applying a primspan>ing coat of approved steel primspan>er. 851 using flats 30x6mspan>mspan> for diagonal braces and central cross piece 852 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 853 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 854 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er 855 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 856 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 857 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 858 steel work welded in built up sections/ framspan>ed work, including cutting, hoisting, fixing in position and applying a primspan>ing coat of approved steel primspan>er using structural steel etc. as required. 859 in gratings, framspan>es, guard bar, ladder, railings, brackets, gates and simspan>ilar works 860 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 861 4.0 mspan>mspan> thick glass panes 862 applying primspan>ing coat : 863 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand and mspan>anufacture on resinous wood and plywood 864 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 865 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 866 two or mspan>ore coats on new work 867 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 868 one or mspan>ore coats on old work 869 repairs to flooring 870 mspan>iscellaneous 871 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 872 in cemspan>ent mspan>ortar 873 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 874 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 875 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 876 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 877 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 878 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 879 plumspan>bing work of boysdormspan>itory (g) for 72 students 880 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 881 75 to 80 mspan>mspan> dia pipe 882 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 883 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 884 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 885 up to 150 mspan>mspan> diamspan>eter 886 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 887 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 888 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 889 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 890 up to 150 mspan>mspan> diamspan>eter 891 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 892 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 893 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 894 110 mspan>mspan> diamspan>eter 895 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 896 a) coupler 897 110 mspan>mspan> 898 b) bend 87.5° 899 110 mspan>mspan> bend 900 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 901 75 mspan>mspan> diamspan>eter pipes 902 100 mspan>mspan> diamspan>eter pipes 903 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 904 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 905 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever), conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required. 906 w.c. pan with isi mspan>arked white solid plastic seat and lid 907 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 908 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 909 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mspan>mspan> or 340x410x265 mspan>mspan> sizes respectively. 910 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 911 a) 32mspan>mspan> dia (for wash basin) 912 b) 40mspan>mspan> dia (for sink and urinal) 913 providing & fixing c.p. brass health faucet for ablution with 1 mspan>eter long pvc tube, hand shower, couplings, wall hook and other accessories. 914 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 915 providing & fixing c.p. brass waste coupling for pvc waste pipe. 916 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382.the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 917 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 918 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 919 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 920 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 921 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 922 p-trap type floor trap 110 x 75 mspan>mspan> 923 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 924 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 925 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 926 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 927 providing and fixing toilet paper holder : 928 vitreous china 929 providing & fixing soil, waste and vent pipes. 930 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 931 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 932 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 933 a) for 100mspan>mspan> dia pipe. 934 b) for 75mspan>mspan> dia pipe. 935 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 936 a) 100mspan>mspan> 937 sand cast iron s&s as per is - 3989 938 b) 75mspan>mspan> 939 sand cast iron s&s as per is- 3989 940 providing and fixing plaincast iron s & s sanitary bend. 941 a) 100mspan>mspan> 942 sand cast iron s&s as per is - 1729 943 b) 75mspan>mspan> 944 sand cast iron s&s as per is - 3989 945 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 946 a) 100x100x100mspan>mspan> 947 b) 75x75x75mspan>mspan> 948 providing and fixingcast iron termspan>inal guard. 949 a) 100mspan>mspan> 950 b) 75mspan>mspan> 951 providing & fixingcast iron coller. 952 a)100 mspan>mspan> 953 sand cast iron s&s as per is - 3989 954 b)75mspan>mspan> dia. 955 sand cast iron s&s as per is - 3989 956 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 957 a) 100mspan>mspan> 958 b) 75mspan>mspan> 959 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 960 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 961 providing and fixing ptmspan>t 15 mspan>mspan> urinal spreader size 95x69x100 mspan>mspan> with 1/2 bsp thread and shapes, weighing not less than 60 gmspan>s. 962 providing and fixing ptmspan>t urinal cock of approved quality and colour. 963 15 mspan>mspan> nomspan>inal bore, 80 mspan>mspan> long, 42 mspan>mspan> high and 30mspan>mspan> wide with bsp femspan>ale threads weighing not less than 48 gmspan>s 964 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 965 15 mspan>mspan> nomspan>inal outer dia pipes 966 20 mspan>mspan> nomspan>inal outer dia pipes 967 25 mspan>mspan> nomspan>inal outer dia pipes 968 32 mspan>mspan> nomspan>inal outer dia pipes 969 providing and fixing brass stop cock of approved quality. 970 15 mspan>mspan> nomspan>inal bore 971 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 972 a) 25mspan>mspan> dia nomspan>inal bore 973 b) 32mspan>mspan> dia nomspan>inal bore 974 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 975 a) 25mspan>mspan>. nomspan>inal bore 976 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 977 a) 15mspan>mspan> nomspan>inal bore 978 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 979 a) 15mspan>mspan> nomspan>inal bore 980 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 981 a) 15mspan>mspan> nomspan>inal bore 982 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 983 a) 15mspan>mspan> nomspan>inal bore 984 providing and fixing c.p. brass angle valve for basin mspan>ixer and geyser points of approved quality conformspan>ing to is:8931 985 15mspan>mspan> nomspan>inal bore 986 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 987 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 988 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 989 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 990 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 991 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 992 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 993 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 994 electrical work of boysdormspan>itory (g) for 72 students 995 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 996 group b 997 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 998 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 999 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 1000 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 1001 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 1002 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 1003 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 1004 group b 1005 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 1006 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1007 2 x 1.5 sq. mspan>mspan> 1008 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 1009 25 mspan>mspan> 1010 32 mspan>mspan> 1011 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 1012 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 1013 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 1014 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 1015 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1016 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 1017 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 1018 supplying and fixing brass batten/ angle holder including connection etc. as required. 1019 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 1020 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1021 6 way, double door 1022 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1023 4 way (4 + 12), double door 1024 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 1025 single pole 1026 single pole and neutral 1027 triple pole 1028 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 1029 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 1030 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1031 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 1032 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 1033 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 1034 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 1035 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 1036 girls dormspan>itories(cpwd type) 1 block 1037 structural repair & retrofitting 1038 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 1039 50mspan>mspan> average thickness 1040 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 1041 bars upto 12 mspan>mspan> diamspan>eter 1042 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 1043 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 1044 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 1045 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 1046 repairs to roof 1047 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 1048 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 1049 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 1050 repair to toilets 1051 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 1052 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 1053 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 1054 providing and fixing ist quality glazed vitrified tiles polished finish of size 450 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 1055 repair to plaster and plinth protection 1056 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gmspan>s/litre, of approved mspan>anufacturer, of required shade and colour comspan>plete, as per mspan>anufacturers specification. 1057 two or mspan>ore coats on new work 1058 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 1059 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 1060 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 1061 15mspan>mspan> cemspan>ent plaster on rough side of single or half brick wall of mspan>ix 1062 1:6 (1 cemspan>ent : 6 course sand) 1063 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 1064 1:3 ( 1 cemspan>ent : 3 fine sand) 1065 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 1066 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 1067 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 1068 old work (one or mspan>ore coats) 1069 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 1070 washed stone grit plaster on exterior walls height upto 10 mspan>etre above ground level, in two layers, under layer 12 mspan>mspan> cemspan>ent plaster 1:4 (1 cemspan>ent : 4 coarse sand ), furrowing the under layer with scratching tool, applying cemspan>ent slurry on the under layer @ 2 kg of cemspan>ent per square mspan>etre, top layer 15 mspan>mspan> cemspan>ent plaster 1:1/ 2:2 (1 cemspan>ent: 1/2 coarse sand : 2 stone chipping 10 mspan>mspan> nomspan>inal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,comspan>plete as per specification and direction of engineer-in-charge (paymspan>ent for providing grooves shall be mspan>ade separately). 1071 formspan>ing groove of uniformspan> size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including remspan>oval of wooden battens, repair to the edges of panels and finishing the groove comspan>plete as per specifications and direction of the engineer-in-charge : 1072 15 mspan>mspan> wide and 15 mspan>mspan> deep groove 1073 repairs to door / windows 1074 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 1075 of area 3 sq. mspan>etres and below 1076 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 1077 of area 3 sq. mspan>etres and below 1078 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 1079 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 1080 renewal of old putty of glass panes (length) 1081 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete .fixed to steel windows by welding 1082 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 1083 250 mspan>mspan> weighing not less than 150gmspan>s. 1084 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 1085 100x58x1.90 mspan>mspan> 1086 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 1087 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 1088 300 x 10mspan>mspan> 1089 150 x 10mspan>mspan> 1090 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 1091 125 mspan>mspan> 1092 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1093 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 1094 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 1095 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 1096 providing & fixing decorative high pressure lamspan>inated sheet of plain / wood grain in gloss / mspan>att / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conformspan>ing to is : 2046 type s, including cost of adhesive of approved quality. 1.5 mspan>mspan> thick. 1097 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> all comspan>plete. 1098 with 12 mspan>mspan> mspan>ild steel u beading 1099 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 1100 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 1101 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er 1102 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 1103 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 1104 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 1105 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 1106 4.0 mspan>mspan> thick glass panes 1107 applying primspan>ing coat : 1108 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand and mspan>anufacture on resinous wood and plywood. 1109 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 1110 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1111 two or mspan>ore coats on new work 1112 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1113 one or mspan>ore coats on old work 1114 mspan>iscellaneous 1115 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 1116 in cemspan>ent mspan>ortar 1117 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1118 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 1119 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1120 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 1121 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 1122 plumspan>bing work of girlsdormspan>itory (g) for 48 students 1123 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 1124 75 to 80 mspan>mspan> dia pipe 1125 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 1126 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 1127 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 1128 up to 150 mspan>mspan> diamspan>eter 1129 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 1130 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 1131 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 1132 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 1133 up to 150 mspan>mspan> diamspan>eter 1134 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 1135 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 1136 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 1137 110 mspan>mspan> diamspan>eter 1138 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 1139 a) coupler 1140 110 mspan>mspan> 1141 b) bend 87.5° 1142 110 mspan>mspan> bend 1143 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 1144 75 mspan>mspan> diamspan>eter pipes 1145 100 mspan>mspan> diamspan>eter pipes 1146 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 1147 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 1148 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever), conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required. 1149 w.c. pan with isi mspan>arked white solid plastic seat and lid 1150 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 1151 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 1152 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 1153 a) 32mspan>mspan> dia (for wash basin) 1154 b) 40mspan>mspan> dia (for sink and urinal) 1155 providing & fixing c.p. brass health faucet for ablution with 1 mspan>eter long pvc tube, hand shower, couplings, wall hook and other accessories. 1156 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 1157 providing & fixing c.p. brass waste coupling for pvc waste pipe. 1158 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382.the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1159 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1160 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1161 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 1162 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 1163 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1164 p-trap type floor trap 110 x 75 mspan>mspan> 1165 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 1166 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 1167 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 1168 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1169 providing and fixing toilet paper holder : 1170 vitreous china 1171 providing & fixing soil, waste and vent pipes. 1172 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 1173 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 1174 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 1175 a) for 100mspan>mspan> dia pipe. 1176 b) for 75mspan>mspan> dia pipe. 1177 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 1178 a) 100mspan>mspan> 1179 sand cast iron s&s as per is - 3989 1180 b) 75mspan>mspan> 1181 sand cast iron s&s as per is- 3989 1182 providing and fixing plaincast iron s & s sanitary bend. 1183 a) 100mspan>mspan> 1184 sand cast iron s&s as per is - 1729 1185 b) 75mspan>mspan> 1186 sand cast iron s&s as per is - 3989 1187 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1188 a) 100x100x100mspan>mspan> 1189 b) 75x75x75mspan>mspan> 1190 providing and fixingcast iron termspan>inal guard. 1191 a) 100mspan>mspan> 1192 b) 75mspan>mspan> 1193 providing & fixingcast iron coller. 1194 a)100 mspan>mspan> 1195 sand cast iron s&s as per is - 3989 1196 b)75mspan>mspan> dia. 1197 sand cast iron s&s as per is - 3989 1198 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 1199 a) 100mspan>mspan> 1200 b) 75mspan>mspan> 1201 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 1202 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 1203 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 1204 15 mspan>mspan> nomspan>inal outer dia pipes 1205 20 mspan>mspan> nomspan>inal outer dia pipes 1206 25 mspan>mspan> nomspan>inal outer dia pipes 1207 32 mspan>mspan> nomspan>inal outer dia pipes 1208 providing and fixing brass stop cock of approved quality. 1209 15 mspan>mspan> nomspan>inal bore 1210 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 1211 a) 25mspan>mspan> dia nomspan>inal bore 1212 b) 32mspan>mspan> dia nomspan>inal bore 1213 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 1214 a) 25mspan>mspan>. nomspan>inal bore 1215 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 1216 a) 15mspan>mspan> nomspan>inal bore 1217 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 1218 a) 15mspan>mspan> nomspan>inal bore 1219 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 1220 a) 15mspan>mspan> nomspan>inal bore 1221 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 1222 a) 15mspan>mspan> nomspan>inal bore 1223 providing and fixing c.p. brass angle valve for basin mspan>ixer and geyser points of approved quality conformspan>ing to is:8931 1224 15mspan>mspan> nomspan>inal bore 1225 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 1226 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 1227 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 1228 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 1229 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 1230 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 1231 electrical work of girlsdormspan>itory (g) for 48 students 1232 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 1233 group b 1234 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 1235 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 1236 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 1237 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 1238 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 1239 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 1240 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 1241 group b 1242 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 1243 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1244 2 x 1.5 sq. mspan>mspan> 1245 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 1246 25 mspan>mspan> 1247 32 mspan>mspan> 1248 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 1249 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 1250 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 1251 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1252 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 1253 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 1254 supplying and fixing brass batten/ angle holder including connection etc. as required. 1255 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 1256 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1257 4 way (4 + 12), double door 1258 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 1259 single pole 1260 single pole and neutral 1261 triple pole 1262 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 1263 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 1264 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1265 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 1266 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 1267 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 1268 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 1269 staff qtrs type-iii . 1270 structural repair & retrofitting 1271 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 1272 50 mspan>mspan> average thickness 1273 25 mspan>mspan> average thickness 1274 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 1275 bars upto 12 mspan>mspan> diamspan>eter 1276 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 1277 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 1278 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 1279 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 1280 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 1281 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 1282 repairs to roof 1283 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 1284 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 1285 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 1286 repair to toilets 1287 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 1288 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 1289 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 1290 providing and fixing ist quality glazed vitrified tiles polished finish of size 450 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 1291 providing and laying water proofing treatmspan>ent in sunken portion of wcs, bathroomspan> etc., by applying cemspan>ent slurry mspan>ixed with water proofing cemspan>ent comspan>pound consisting of applying : a) first layer of slurry of cemspan>ent @ 0.488 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.253 kg/sqmspan>. this layer will be allowed to air cure for 4 hours. b) second layer of slurry of cemspan>ent @ 0.242 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.126 kg/sqmspan>. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatmspan>ent and sealing of all joints, corners, junctions of pipes and mspan>asonry with polymspan>er mspan>ixed slurry. 1292 providing and filling of cinder in sunken portions. 1293 repair to plaster and plinth protection 1294 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 1295 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 1296 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 1297 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 1298 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 1299 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 1300 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 1301 12mspan>mspan> cemspan>ent plaster of mspan>ix : 1302 1:6 (1 cemspan>ent : 6 course sand) 1303 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 1304 1:3 ( 1 cemspan>ent : 3 fine sand) 1305 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 1306 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 1307 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 1308 old work (one or mspan>ore coats) 1309 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 1310 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 1311 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 1312 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 1313 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 1314 repairs to door / windows 1315 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 1316 of area 3 sq. mspan>etres and below 1317 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 1318 of area 3 sq. mspan>etres and below 1319 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1320 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 1321 renewal of old putty of glass panes (length) 1322 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1323 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 1324 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 1325 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 1326 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 1327 300 mspan>mspan> weighing not less than 200gmspan>s. 1328 250 mspan>mspan> weighing not less than 150gmspan>s. 1329 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 1330 100x58x1.90 mspan>mspan> 1331 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 1332 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 1333 300 x 10mspan>mspan> 1334 150 x 10mspan>mspan> 1335 providing and fixing fiber glass reinforced plastic (frp) door framspan>es of cross-section 90 mspan>mspan> x 45 mspan>mspan> having single rebate of 32 mspan>mspan> x 15 mspan>mspan> to receive shutter of 30 mspan>mspan> thickness. the lamspan>inate shall be mspan>oulded with fire resistant grade unsaturated polyester resin and chopped mspan>at. door framspan>e lamspan>inate shall be 2mspan>mspan> thick and shall be filled with suitable wooden block in all the three legs. the framspan>e shall be covered with fiber glass fromspan> all sides. mspan>.s. stay shall be provided at the bottomspan> to steady the framspan>e. 1336 providing and fixing to existing door framspan>es. 1337 30 mspan>mspan> thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish mspan>ade with fire retardant grade unsaturated polyester resin, mspan>oulded to 3 mspan>mspan> thick frp lamspan>inate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foamspan> puf)/ polystyrene foamspan> to be used as filler mspan>aterial throughout the hollow panel, casted mspan>onolithically with testing paramspan>eters of f.r.p. lamspan>inate conformspan>ing to table - 3 of is: 14856, comspan>plete as per direction of engineer-in-charge. 1338 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mspan>mspan> and average width of aperture 1.4 mspan>mspan> in both directions for doors, windows and clerestory windows with necessary screws. 1339 30 mspan>mspan> thick shutterswith isi mspan>arked mspan>.s. butt hinges with necessary screws 1340 with isi mspan>arked stainless steel butt hinges of required size 1341 kiln seasoned and chemspan>ically treated hollock wood 1342 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 1343 with 12 mspan>mspan> mspan>ild steel u beading 1344 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 1345 125 mspan>mspan> 1346 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 1347 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 1348 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 1349 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 1350 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 1351 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 1352 4.0 mspan>mspan> thick glass panes 1353 applying primspan>ing coat : 1354 with ready mspan>ixed pink or grey primspan>er of approved brand and mspan>anufacture on wood work (hard and soft wood) 1355 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 1356 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1357 two or mspan>ore coats on new work 1358 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1359 one or mspan>ore coats on old work 1360 mspan>iscellaneous 1361 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1362 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 1363 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1364 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 1365 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 1366 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 1367 plumspan>bing work of type-iii (g+1) 1368 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 1369 75 to 80 mspan>mspan> dia pipe 1370 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 1371 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 1372 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 1373 up to 150 mspan>mspan> diamspan>eter 1374 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 1375 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 1376 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 1377 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 1378 up to 150 mspan>mspan> diamspan>eter 1379 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 1380 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 1381 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 1382 110 mspan>mspan> diamspan>eter 1383 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 1384 a) coupler 1385 110 mspan>mspan> 1386 b) bend 87.5° 1387 110 mspan>mspan> bend 1388 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 1389 75 mspan>mspan> diamspan>eter pipes 1390 100 mspan>mspan> diamspan>eter pipes 1391 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 1392 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 1393 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 1394 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 1395 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required : 1396 kitchen sink without drain board 1397 610x510 mspan>mspan> bowl depth 200 mspan>mspan> 1398 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 1399 a) 32mspan>mspan> dia (for wash basin) 1400 b) 40mspan>mspan> dia (for sink and urinal) 1401 providing & fixing cp brass overhead shower with shower armspan>, hand shower 95mspan>mspan> dia single lever concealed deusch mspan>ixer with provision for connection to overhead shower and easy flex tube with accessories comspan>plete i allrespect 1402 providing and fixing of c. p. brass towel rail 600 x 20 mspan>mspan> size comspan>plete with c.p. brass brackets 1403 providing and fixing of c. p. brass towel ring comspan>plete with c.p. brass brackets 1404 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 1405 waste coupling 38 mspan>mspan> dia of 83 mspan>mspan> length and 77mspan>mspan>breadth, weighing not less than 60 gmspan>s 1406 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382. 1407 the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1408 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1409 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1410 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 1411 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 1412 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1413 p-trap type floor trap 110 x 75 mspan>mspan> 1414 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 1415 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 1416 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 1417 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1418 providing & fixing soil, waste and vent pipes. 1419 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 1420 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 1421 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 1422 a) for 100mspan>mspan> dia pipe. 1423 b) for 75mspan>mspan> dia pipe. 1424 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 1425 a) 100mspan>mspan> 1426 sand cast iron s&s as per is - 3989 1427 b) 75mspan>mspan> 1428 sand cast iron s&s as per is- 3989 1429 providing and fixing plaincast iron s & s sanitary bend. 1430 a) 100mspan>mspan> 1431 sand cast iron s&s as per is - 1729 1432 b) 75mspan>mspan> 1433 sand cast iron s&s as per is - 3989 1434 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1435 a) 100x100x100mspan>mspan> 1436 b) 75x75x75mspan>mspan> 1437 providing and fixingcast iron termspan>inal guard. 1438 a) 100mspan>mspan> 1439 b) 75mspan>mspan> 1440 providing & fixingcast iron coller. 1441 a)100 mspan>mspan> 1442 sand cast iron s&s as per is - 3989 1443 b)75mspan>mspan> dia. 1444 sand cast iron s&s as per is - 3989 1445 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 1446 a) 100mspan>mspan> 1447 b) 75mspan>mspan> 1448 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 1449 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 1450 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 1451 15 mspan>mspan> nomspan>inal outer dia pipes 1452 20 mspan>mspan> nomspan>inal outer dia pipes 1453 25 mspan>mspan> nomspan>inal outer dia pipes 1454 32 mspan>mspan> nomspan>inal outer dia pipes 1455 providing and fixing brass stop cock of approved quality. 1456 15 mspan>mspan> nomspan>inal bore 1457 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 1458 a) 25mspan>mspan> dia nomspan>inal bore 1459 b) 32mspan>mspan> dia nomspan>inal bore 1460 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 1461 a) 25mspan>mspan>. nomspan>inal bore 1462 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 1463 a) 15mspan>mspan> nomspan>inal bore 1464 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 1465 a) 15mspan>mspan> nomspan>inal bore 1466 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 1467 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 1468 constructing mspan>asonry chamspan>ber 60x60x75 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) for sluice valve, with c.i. surface box 100mspan>mspan> top diamspan>eter, 160 mspan>mspan> bottomspan> diamspan>eter and 180 mspan>mspan> deep ( inside) with chained lid and rcc top slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12 mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 1469 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks ofclass designation 7.5 1470 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and mspan>anufacture with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1471 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 1472 a) 15mspan>mspan> nomspan>inal bore 1473 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 1474 a) 15mspan>mspan> nomspan>inal bore 1475 providing & fixing c.p. brass angle valve for basin mspan>ixer and gyser points of approved quality conformspan>ing to is 8931 1476 a) 15mspan>mspan> nomspan>inal bore 1477 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 1478 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 1479 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 1480 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 1481 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 1482 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 1483 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 1484 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 1485 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 1486 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 1487 electrical work of type-iii (g+1) 1488 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 1489 group b 1490 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 1491 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 1492 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 1493 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 1494 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 1495 xxxx 1496 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 1497 group b 1498 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 1499 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1500 2 x 1.5 sq. mspan>mspan> 1501 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 1502 25 mspan>mspan> 1503 32 mspan>mspan> 1504 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 1505 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 1506 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 1507 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 1508 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1509 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 1510 s/f light plug point mspan>odular type accessories :- 1511 supply and fixing of suitable size gi box with mspan>odular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amspan>ps mspan>odular socket outlet and 5/6 amspan>ps. mspan>odular switch, connection etc. as required. 1512 s/f power plug point mspan>odular type accessories :- 1513 supply and fixing of suitable size gi box with mspan>odular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amspan>ps mspan>odular socket outlet and 15/16 amspan>ps. mspan>odular switch, connection etc. as required. 1514 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 1515 supplying and fixing brass batten/ angle holder including connection etc. as required. 1516 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 1517 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1518 6 way, double door 1519 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1520 4 way (4 + 12), double door 1521 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 1522 single pole 1523 single pole and neutral 1524 triple pole 1525 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 1526 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 1527 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 1528 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 1529 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 1530 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1531 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1532 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 1533 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 1534 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 1535 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 1536 staff qtrs type-iii . 1537 structural repair & retrofitting 1538 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 1539 50 mspan>mspan> average thickness 1540 25 mspan>mspan> average thickness 1541 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 1542 bars upto 12 mspan>mspan> diamspan>eter 1543 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 1544 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 1545 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 1546 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 1547 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 1548 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 1549 repairs to roof 1550 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 1551 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 1552 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 1553 repair to toilets 1554 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 1555 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 1556 providing and laying ceramspan>ic glazed floor tiles of size 300x300 mspan>mspan> (thickness to be specified by the mspan>anufacturer) of 1st quality conformspan>ing to is : 15622 of approved mspan>ake in colours such as white, ivory, grey, fumspan>e red brown, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including pointing the joints with white cemspan>ent and mspan>atching pigmspan>ent etc., comspan>plete. 1557 providing and fixing ist quality ceramspan>ic glazed wall tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 1558 repair to plaster and plinth protection 1559 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 1560 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 1561 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 1562 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 1563 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 1564 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 1565 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 1566 12mspan>mspan> cemspan>ent plaster of mspan>ix : 1567 1:6 (1 cemspan>ent : 6 course sand) 1568 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 1569 1:3 ( 1 cemspan>ent : 3 fine sand) 1570 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 1571 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 1572 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 1573 old work (one or mspan>ore coats) 1574 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 1575 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 1576 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 1577 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 1578 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 1579 repairs to door / windows 1580 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 1581 of area 3 sq. mspan>etres and below 1582 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 1583 of area 3 sq. mspan>etres and below 1584 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1585 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 1586 renewal of old putty of glass panes (length) 1587 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1588 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 1589 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 1590 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 1591 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 1592 300 mspan>mspan> weighing not less than 200gmspan>s. 1593 250 mspan>mspan> weighing not less than 150gmspan>s. 1594 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 1595 100x58x1.90 mspan>mspan> 1596 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 1597 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 1598 300 x 10mspan>mspan> 1599 150 x 10mspan>mspan> 1600 providing and fixing fiber glass reinforced plastic (frp) door framspan>es of cross-section 90 mspan>mspan> x 45 mspan>mspan> having single rebate of 32 mspan>mspan> x 15 mspan>mspan> to receive shutter of 30 mspan>mspan> thickness. the lamspan>inate shall be mspan>oulded with fire resistant grade unsaturated polyester resin and chopped mspan>at. door framspan>e lamspan>inate shall be 2mspan>mspan> thick and shall be filled with suitable wooden block in all the three legs. the framspan>e shall be covered with fiber glass fromspan> all sides. mspan>.s. stay shall be provided at the bottomspan> to steady the framspan>e. 1601 providing and fixing to existing door framspan>es. 1602 30 mspan>mspan> thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish mspan>ade with fire retardant grade unsaturated polyester resin, mspan>oulded to 3 mspan>mspan> thick frp lamspan>inate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foamspan> puf)/ polystyrene foamspan> to be used as filler mspan>aterial throughout the hollow panel, casted mspan>onolithically with testing paramspan>eters of f.r.p. lamspan>inate conformspan>ing to table - 3 of is: 14856, comspan>plete as per direction of engineer-in-charge. 1603 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mspan>mspan> and average width of aperture 1.4 mspan>mspan> in both directions for doors, windows and clerestory windows with necessary screws. 1604 30 mspan>mspan> thick shutterswith isi mspan>arked mspan>.s. butt hinges with necessary screws 1605 with isi mspan>arked stainless steel butt hinges of required size 1606 kiln seasoned and chemspan>ically treated hollock wood 1607 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 1608 with 12 mspan>mspan> mspan>ild steel u beading 1609 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 1610 125 mspan>mspan> 1611 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 1612 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 1613 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 1614 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 1615 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 1616 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 1617 4.0 mspan>mspan> thick glass panes 1618 applying primspan>ing coat : 1619 with ready mspan>ixed pink or grey primspan>er of approved brand and mspan>anufacture on wood work (hard and soft wood) 1620 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 1621 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1622 two or mspan>ore coats on new work 1623 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1624 one or mspan>ore coats on old work 1625 flooring 1626 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 1627 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 1628 kota stone slab flooring over 20 mspan>mspan> (average) thick base laid over and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slab, including rubbing and polishing comspan>plete with base of cemspan>ent mspan>ortar 1 : 4 (1 cemspan>ent : 4 coarse sand) : 1629 25 mspan>mspan> thick 1630 kota stone slabs 20 mspan>mspan> thick in risers of steps, skirting, dado and pillars laid on 12 mspan>mspan> (average) thick cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand) and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slabs, including rubbing and polishing comspan>plete. 1631 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is: 15622, of approved mspan>ake, in all colours and shades, laid on 20mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc., comspan>plete.size of tile 600x 600 mspan>mspan> 1632 providing and laying vitrified tiles in different sizes (thickness to be specified by mspan>anufacturer), with water absorption less than 0.08 % and conformspan>ing to i.s. 15622, of approved mspan>ake, in all colours & shade, in skirting, riser of steps, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including grouting the joint with white cemspan>ent & mspan>atching pigmspan>ents etc. comspan>plete.size of tile 600x 600 mspan>mspan> 1633 mspan>iscellaneous 1634 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1635 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 1636 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1637 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 1638 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 1639 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 1640 plumspan>bing work of type-iii (g) 1641 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 1642 75 to 80 mspan>mspan> dia pipe 1643 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 1644 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 1645 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 1646 up to 150 mspan>mspan> diamspan>eter 1647 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 1648 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 1649 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 1650 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 1651 up to 150 mspan>mspan> diamspan>eter 1652 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 1653 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 1654 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 1655 110 mspan>mspan> diamspan>eter 1656 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 1657 a) coupler 1658 110 mspan>mspan> 1659 b) bend 87.5° 1660 110 mspan>mspan> bend 1661 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 1662 75 mspan>mspan> diamspan>eter pipes 1663 100 mspan>mspan> diamspan>eter pipes 1664 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 1665 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 1666 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 1667 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 1668 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required : 1669 kitchen sink without drain board 1670 610x510 mspan>mspan> bowl depth 200 mspan>mspan> 1671 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 1672 a) 32mspan>mspan> dia (for wash basin) 1673 b) 40mspan>mspan> dia (for sink and urinal) 1674 providing & fixing cp brass overhead shower with shower armspan>, hand shower 95mspan>mspan> dia single lever concealed deusch mspan>ixer with provision for connection to overhead shower and easy flex tube with accessories comspan>plete i allrespect 1675 providing and fixing of c. p. brass towel rail 600 x 20 mspan>mspan> size comspan>plete with c.p. brass brackets 1676 providing and fixing of c. p. brass towel ring comspan>plete with c.p. brass brackets 1677 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 1678 waste coupling 38 mspan>mspan> dia of 83 mspan>mspan> length and 77mspan>mspan>breadth, weighing not less than 60 gmspan>s 1679 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382. 1680 the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1681 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1682 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1683 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 1684 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 1685 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1686 p-trap type floor trap 110 x 75 mspan>mspan> 1687 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 1688 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 1689 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 1690 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1691 providing & fixing soil, waste and vent pipes. 1692 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 1693 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 1694 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 1695 a) for 100mspan>mspan> dia pipe. 1696 b) for 75mspan>mspan> dia pipe. 1697 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 1698 a) 100mspan>mspan> 1699 sand cast iron s&s as per is - 3989 1700 b) 75mspan>mspan> 1701 sand cast iron s&s as per is- 3989 1702 providing and fixing plaincast iron s & s sanitary bend. 1703 a) 100mspan>mspan> 1704 sand cast iron s&s as per is - 1729 1705 b) 75mspan>mspan> 1706 sand cast iron s&s as per is - 3989 1707 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1708 a) 100x100x100mspan>mspan> 1709 b) 75x75x75mspan>mspan> 1710 providing and fixingcast iron termspan>inal guard. 1711 a) 100mspan>mspan> 1712 b) 75mspan>mspan> 1713 providing & fixingcast iron coller. 1714 a)100 mspan>mspan> 1715 sand cast iron s&s as per is - 3989 1716 b)75mspan>mspan> dia. 1717 sand cast iron s&s as per is - 3989 1718 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 1719 a) 100mspan>mspan> 1720 b) 75mspan>mspan> 1721 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 1722 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 1723 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 1724 15 mspan>mspan> nomspan>inal outer dia pipes 1725 20 mspan>mspan> nomspan>inal outer dia pipes 1726 25 mspan>mspan> nomspan>inal outer dia pipes 1727 32 mspan>mspan> nomspan>inal outer dia pipes 1728 providing and fixing brass stop cock of approved quality. 1729 15 mspan>mspan> nomspan>inal bore 1730 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 1731 a) 25mspan>mspan> dia nomspan>inal bore 1732 b) 32mspan>mspan> dia nomspan>inal bore 1733 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 1734 a) 25mspan>mspan>. nomspan>inal bore 1735 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 1736 a) 15mspan>mspan> nomspan>inal bore 1737 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 1738 a) 15mspan>mspan> nomspan>inal bore 1739 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 1740 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 1741 constructing mspan>asonry chamspan>ber 60x60x75 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) for sluice valve, with c.i. surface box 100mspan>mspan> top diamspan>eter, 160 mspan>mspan> bottomspan> diamspan>eter and 180 mspan>mspan> deep ( inside) with chained lid and rcc top slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12 mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 1742 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks ofclass designation 7.5 1743 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and mspan>anufacture with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1744 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 1745 a) 15mspan>mspan> nomspan>inal bore 1746 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 1747 a) 15mspan>mspan> nomspan>inal bore 1748 providing & fixing c.p. brass angle valve for basin mspan>ixer and gyser points of approved quality conformspan>ing to is 8931 1749 a) 15mspan>mspan> nomspan>inal bore 1750 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 1751 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 1752 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 1753 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 1754 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 1755 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 1756 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 1757 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 1758 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 1759 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 1760 electrical work of type-iii (g) 1761 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 1762 group b 1763 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 1764 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 1765 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 1766 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 1767 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 1768 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 1769 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 1770 group b 1771 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 1772 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1773 2 x 1.5 sq. mspan>mspan> 1774 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 1775 25 mspan>mspan> 1776 32 mspan>mspan> 1777 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 1778 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 1779 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 1780 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 1781 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1782 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 1783 s/f light plug point mspan>odular type accessories :- 1784 supply and fixing of suitable size gi box with mspan>odular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amspan>ps mspan>odular socket outlet and 5/6 amspan>ps. mspan>odular switch, connection etc. as required. 1785 s/f power plug point mspan>odular type accessories :- 1786 supply and fixing of suitable size gi box with mspan>odular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amspan>ps mspan>odular socket outlet and 15/16 amspan>ps. mspan>odular switch, connection etc. as required. 1787 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 1788 supplying and fixing brass batten/ angle holder including connection etc. as required. 1789 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 1790 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1791 6 way, double door 1792 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 1793 4 way (4 + 12), double door 1794 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 1795 single pole 1796 single pole and neutral 1797 triple pole 1798 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 1799 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 1800 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 1801 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 1802 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 1803 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1804 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1805 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 1806 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 1807 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 1808 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 1809 type-ii staff qtrs. 1810 structural repair & retrofitting 1811 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 1812 25 mspan>mspan> average thickness 1813 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 1814 bars upto 12 mspan>mspan> diamspan>eter 1815 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 1816 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 1817 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 1818 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 1819 repairs to roof 1820 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 1821 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 1822 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 1823 repair to toilets 1824 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 1825 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 1826 providing and laying ceramspan>ic glazed floor tiles of size 300x300 mspan>mspan> (thickness to be specified by the mspan>anufacturer) of 1st quality conformspan>ing to is : 15622 of approved mspan>ake in colours such as white, ivory, grey, fumspan>e red brown, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including pointing the joints with white cemspan>ent and mspan>atching pigmspan>ent etc., comspan>plete. 1827 providing and fixing ist quality ceramspan>ic glazed wall tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 1828 providing and laying water proofing treatmspan>ent in sunken portion of wcs, bathroomspan> etc., by applying cemspan>ent slurry mspan>ixed with water proofing cemspan>ent comspan>pound consisting of applying : a) first layer of slurry of cemspan>ent @ 0.488 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.253 kg/sqmspan>. this layer will be allowed to air cure for 4 hours. b) second layer of slurry of cemspan>ent @ 0.242 kg/sqmspan> mspan>ixed with water proofing cemspan>ent comspan>pound @ 0.126 kg/sqmspan>. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatmspan>ent and sealing of all joints, corners, junctions of pipes and mspan>asonry with polymspan>er mspan>ixed slurry. 1829 providing and filling of cinder in sunken portions. 1830 repair to plaster and plinth protection 1831 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 1832 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 1833 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 1834 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 1835 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 1836 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 1837 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 1838 15mspan>mspan> cemspan>ent plaster of mspan>ix : 1839 1:6 (1 cemspan>ent : 6 course sand) 1840 pointing on brick work or brick flooring with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 fine sand): 1841 raised and cut pointing 1842 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 1843 1:3 ( 1 cemspan>ent : 3 fine sand) 1844 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 1845 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 1846 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 1847 old work (one or mspan>ore coats) 1848 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 1849 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 1850 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 1851 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 1852 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 1853 repairs to door / windows 1854 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 1855 of area 3 sq. mspan>etres and below 1856 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 1857 of area 3 sq. mspan>etres and below 1858 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1859 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 1860 renewal of old putty of glass panes (length) 1861 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 1862 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 1863 250 mspan>mspan> weighing not less than 150gmspan>s. 1864 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 1865 100x58x1.90 mspan>mspan> 1866 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 1867 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 1868 300 x 10mspan>mspan> 1869 150 x 10mspan>mspan> 1870 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 1871 125 mspan>mspan> 1872 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 1873 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 1874 providing & fixing decorative high pressure lamspan>inated sheet of plain / wood grain in gloss / mspan>att / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conformspan>ing to is : 2046 type s, including cost of adhesive of approved quality. 1.5 mspan>mspan> thick. 1875 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 1876 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 1877 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 1878 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 1879 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 1880 4.0 mspan>mspan> thick glass panes 1881 applying primspan>ing coat : 1882 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 1883 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1884 two or mspan>ore coats on new work 1885 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 1886 one or mspan>ore coats on old work 1887 mspan>iscellaneous 1888 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1889 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 1890 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1891 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 1892 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 1893 plumspan>bing work 1894 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 1895 75 to 80 mspan>mspan> dia pipe 1896 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 1897 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 1898 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 1899 up to 150 mspan>mspan> diamspan>eter 1900 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 1901 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 1902 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 1903 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 1904 up to 150 mspan>mspan> diamspan>eter 1905 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 1906 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 1907 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 1908 110 mspan>mspan> diamspan>eter 1909 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 1910 a) coupler 1911 110 mspan>mspan> 1912 b) bend 87.5° 1913 110 mspan>mspan> bend 1914 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 1915 75 mspan>mspan> diamspan>eter pipes 1916 100 mspan>mspan> diamspan>eter pipes 1917 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 1918 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 1919 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 1920 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 1921 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required : 1922 kitchen sink without drain board 1923 610x510 mspan>mspan> bowl depth 200 mspan>mspan> 1924 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 1925 a) 32mspan>mspan> dia (for wash basin) 1926 b) 40mspan>mspan> dia (for sink and urinal) 1927 providing & fixing cp brass overhead shower with shower armspan>, hand shower 95mspan>mspan> dia single lever concealed deusch mspan>ixer with provision for connection to overhead shower and easy flex tube with accessories comspan>plete i allrespect 1928 providing and fixing of c. p. brass towel rail 600 x 20 mspan>mspan> size comspan>plete with c.p. brass brackets 1929 providing and fixing of c. p. brass towel ring comspan>plete with c.p. brass brackets 1930 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 1931 waste coupling 38 mspan>mspan> dia of 83 mspan>mspan> length and 77mspan>mspan>breadth, weighing not less than 60 gmspan>s 1932 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382. 1933 the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1934 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1935 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 1936 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 1937 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 1938 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1939 p-trap type floor trap 110 x 75 mspan>mspan> 1940 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 1941 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 1942 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 1943 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1944 providing & fixing soil, waste and vent pipes. 1945 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 1946 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 1947 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 1948 a) for 100mspan>mspan> dia pipe. 1949 b) for 75mspan>mspan> dia pipe. 1950 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 1951 a) 100mspan>mspan> 1952 sand cast iron s&s as per is - 3989 1953 b) 75mspan>mspan> 1954 sand cast iron s&s as per is- 3989 1955 providing and fixing plaincast iron s & s sanitary bend. 1956 a) 100mspan>mspan> 1957 sand cast iron s&s as per is - 1729 1958 b) 75mspan>mspan> 1959 sand cast iron s&s as per is - 3989 1960 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1961 a) 100x100x100mspan>mspan> 1962 b) 75x75x75mspan>mspan> 1963 providing and fixingcast iron termspan>inal guard. 1964 a) 100mspan>mspan> 1965 b) 75mspan>mspan> 1966 providing & fixingcast iron coller. 1967 a)100 mspan>mspan> 1968 sand cast iron s&s as per is - 3989 1969 b)75mspan>mspan> dia. 1970 sand cast iron s&s as per is - 3989 1971 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 1972 a) 100mspan>mspan> 1973 b) 75mspan>mspan> 1974 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 1975 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 1976 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 1977 15 mspan>mspan> nomspan>inal outer dia pipes 1978 20 mspan>mspan> nomspan>inal outer dia pipes 1979 25 mspan>mspan> nomspan>inal outer dia pipes 1980 32 mspan>mspan> nomspan>inal outer dia pipes 1981 providing and fixing brass stop cock of approved quality. 1982 15 mspan>mspan> nomspan>inal bore 1983 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 1984 a) 25mspan>mspan> dia nomspan>inal bore 1985 b) 32mspan>mspan> dia nomspan>inal bore 1986 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 1987 a) 25mspan>mspan>. nomspan>inal bore 1988 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 1989 a) 15mspan>mspan> nomspan>inal bore 1990 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 1991 a) 15mspan>mspan> nomspan>inal bore 1992 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 1993 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 1994 constructing mspan>asonry chamspan>ber 60x60x75 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) for sluice valve, with c.i. surface box 100mspan>mspan> top diamspan>eter, 160 mspan>mspan> bottomspan> diamspan>eter and 180 mspan>mspan> deep ( inside) with chained lid and rcc top slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12 mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 1995 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks ofclass designation 7.5 1996 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and mspan>anufacture with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1997 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 1998 a) 15mspan>mspan> nomspan>inal bore 1999 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 2000 a) 15mspan>mspan> nomspan>inal bore 2001 providing & fixing c.p. brass angle valve for basin mspan>ixer and gyser points of approved quality conformspan>ing to is 8931 2002 a) 15mspan>mspan> nomspan>inal bore 2003 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 2004 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 2005 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 2006 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 2007 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 2008 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 2009 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 2010 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 2011 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 2012 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2013 electrical work 2014 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 2015 group b 2016 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 2017 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 2018 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 2019 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 2020 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 2021 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 2022 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 2023 group b 2024 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 2025 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 2026 2 x 1.5 sq. mspan>mspan> 2027 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 2028 25 mspan>mspan> 2029 32 mspan>mspan> 2030 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 2031 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 2032 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 2033 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 2034 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 2035 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 2036 s/f light plug point mspan>odular type accessories :- 2037 supply and fixing of suitable size gi box with mspan>odular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amspan>ps mspan>odular socket outlet and 5/6 amspan>ps. mspan>odular switch, connection etc. as required. 2038 s/f power plug point mspan>odular type accessories :- 2039 supply and fixing of suitable size gi box with mspan>odular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amspan>ps mspan>odular socket outlet and 15/16 amspan>ps. mspan>odular switch, connection etc. as required. 2040 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 2041 supplying and fixing brass batten/ angle holder including connection etc. as required. 2042 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 2043 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2044 6 way, double door 2045 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2046 4 way (4 + 12), double door 2047 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 2048 single pole 2049 single pole and neutral 2050 triple pole 2051 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 2052 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 2053 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 2054 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 2055 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 2056 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 2057 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 2058 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 2059 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 2060 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 2061 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 2062 staff qtrs type-i . 2063 structural repair & retrofitting 2064 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 2065 50 mspan>mspan> average thickness 2066 25 mspan>mspan> average thickness 2067 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 2068 bars upto 12 mspan>mspan> diamspan>eter 2069 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 2070 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 2071 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 2072 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 2073 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 2074 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 2075 repairs to roof 2076 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 2077 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 2078 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 2079 repair to toilets 2080 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2081 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 2082 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 2083 providing and fixing ist quality glazed vitrified tiles polished finish of size 450 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 2084 repair to plaster and plinth protection 2085 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2086 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 2087 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 2088 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 2089 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 2090 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 2091 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2092 12mspan>mspan> cemspan>ent plaster of mspan>ix : 2093 1:6 (1 cemspan>ent : 6 course sand) 2094 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 2095 1:3 ( 1 cemspan>ent : 3 fine sand) 2096 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 2097 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 2098 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 2099 old work (one or mspan>ore coats) 2100 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 2101 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 2102 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 2103 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 2104 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 2105 repairs to door / windows 2106 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 2107 of area 3 sq. mspan>etres and below 2108 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 2109 of area 3 sq. mspan>etres and below 2110 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2111 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 2112 renewal of old putty of glass panes (length) 2113 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2114 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 2115 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 2116 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 2117 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 2118 300 mspan>mspan> weighing not less than 200gmspan>s. 2119 250 mspan>mspan> weighing not less than 150gmspan>s. 2120 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 2121 100x58x1.90 mspan>mspan> 2122 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 2123 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 2124 300 x 10mspan>mspan> 2125 150 x 10mspan>mspan> 2126 providing and fixing fiber glass reinforced plastic (frp) door framspan>es of cross-section 90 mspan>mspan> x 45 mspan>mspan> having single rebate of 32 mspan>mspan> x 15 mspan>mspan> to receive shutter of 30 mspan>mspan> thickness. the lamspan>inate shall be mspan>oulded with fire resistant grade unsaturated polyester resin and chopped mspan>at. door framspan>e lamspan>inate shall be 2mspan>mspan> thick and shall be filled with suitable wooden block in all the three legs. the framspan>e shall be covered with fiber glass fromspan> all sides. mspan>.s. stay shall be provided at the bottomspan> to steady the framspan>e. 2127 providing and fixing to existing door framspan>es. 2128 30 mspan>mspan> thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish mspan>ade with fire retardant grade unsaturated polyester resin, mspan>oulded to 3 mspan>mspan> thick frp lamspan>inate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foamspan> puf)/ polystyrene foamspan> to be used as filler mspan>aterial throughout the hollow panel, casted mspan>onolithically with testing paramspan>eters of f.r.p. lamspan>inate conformspan>ing to table - 3 of is: 14856, comspan>plete as per direction of engineer-in-charge. 2129 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mspan>mspan> and average width of aperture 1.4 mspan>mspan> in both directions for doors, windows and clerestory windows with necessary screws. 2130 30 mspan>mspan> thick shutterswith isi mspan>arked mspan>.s. butt hinges with necessary screws 2131 with isi mspan>arked stainless steel butt hinges of required size 2132 kiln seasoned and chemspan>ically treated hollock wood 2133 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 2134 with 12 mspan>mspan> mspan>ild steel u beading 2135 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 2136 125 mspan>mspan> 2137 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 2138 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 2139 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 2140 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 2141 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 2142 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 2143 4.0 mspan>mspan> thick glass panes 2144 applying primspan>ing coat : 2145 with ready mspan>ixed pink or grey primspan>er of approved brand and mspan>anufacture on wood work (hard and soft wood) 2146 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 2147 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2148 two or mspan>ore coats on new work 2149 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2150 one or mspan>ore coats on old work 2151 flooring 2152 mspan>iscellaneous 2153 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 2154 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 2155 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 2156 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 2157 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 2158 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 2159 plumspan>bing work of type-i (g) 2160 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 2161 75 to 80 mspan>mspan> dia pipe 2162 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 2163 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 2164 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 2165 up to 150 mspan>mspan> diamspan>eter 2166 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 2167 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 2168 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 2169 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 2170 up to 150 mspan>mspan> diamspan>eter 2171 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 2172 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 2173 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 2174 110 mspan>mspan> diamspan>eter 2175 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 2176 a) coupler 2177 110 mspan>mspan> 2178 b) bend 87.5° 2179 110 mspan>mspan> bend 2180 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 2181 75 mspan>mspan> diamspan>eter pipes 2182 100 mspan>mspan> diamspan>eter pipes 2183 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 2184 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 2185 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 2186 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 2187 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required : 2188 kitchen sink without drain board 2189 610x510 mspan>mspan> bowl depth 200 mspan>mspan> 2190 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 2191 a) 32mspan>mspan> dia (for wash basin) 2192 b) 40mspan>mspan> dia (for sink and urinal) 2193 providing & fixing cp brass overhead shower with shower armspan>, hand shower 95mspan>mspan> dia single lever concealed deusch mspan>ixer with provision for connection to overhead shower and easy flex tube with accessories comspan>plete i allrespect 2194 providing and fixing of c. p. brass towel rail 600 x 20 mspan>mspan> size comspan>plete with c.p. brass brackets 2195 providing and fixing of c. p. brass towel ring comspan>plete with c.p. brass brackets 2196 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 2197 waste coupling 38 mspan>mspan> dia of 83 mspan>mspan> length and 77mspan>mspan>breadth, weighing not less than 60 gmspan>s 2198 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382. 2199 the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 2200 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 2201 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 2202 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 2203 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 2204 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 2205 p-trap type floor trap 110 x 75 mspan>mspan> 2206 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 2207 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 2208 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 2209 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 2210 providing & fixing soil, waste and vent pipes. 2211 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 2212 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 2213 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 2214 a) for 100mspan>mspan> dia pipe. 2215 b) for 75mspan>mspan> dia pipe. 2216 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 2217 a) 100mspan>mspan> 2218 sand cast iron s&s as per is - 3989 2219 b) 75mspan>mspan> 2220 sand cast iron s&s as per is- 3989 2221 providing and fixing plaincast iron s & s sanitary bend. 2222 a) 100mspan>mspan> 2223 sand cast iron s&s as per is - 1729 2224 b) 75mspan>mspan> 2225 sand cast iron s&s as per is - 3989 2226 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 2227 a) 100x100x100mspan>mspan> 2228 b) 75x75x75mspan>mspan> 2229 providing and fixingcast iron termspan>inal guard. 2230 a) 100mspan>mspan> 2231 b) 75mspan>mspan> 2232 providing & fixingcast iron coller. 2233 a)100 mspan>mspan> 2234 sand cast iron s&s as per is - 3989 2235 b)75mspan>mspan> dia. 2236 sand cast iron s&s as per is - 3989 2237 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 2238 a) 100mspan>mspan> 2239 b) 75mspan>mspan> 2240 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 2241 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 2242 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 2243 15 mspan>mspan> nomspan>inal outer dia pipes 2244 20 mspan>mspan> nomspan>inal outer dia pipes 2245 25 mspan>mspan> nomspan>inal outer dia pipes 2246 32 mspan>mspan> nomspan>inal outer dia pipes 2247 providing and fixing brass stop cock of approved quality. 2248 15 mspan>mspan> nomspan>inal bore 2249 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 2250 a) 25mspan>mspan> dia nomspan>inal bore 2251 b) 32mspan>mspan> dia nomspan>inal bore 2252 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 2253 a) 25mspan>mspan>. nomspan>inal bore 2254 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 2255 a) 15mspan>mspan> nomspan>inal bore 2256 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 2257 a) 15mspan>mspan> nomspan>inal bore 2258 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 2259 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 2260 constructing mspan>asonry chamspan>ber 60x60x75 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) for sluice valve, with c.i. surface box 100mspan>mspan> top diamspan>eter, 160 mspan>mspan> bottomspan> diamspan>eter and 180 mspan>mspan> deep ( inside) with chained lid and rcc top slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12 mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 2261 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks ofclass designation 7.5 2262 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and mspan>anufacture with cover and suitable locking arrangemspan>ent and mspan>aking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2263 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 2264 a) 15mspan>mspan> nomspan>inal bore 2265 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 2266 a) 15mspan>mspan> nomspan>inal bore 2267 providing & fixing c.p. brass angle valve for basin mspan>ixer and gyser points of approved quality conformspan>ing to is 8931 2268 a) 15mspan>mspan> nomspan>inal bore 2269 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 2270 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 2271 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 2272 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 2273 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 2274 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 2275 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 2276 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 2277 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 2278 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2279 electrical work of type-i (g) 2280 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 2281 group b 2282 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 2283 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 2284 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 2285 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 2286 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 2287 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 2288 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 2289 group b 2290 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 2291 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 2292 2 x 1.5 sq. mspan>mspan> 2293 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 2294 25 mspan>mspan> 2295 32 mspan>mspan> 2296 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 2297 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 2298 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 2299 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 2300 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 2301 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 2302 s/f light plug point mspan>odular type accessories :- 2303 supply and fixing of suitable size gi box with mspan>odular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amspan>ps mspan>odular socket outlet and 5/6 amspan>ps. mspan>odular switch, connection etc. as required. 2304 s/f power plug point mspan>odular type accessories :- 2305 supply and fixing of suitable size gi box with mspan>odular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amspan>ps mspan>odular socket outlet and 15/16 amspan>ps. mspan>odular switch, connection etc. as required. 2306 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 2307 supplying and fixing brass batten/ angle holder including connection etc. as required. 2308 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 2309 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2310 6 way, double door 2311 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2312 4 way (4 + 12), double door 2313 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 2314 single pole 2315 single pole and neutral 2316 triple pole 2317 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 2318 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 2319 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 2320 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 2321 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 2322 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 2323 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 2324 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 2325 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 2326 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 2327 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 2328 type-i (g) 5 units 2329 repairs to roof 2330 dismspan>antling roofing including ridges, hips, valleys and gutters etc.,and stacking the mspan>aterial within 50 mspan>etres lead of: 2331 asbestos cemspan>ent sheet 2332 providing ridges or hips of width 60 cmspan> overall width plain g.s. sheet fixed with polymspan>er coated j or l hooks, bolts and nuts 8 mspan>mspan> dia g.i. limspan>pet and bitumspan>en washers comspan>plete 0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 2333 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mspan>mspan> (+ 0.05 %) total coated thickness with zinc coating 120 gramspan>s per sqmspan> as per is: 277, in 240 mspan>pa steel grade, 5-7 mspan>icrons epoxy primspan>er on both side of the sheet and polyester top coat 15-18 mspan>icrons. sheet should have protective guard filmspan> of 25 mspan>icrons mspan>inimspan>umspan> to avoid scratches during transportation and should be supplied in single length upto 12 mspan>etre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mspan>mspan>) with epdmspan> seal, comspan>plete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2334 providing and fixing false ceiling at all height including providing and fixing of framspan>e work mspan>ade of special sections, power pressed fromspan> mspan>.s. sheets and galvanized with zinc coating of 120 gmspan>s/sqmspan> (both side inclusive) as per is : 277 and consisting of angle cleats of size 25 mspan>mspan> wide x 1.6 mspan>mspan> thick with flanges of 27 mspan>mspan> and 37 mspan>mspan>, at 1200 mspan>mspan> centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mspan>mspan> dia x 50 mspan>mspan> long with 6 mspan>mspan> dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mspan>mspan> of required length with nuts & bolts of required size and other end of angle hanger fixed with intermspan>ediate g.i. channels 45x15x0.9 mspan>mspan> running at the spacing of 1200 mspan>mspan> centre to centre, to which the ceiling section 0.5 mspan>mspan> thick bottomspan> wedge of 80 mspan>mspan> with tapered flanges of 26 mspan>mspan> each having lips of 10.5 mspan>mspan>, at 450 mspan>mspan> centre to centre, 2335 shall be fixed in a direction perpendicular to g.i. intermspan>ediate channel with connecting clips mspan>ade out of 2.64 mspan>mspan> dia x 230 mspan>mspan> long g.i. wire at every junction, including fixing perimspan>eter channels 0.5 mspan>mspan> thick 27 mspan>mspan> high having flanges of 20 mspan>mspan> and 30 mspan>mspan> long, the perimspan>eter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mspan>mspan> centre, with 25mspan>mspan> long dry wall screws @ 230 mspan>mspan> interval, including fixing of gypsumspan> board to ceiling section and perimspan>eter channel with the help of dry wall screws of size 3.5 x 25 mspan>mspan> at 230 mspan>mspan> c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomspan>mspan>ended jointing comspan>pound , jointing tapes , finishing with jointing comspan>pound in 3 layers covering upto 150 mspan>mspan> on both sides of joint and two coats of primspan>er suitable for board, all as per mspan>anufacturers specification and also including the cost of mspan>aking openings for light fittings, grills, diffusers, cutouts mspan>ade with framspan>e of perimspan>eter channels suitably fixed, all comspan>plete as per drawings, specification and direction of the engineer in charge but excluding the cost of painting with : 2336 12.5 mspan>mspan> thick tapered edge glass reinforced gypsumspan> (grg) board conformspan>ing to is: 2095- (part 3) : 1996 (board with bis certification mspan>arks) 2337 providing and fixing 15 cmspan> wide, 45 cmspan> overall semspan>i-circular plain g.s. sheet gutter with iron brackets 40x3 mspan>mspan> size, bolts, nuts and washers etc., including mspan>aking necessary connections with rain water pipes comspan>plete. 0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 2338 repairs to toilets 2339 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2340 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 2341 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 2342 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 2343 providing and fixing ist quality glazed vitrified tiles polished finish of size 450 x 600 mspan>mspan> tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 2344 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is:15622, of approved brand & mspan>anufacturer, in all colours and shade, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent: 4 coarse sand) jointing with grey cemspan>ent slurry @3.3 kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc. the tiles mspan>ust be cut with the zero chipping diamspan>ond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling systemspan> and rubber mspan>allet for placing the tiles gently and easily.glazed vitrified tiles mspan>att/antiskid finish of size of tile 600 x 600 mspan>mspan> 2345 repair to plaster & plinth protection 2346 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2347 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 2348 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 2349 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 2350 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 2351 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2352 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 2353 12mspan>mspan> cemspan>ent plaster of mspan>ix : 2354 1:6 (1 cemspan>ent : 6 course sand) 2355 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 2356 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 2357 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 2358 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 2359 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 2360 old work (one or mspan>ore coats) 2361 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade. 2362 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>)over existing cemspan>ent paint surface 2363 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 2364 repairs to door/windows 2365 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 2366 of area 3 sq. mspan>etres and below 2367 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 2368 of area 3 sq. mspan>etres and below 2369 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 2370 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 2371 renewal of old putty of glass panes (length) 2372 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2373 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 2374 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 2375 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete. fixed to steel windows by welding 2376 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 2377 300 mspan>mspan> weighing not less than 200gmspan>s. 2378 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 2379 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 2380 300 x 10mspan>mspan> 2381 150 x 10mspan>mspan> 2382 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 2383 125 mspan>mspan> 2384 providing and fixing alumspan>iniumspan> hanging floor door stopper isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. comspan>plete. 2385 twin rubber stopper 2386 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mspan>mspan> and average width of aperture 1.4 mspan>mspan> in both directions for doors, windows and clerestory windows with necessary screws. 2387 30 mspan>mspan> thick shutterswith isi mspan>arked mspan>.s. butt hinges with necessary screws 2388 with isi mspan>arked stainless steel butt hinges of required size 2389 kiln seasoned and chemspan>ically treated hollock wood 2390 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 2391 with 12 mspan>mspan> mspan>ild steel u beading 2392 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 2393 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 2394 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 2395 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 2396 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 2397 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 2398 4.0 mspan>mspan> thick glass panes 2399 applying primspan>ing coat : 2400 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand and mspan>anufacture on resinous wood and plywood. 2401 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2402 over an under coat of suitableshadewithordinarypaint of approved brand and mspan>anufacture 2403 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2404 one or mspan>ore coats on old work 2405 mspan>iscellaneous 2406 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 2407 providing and laying in position cemspan>ent concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 2408 1:2:4 (1 cemspan>ent : 2 coarse sand (zone-iii) derived fromspan> natural sources : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural ources) 2409 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 2410 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 2411 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 2412 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 2413 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 2414 plumspan>bing work of type-i (g) 5 units 2415 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 2416 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 2417 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 2418 up to 150 mspan>mspan> diamspan>eter 2419 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 2420 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 2421 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 2422 dismspan>antling of flushing cistern of all types (c.i./pvc/vitrious china) including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead. 2423 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 2424 up to 150 mspan>mspan> diamspan>eter 2425 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 2426 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 2427 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 2428 110 mspan>mspan> diamspan>eter 2429 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 2430 a) coupler 2431 110 mspan>mspan> 2432 b) bend 87.5° 2433 110 mspan>mspan> bend 2434 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 2435 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 2436 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 2437 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 2438 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required : 2439 kitchen sink without drain board 2440 610x510 mspan>mspan> bowl depth 200 mspan>mspan> 2441 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 2442 a) 32mspan>mspan> dia (for wash basin) 2443 b) 40mspan>mspan> dia (for sink and urinal) 2444 providing & fixing cp brass overhead shower with shower armspan>, hand shower 95mspan>mspan> dia single lever concealed deusch mspan>ixer with provision for connection to overhead shower and easy flex tube with accessories comspan>plete i allrespect 2445 providing and fixing of c. p. brass towel rail 600 x 20 mspan>mspan> size comspan>plete with c.p. brass brackets 2446 providing and fixing of c. p. brass towel ring comspan>plete with c.p. brass brackets 2447 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 2448 providing & fixing c.p. brass waste coupling for pvc waste pipe. 2449 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382. 2450 the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 2451 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 2452 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 2453 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 2454 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 2455 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 2456 p-trap type floor trap 110 x 75 mspan>mspan> 2457 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 2458 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 2459 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 2460 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 2461 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 2462 15 mspan>mspan> nomspan>inal outer dia pipes 2463 20 mspan>mspan> nomspan>inal outer dia pipes 2464 25 mspan>mspan> nomspan>inal outer dia pipes 2465 32 mspan>mspan> nomspan>inal outer dia pipes 2466 providing and fixing brass stop cock of approved quality. 2467 15 mspan>mspan> nomspan>inal bore 2468 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 2469 a) 25mspan>mspan> dia nomspan>inal bore 2470 b) 32mspan>mspan> dia nomspan>inal bore 2471 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 2472 a) 25mspan>mspan>. nomspan>inal bore 2473 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 2474 a) 15mspan>mspan> nomspan>inal bore 2475 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 2476 a) 15mspan>mspan> nomspan>inal bore 2477 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 2478 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 2479 constructing mspan>asonry chamspan>ber 60x60x75 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) for sluice valve, with c.i. surface box 100mspan>mspan> top diamspan>eter, 160 mspan>mspan> bottomspan> diamspan>eter and 180 mspan>mspan> deep ( inside) with chained lid and rcc top slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12 mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 2480 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks ofclass designation 7.5 2481 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 2482 a) 15mspan>mspan> nomspan>inal bore 2483 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 2484 a) 15mspan>mspan> nomspan>inal bore 2485 providing & fixing c.p. brass angle valve for basin mspan>ixer and gyser points of approved quality conformspan>ing to is 8931 2486 a) 15mspan>mspan> nomspan>inal bore 2487 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 2488 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 2489 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 2490 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 2491 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 2492 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 2493 electrical work of type-i (g) 5 units 2494 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 2495 group b 2496 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 2497 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 2498 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 2499 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 2500 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 2501 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 2502 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 2503 group b 2504 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 2505 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 2506 2 x 1.5 sq. mspan>mspan> 2507 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 2508 25 mspan>mspan> 2509 32 mspan>mspan> 2510 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 2511 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 2512 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 2513 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 2514 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 2515 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 2516 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 2517 supplying and fixing brass batten/ angle holder including connection etc. as required. 2518 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 2519 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2520 6 way, double door 2521 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2522 4 way (4 + 12), double door 2523 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 2524 single pole 2525 single pole and neutral 2526 triple pole 2527 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 2528 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 2529 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 2530 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 2531 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 2532 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 2533 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 2534 installation, testing and comspan>mspan>issioning of ceiling fan, including wiring the down rods of standard length (upto 30 cmspan>) with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable, including providing and fixing phenolic lamspan>inated sheet cover 3on the fan box etc. as required. 2535 installation of exhaust fan in the existing opening, including mspan>aking good the damspan>age, connection, testing, comspan>mspan>issioning etc. as required. 2536 upto 450 mspan>mspan> sweep 2537 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 2538 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 2539 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 2540 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 2541 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 2542 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mspan>ounting frlsamspan>e and other accessories etc.comspan>plete 2543 300 mspan>mspan> sweep 1300 rpmspan> 2544 cutting holes of required size in brick mspan>asonry wall for fixing of exhaust fan including providing and fixing 300 mspan>mspan> dia pvc pipe conformspan>ing bis-12818 and mspan>aking good the samspan>e etc. comspan>plete as per direction of engineer-in-charge. 2545 lightning conductor 2546 providing and fixing of lightning conductor finial, mspan>ade of 25 mspan>mspan> dia 300 mspan>mspan> long, g.i. tube, having single prong at top, with 85 mspan>mspan> dia 6 mspan>mspan> thick g.i. base plate including holes etc. comspan>plete as required. 2547 fixing of lightning conductor finial (single prong) with base plate including holes etc. comspan>plete as required. 2548 jointing copper / g.i. tape (with another copper/ g i tape, base of the finial or any other mspan>etallic object) by riveting / nut bolting/ sweating and soldering etc as required. 2549 providing and fixing g.i. tape 20 mspan>mspan> x 3 mspan>mspan> thick on parapet or surface of wall for lightning conductor comspan>plete as required.(for horizontal run) 2550 providing and fixing g.i. tape 20 mspan>mspan> x 3 mspan>mspan> thick on parapet or surface of wall for lightning conductor comspan>plete as required.(for vertical run) 2551 fixing of copper/ g.i. tape 20 mspan>mspan> x 3 mspan>mspan> thick on parapet or surface of wall for lightning conductor comspan>plete as required.(for vertical run) 2552 providing and fixing testing joint, mspan>ade of 20 mspan>mspan> x 3 mspan>mspan> thick g.i. strip, 125 mspan>mspan> long, with 4 nos. of g.i. bolts, nuts, chuck nuts and spring washers etc. comspan>plete as required. 2553 earthing with g.i. earth plate 600 mspan>mspan> x 600 mspan>mspan> x 6 mspan>mspan> thick including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe of 2.7 mspan>etre long etc. with charcoal/ coke and salt as required. details of cost for one set 2554 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip in 40 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. nut, bolt, spring, washer excavation and re-filling etc. as required. 2555 cost of type- 4 2556 structural repair & retrofitting 2557 chipping of unsound/weak concrete mspan>aterial fromspan> slabs, beamspan>s, columspan>ns etc. with mspan>anual chisel and/ or by standard power driven percussion type or of approved mspan>ake including tapering of all edges, mspan>aking square shoulders of cavities including cleaning the exposed concrete surface and reinforcemspan>ent with wire brushes etc. and disposal of debris for all lead and lifts all comspan>plete as per direction of engineer-in-charge 2558 50 mspan>mspan> average thickness 2559 25 mspan>mspan> average thickness 2560 cleaning of reinforcemspan>ent fromspan> rust fromspan> the reinforcing bars to give it a total rust free steel surface by using alkaline chemspan>ical rust remspan>over of approved mspan>ake with paint brush and remspan>oving loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all comspan>plete as per direction of engineer-in-charge. 2561 bars upto 12 mspan>mspan> diamspan>eter 2562 cleaning of exposed concrete surface of sticking mspan>aterial including loose and foreign mspan>aterial by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 2563 shotcreting r.c.c. columspan>ns, beamspan>s and slabs etc. in layers with approved design mspan>ix concrete having the specified mspan>inimspan>umspan> characteristic comspan>pressive strength [with ordinary portland cemspan>ent, coarse sand and graded stone aggregate of 10 mspan>mspan> mspan>aximspan>umspan> size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 2564 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. paymspan>ent under this itemspan> shall be mspan>ade only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt mspan>etal instrumspan>ent. 2565 25mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 2566 50mspan>mspan> thick in grade mspan> 25 with cemspan>ent content not less than 330 kg per cumspan> 2567 re-baring of mspan>s bar 10 mspan>mspan> dia with fisher chemspan>ical including drilling of hole, cleaning, and fixing of bar comspan>plete as per direction of engineer-in-charge. 2568 repairs to roof 2569 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 2570 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 2571 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 2572 repair to toilets 2573 dismspan>antling tile work in floors and roofs laid in cemspan>ent mspan>ortar including stacking mspan>aterial within 50 mspan>etres lead. 2574 for thickness of tiles 10 mspan>mspan> to 25 mspan>mspan> 2575 providing and fixing ist quality ceramspan>ic glazed wall tiles conformspan>ing to is: 15622 (thickness to be specified by the mspan>anufacturer), of approved mspan>ake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) and jointing with grey cemspan>ent slurry @ 3.3kg per sqmspan>, including pointing in white cemspan>ent mspan>ixed with pigmspan>ent of mspan>atching shade comspan>plete. 2576 repair to plaster and plinth protection 2577 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2578 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 2579 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 2580 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 2581 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 2582 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2583 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 2584 15mspan>mspan> cemspan>ent plaster on rough side of single or half brick wall of mspan>ix 2585 1:6 (1 cemspan>ent : 6 course sand) 2586 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 2587 1:3 ( 1 cemspan>ent : 3 fine sand) 2588 wall painting with acrylic emspan>ulsion paint, having voc (volatile organic comspan>pound) content less than 50 gramspan>s/ litre, of approved brand and mspan>anufacture, including applying additional coats wherever required, to achieve even shade and colour. 2589 two coats 2590 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ade) having voc content less than 50 gmspan> per ltr. of approved mspan>anufacturer and of required shade and colour comspan>plete. as per mspan>anufacturers specification. 2591 one or mspan>ore coats on old work 2592 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 2593 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 2594 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 2595 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 2596 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 2597 repairs to door / windows 2598 dismspan>antling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. comspan>plete and stacking within 50 mspan>etres lead : 2599 of area 3 sq. mspan>etres and below 2600 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 2601 of area 3 sq. mspan>etres and below 2602 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2603 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 2604 renewal of old putty of glass panes (length) 2605 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2606 35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws 2607 extra for providing lipping with 2nd class teak wood battens 25 mspan>mspan> mspan>inimspan>umspan> depth on all edges of flush door shutters (over all area of door shutter to be mspan>easured). 2608 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coatwith approved steel primspan>er all comspan>plete fixed to steel windows by welding 2609 providing and fixing oxidised mspan>.s. casemspan>ent stays (straight peg type) with necessary screws etc. comspan>plete 2610 300 mspan>mspan> weighing not less than 200gmspan>s. 2611 250 mspan>mspan> weighing not less than 150gmspan>s. 2612 providing and fixing is : 12817 mspan>arked stainless steel butt hinges with stainless steel screws etc. comspan>plete : 2613 100x58x1.90 mspan>mspan> 2614 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 2615 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 2616 300 x 10mspan>mspan> 2617 150 x 10mspan>mspan> 2618 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete. (a) 125 mspan>mspan>. 2619 125 mspan>mspan> 2620 providing and fixing alumspan>iniumspan> hanging floor door stopper isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. comspan>plete. 2621 twin rubber stopper 2622 providing and fixing fiber glass reinforced plastic (frp) door framspan>es of cross-section 90 mspan>mspan> x 45 mspan>mspan> having single rebate of 32 mspan>mspan> x 15mspan>mspan> to receive shutter of 30 mspan>mspan> thickness. the lamspan>inate shall be mspan>oulded with fire resistant grade unsaturated polyester resin and chopped mspan>at. door framspan>e lamspan>inate shall be 2mspan>mspan> thick and shall be filled with suitable wooden block in all the three legs. the framspan>e shall be covered with fiber glass fromspan> all sides. mspan>.s. stay shall be provided at the bottomspan> to steady the framspan>e. 2623 providing and fixing to existing door framspan>es. 2624 30 mspan>mspan> thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish mspan>ade with fire retardant grade unsaturated polyester resin, mspan>oulded to 3mspan>mspan> thick frp lamspan>inate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foamspan> puf)/ polystyrene foamspan> to be used as filler mspan>aterial throughout the hollow panel, castedmspan>onolithically with testing paramspan>eters of f.r.p. lamspan>inate conformspan>ing to table - 3 of is: 14856, comspan>plete as per direction of engineer-in-charge. 2625 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mspan>mspan> and average width of aperture 1.4 mspan>mspan> in both directions for doors, windows and clerestory windows with necessary screws. 2626 30 mspan>mspan> thick shutterswith isi mspan>arked mspan>.s. butt hinges with necessary screws 2627 with isi mspan>arked stainless steel butt hinges of required size 2628 kiln seasoned and chemspan>ically treated hollock wood 2629 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mspan>mspan> in both directions with wire of dia. 0.50 mspan>mspan> allcomspan>plete. 2630 with 12 mspan>mspan> mspan>ild steel u beading 2631 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). 2632 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>entconcrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size 2633 providing and fixing t-iron framspan>es for doors, windows and ventilators of mspan>ild steel tee-sections, joints mspan>itred and welded, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 2634 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er. 2635 fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 2636 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all comspan>plete with 2637 4.0 mspan>mspan> thick glass panes 2638 applying primspan>ing coat : 2639 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand and mspan>anufacture on resinous wood and plywood 2640 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 2641 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2642 over an under coat of suitableshadewithordinarypaint of approved brand and mspan>anufacture 2643 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2644 one or mspan>ore coats on old work 2645 repairs to flooring 2646 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2647 nomspan>inal concrete 1:3:6 or richer mspan>ix (i/c equivalentdesign mspan>ix) 2648 providing and laying in position cemspan>ent concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 2649 1:2:4 (1 cemspan>ent : 2 coarse sand (zone-iii) derived fromspan> natural sources : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size derived fromspan> natural ources) 2650 kota stone slab flooring over 20 mspan>mspan> (average) thick base laid over and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slab, including rubbing and polishing comspan>plete with base of cemspan>ent mspan>ortar 1 : 4 (1 cemspan>ent : 4 coarse sand) : 2651 25 mspan>mspan> thick 2652 kota stone slabs 20 mspan>mspan> thick in risers of steps, skirting, dado and pillars laid on 12 mspan>mspan> (average) thick cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand) and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slabs, including rubbing and polishing comspan>plete. 2653 providing and laying ceramspan>ic glazed floor tiles of size 300x300 mspan>mspan> (thickness to be specified by the mspan>anufacturer) of 1st quality conformspan>ing to is : 15622 of approved mspan>ake in colours such as white, ivory, grey, fumspan>e red brown, laid on 20 mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including pointing the joints with white cemspan>ent and mspan>atching pigmspan>ent etc., comspan>plete. 2654 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the mspan>anufacturer) with water absorption less than 0.08% and conformspan>ing to is: 15622, of approved mspan>ake, in all colours and shades, laid on 20mspan>mspan> thick cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including grouting the joints with white cemspan>ent and mspan>atching pigmspan>ents etc., comspan>plete.size of tile 600x 600 mspan>mspan> 2655 providing and laying vitrified tiles in different sizes (thickness to be specified by mspan>anufacturer), with water absorption less than 0.08 % and conformspan>ing to i.s. 15622, of approved mspan>ake, in all colours & shade, in skirting, riser of steps, over 12 mspan>mspan> thick bed of cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand), jointing with grey cemspan>ent slurry @ 3.3kg/sqmspan> including grouting the joint with white cemspan>ent & mspan>atching pigmspan>ents etc. comspan>plete.size of tile 600x 600 mspan>mspan> 2656 mspan>iscellaneous 2657 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 2658 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 2659 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 2660 half brick mspan>asonry with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 2661 cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand 2662 extra for providing and placing in position 2 nos. 6mspan>mspan> dia. mspan>.s. bars at every third course of half brick mspan>asonry. 2663 plumspan>bing work of type-4 2664 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 2665 75 to 80 mspan>mspan> dia pipe 2666 dismspan>antling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans including stacking of pipes within 50 mspan>etres lead as per direction of engineer-in-charge : 2667 15 mspan>mspan> to 40 mspan>mspan> nomspan>inal bore 2668 dismspan>antling c.i. pipes including excavation and refilling trenches after taking out the pipes, mspan>anually/ by mspan>echanical mspan>eans breaking lead caulked joints, mspan>elting of lead and mspan>aking into blocks including stacking of pipes & lead at site within 50 mspan>etre lead as per direction of engineer-in-charge: 2669 up to 150 mspan>mspan> diamspan>eter 2670 taking out c.i. cover with framspan>e fromspan> r.c.c. top slab of mspan>anholes of various sizes including demspan>olishing of r.c.c. work mspan>anually/ by mspan>echanical mspan>eans and stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead as per direction of engineer-in-charge. 2671 dismspan>antling of road gully chamspan>ber of various sizes including c.i. grating with framspan>e including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead including refilling the excavated gap. 2672 dismspan>antling w.c. pan of all sizes including disposal of dismspan>antled mspan>aterials i/c mspan>alba all comspan>plete as per directions of engineer-in- charge. 2673 dismspan>antling of flushing cistern of all types (c.i./pvc/vitrious china) including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan>etres lead. 2674 dismspan>antling of c.i. sluice valve including stacking of useful mspan>aterials within a lead of 50 mspan>etres 2675 up to 150 mspan>mspan> diamspan>eter 2676 dismspan>antling of mspan>anhole including r.c.c. top slab, c.i. cover with framspan>e, including stacking of useful mspan>aterials near the site and disposal of unserviceable mspan>aterials within 50 mspan> lead as per direction of engineer- charge : 2677 rectangular mspan>anhole 90x80 cmspan> and 45 cmspan> deep 2678 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 2679 110 mspan>mspan> diamspan>eter 2680 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 2681 a) coupler 2682 110 mspan>mspan> 2683 b) bend 87.5° 2684 110 mspan>mspan> bend 2685 painting (one or mspan>ore coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamspan>el paint of approved brand and mspan>anufacture and required colour on old work : 2686 75 mspan>mspan> diamspan>eter pipes 2687 100 mspan>mspan> diamspan>eter pipes 2688 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mspan>mspan> sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever) conformspan>ing to is : 7231, with all fittings and fixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required: 2689 white vitreous china orissa pattern w.c. pan of size 580x440 mspan>mspan> with integral type foot rests 2690 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with mspan>anually controlled device (handle lever), conformspan>ing to is : 7231, with all fittings andfixtures comspan>plete, including cutting and mspan>aking good the walls and floors wherever required : 2691 w.c. pan with isi mspan>arked white solid plastic seat and lid 2692 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mspan>mspan> c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mspan>mspan>c.p. brass waste of standard pattern including cutting & mspan>aking good the walls wherever required. 2693 a)flat back wash basin size 550x400 mspan>mspan> with single 15mspan>mspan> c.p. brass pillar tap. 2694 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mspan>mspan>, including painting of fittings and brackets, cutting and mspan>aking goodthe walls wherever required : 2695 kitchen sink without drain board 2696 610x510 mspan>mspan> bowl depth 200 mspan>mspan> 2697 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings comspan>plete. 2698 a) 32mspan>mspan> dia (for wash basin) 2699 b) 40mspan>mspan> dia (for sink and urinal) 2700 providing & fixing cp brass overhead shower with shower armspan>, hand shower 95mspan>mspan> dia single lever concealed deusch mspan>ixer with provision for connection to overhead shower and easy flex tube with accessories comspan>plete i allrespect 2701 providing and fixing of c. p. brass towel rail 600 x 20 mspan>mspan> size comspan>plete with c.p. brass brackets 2702 providing and fixing of c. p. brass towel ring comspan>plete with c.p. brass brackets 2703 providing and fixing cp brasssoap dish 109 mspan>mspan> wide, 125 mspan>mspan> high and 112 mspan>mspan> distance fromspan> wall of standard shape with bracket and all fittings of the samspan>e mspan>aterial of approved quality and colour. 2704 providing & fixing c.p. brass waste coupling for pvc waste pipe. 2705 providing, fixing, jointing and testing in position of isi mspan>arked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirmspan>ing to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamspan>ps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamspan>p & hangers etc. in concealed / inside duct / under floor & basemspan>ent ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended fromspan> floor under false ceiling or emspan>bedding the pipes laid under floors / building in 75 mspan>mspan>. alround 1:2:4 cemspan>ent concrete (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) including cost of shuttering for proper comspan>pletion of the work, breaking and mspan>aking good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirmspan> to is:5382. 2706 the pipes will be supported with threaded g i rods & u clamspan>ps with nuts, washers etc on 50x50x5 mspan>mspan> slotted angle. the cost will include all support arrangemspan>ents. the work includes comspan>mspan>issioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 2707 110 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 2708 75 mspan>mspan> dia (wall thickness - 3.2 to 3.8 mspan>mspan>) 2709 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating comspan>plete in all respects. 2710 mspan>ulti floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mspan>mspan> outlet 2711 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 2712 p-trap type floor trap 110 x 75 mspan>mspan> 2713 extra for providing & fixing 125 mspan>mspan> dia c.p. grating in place of c.i. grating over floor traps. 2714 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting comspan>plete as required. 2715 providing and fixing 100 mspan>mspan> sand cast iron grating for gully trap. 2716 providing & fixing 600x450mspan>mspan> bevelled edge mspan>irror of superior glass (of approved quality) comspan>plete with 6mspan>mspan> thick asbestos cemspan>ent sheet ground fixed to wooden cleats with c.p. brass screws and washers. 2717 providing & fixing soil, waste and vent pipes. 2718 a) 100mspan>mspan> dia centrifugally cast iron s & s pipe. 2719 b)75mspan>mspan> dia centrifugally cast iron s & s pipe. 2720 providing & fixing mspan>.s. holder bat clamspan>ps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe emspan>beded in & including cemspan>ent concrete blocks 10x10x10cmspan>. of 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size).including cost of cutting holes & mspan>aking good the walls etc. 2721 a) for 100mspan>mspan> dia pipe. 2722 b) for 75mspan>mspan> dia pipe. 2723 providing and fixing bend of required degree with access door, insertion rubber washer 3mspan>mspan> thick, bolts and nuts comspan>plete. 2724 a) 100mspan>mspan> 2725 sand cast iron s&s as per is - 3989 2726 b) 75mspan>mspan> 2727 sand cast iron s&s as per is- 3989 2728 providing and fixing plaincast iron s & s sanitary bend. 2729 a) 100mspan>mspan> 2730 sand cast iron s&s as per is - 1729 2731 b) 75mspan>mspan> 2732 sand cast iron s&s as per is - 3989 2733 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 2734 a) 100x100x100mspan>mspan> 2735 b) 75x75x75mspan>mspan> 2736 providing and fixingcast iron termspan>inal guard. 2737 a) 100mspan>mspan> 2738 b) 75mspan>mspan> 2739 providing & fixingcast iron coller. 2740 a)100 mspan>mspan> 2741 sand cast iron s&s as per is - 3989 2742 b)75mspan>mspan> dia. 2743 sand cast iron s&s as per is - 3989 2744 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diamspan>eters. 2745 a) 100mspan>mspan> 2746 b) 75mspan>mspan> 2747 providing & fixing cast iron trap of self cleansing design with or without ventarmspan> comspan>plete, including cost of cutting & mspan>aking good the walls & floors. 2748 a) 100mspan>mspan> inlet & 75mspan>mspan> outlet. 2749 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermspan>al stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamspan>ps at 1.00 mspan> spacing. this includes jointing of pipes & fittings with one step cpvc solvent cemspan>ent and the cost of cutting chases and mspan>aking good the samspan>e including testing of joints comspan>plete as per direction of engineer in charge. 2750 15 mspan>mspan> nomspan>inal outer dia pipes 2751 20 mspan>mspan> nomspan>inal outer dia pipes 2752 25 mspan>mspan> nomspan>inal outer dia pipes 2753 32 mspan>mspan> nomspan>inal outer dia pipes 2754 providing and fixing brass stop cock of approved quality. 2755 15 mspan>mspan> nomspan>inal bore 2756 providing and fixing gun mspan>etal gate valve with wheel of approved quality. 2757 a) 25mspan>mspan> dia nomspan>inal bore 2758 b) 32mspan>mspan> dia nomspan>inal bore 2759 providing and fixing ball valve (brass) of approved quality comspan>plete.(high or low pressure with plastic floats). 2760 a) 25mspan>mspan>. nomspan>inal bore 2761 providing and fixing 30 cmspan> long unplasticised pvc connection pipe with brass unions. 2762 a) 15mspan>mspan> nomspan>inal bore 2763 providing and fixing 45 cmspan> long unplasticised pvc connection pipe with brass unions. 2764 a) 15mspan>mspan> nomspan>inal bore 2765 constructing mspan>asonry chamspan>ber 30x30x50 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mspan>mspan> (inside) with hinged cover fixed in cemspan>ent concrete slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40mspan>mspan> nomspan>inal size ) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 2766 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of class designation 7.5 2767 constructing mspan>asonry chamspan>ber 60x60x75 cmspan> inside, in brick work in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand) for sluice valve, with c.i. surface box 100mspan>mspan> top diamspan>eter, 160 mspan>mspan> bottomspan> diamspan>eter and 180 mspan>mspan> deep ( inside) with chained lid and rcc top slab 1:2:4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cemspan>ent : 5 fine sand : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) and inside plastering with cemspan>ent mspan>ortar 1:3 (1 cemspan>ent : 3 coarse sand) 12 mspan>mspan> thick, finished with a floating coat of neat cemspan>ent comspan>plete as per standard design : 2768 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks ofclass designation 7.5 2769 providing & fixing cp brass bib cock of approved quality conformspan>ing to is 8931 2770 a) 15mspan>mspan> nomspan>inal bore 2771 providing & fixing c.p. brass long body bib cock of approved quality conformspan>ing to is standards and weighing not less than 690 gmspan>s. 2772 a) 15mspan>mspan> nomspan>inal bore 2773 providing & fixing c.p. brass angle valve for basin mspan>ixer and gyser points of approved quality conformspan>ing to is 8931 2774 a) 15mspan>mspan> nomspan>inal bore 2775 providing and fixing c.p. brass extension nipple (size 15mspan>mspan>x50mspan>mspan>) of approved mspan>ake and quality as per direction of engineer-in-charge. 2776 providing and fixing ptmspan>t extension nipple for water tank pipe, fittings of approved quality and colour. 2777 25mspan>mspan> nomspan>inal bore, weighing not less than 62 gmspan>s 2778 cutting holes up to 30x30 cmspan> in walls including mspan>aking good the samspan>e: 2779 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks 2780 cutting holes up to 15x15 cmspan> in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size), including finishing comspan>plete so as to mspan>ake it leak proof. 2781 mspan>aking chases up to 7.5x7.5 cmspan> in walls including mspan>aking good and finishing with mspan>atching surface after housing g.i. pipe etc. 2782 raising mspan>anhole cover and framspan>e slab to required level including dismspan>antling existing slab and mspan>aking good the damspan>age as required (raising depth of mspan>anhole to be paid separately) : 2783 rectangular mspan>anhole 90x80 cmspan> with rectangular cover600 x 450 mspan>mspan> of grade ld - 2.5 2784 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., remspan>oval of silt, rubbish fromspan> the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gmspan> per litre capacity of tank including mspan>arking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of mspan>alba all comspan>plete as per direction of engineer-in-charge. (the old date already written on tank should be remspan>oved with paint remspan>over or black paint and if date is not written with the stencil or old date is not remspan>oved deduction will be mspan>ade @ rs. 0.10 per litre) (if during cleaning any gi fittings or ball cock is damspan>aged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2785 electrical work of type-4 2786 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 2787 group b 2788 wiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, 2 way piano type switch, phenolic lamspan>inated sheet, suitable size mspan>s box and earthing the point with 1.5 sq.mspan>mspan>. frls pvc insulated copper conductor single core cable etc. as required. 2789 wiring for light/ power plug with 2x4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable in surface/ recessed mspan>ediumspan> class pvc conduit alongwith 1 no 4 sq. mspan>mspan> fr pvc insulated copper conductor single core cable for loop earthing as required. 2790 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 2791 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 2792 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 2793 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 2794 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismspan>antling as required. 2795 group b 2796 rewiring for twin control light point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable and 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismspan>antling as required. 2797 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 2798 2 x 1.5 sq. mspan>mspan> 2799 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 2800 25 mspan>mspan> 2801 32 mspan>mspan> 2802 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 2803 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 2804 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 2805 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 2806 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 2807 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 2808 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 2809 supplying and fixing brass batten/ angle holder including connection etc. as required. 2810 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, comspan>plete as required. 2811 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2812 6 way, double door 2813 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2814 4 way (4 + 12), double door 2815 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 2816 single pole 2817 single pole and neutral 2818 triple pole 2819 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 2820 providing and fixing mspan>.v. danger notice plate of 200 mspan>mspan> x 150 mspan>mspan>, mspan>ade of mspan>ild steel, at least 2 mspan>mspan> thick, and vitreous enamspan>eled white on both sides, and with inscription in single red colour on front side as required. 2821 earthing with g.i. earth pipe 4.5 mspan>tr long, 40 mspan>mspan> dia including accessories, and providing mspan>asonry enclosure with cover plate having locking arrangemspan>ent and watering pipe etc. with charcoal/ coke and salt as required. 2822 providing and laying earth connection fromspan> earth electrode with 6 swg dia g.i. wire in 15 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with g.i. thimspan>ble excavation and re-filling as required. 2823 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 2824 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 2825 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 2826 installation of exhaust fan in the existing opening, including mspan>aking good the damspan>age, connection, testing, comspan>mspan>issioning etc. as required. 2827 upto 450 mspan>mspan> sweep 2828 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 2829 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 2830 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 2831 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 2832 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 2833 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mspan>ounting frlsamspan>e and other accessories etc.comspan>plete 2834 300 mspan>mspan> sweep 1300 rpmspan> 2835 cost of workshop 2836 repairs to roof 2837 dismspan>antling roofing including ridges, hips, valleys and gutters etc.,and stacking the mspan>aterial within 50 mspan>etres lead of: 2838 asbestos cemspan>ent sheet 2839 providing ridges or hips of width 60 cmspan> overall width plain g.s. sheet fixed with polymspan>er coated j or l hooks, bolts and nuts 8 mspan>mspan> dia g.i. limspan>pet and bitumspan>en washers comspan>plete 0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 2840 providing and fixing 15 cmspan> wide, 45 cmspan> overall semspan>i-circular plain g.s. sheet gutter with iron brackets 40x3mspan>mspan> size, bolts, nuts and washers etc., including mspan>aking necessary connections with rain water pipes comspan>plete.0.80 mspan>mspan> thick with zinc coating not less than 275 gmspan>/mspan>* 2841 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mspan>mspan> (+ 0.05 %) total coated thickness with zinc coating 120 gramspan>s per sqmspan> as per is: 277, in 240 mspan>pa steel grade, 5-7 mspan>icrons epoxy primspan>er on both side of the sheet and polyester top coat 15-18 mspan>icrons. sheet should have protective guard filmspan> of 25 mspan>icrons mspan>inimspan>umspan> to avoid scratches during transportation and should be supplied in single length upto 12 mspan>etre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mspan>mspan>) with epdmspan> seal, comspan>plete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2842 providing and fixing false ceiling at all height including providing and fixing of framspan>e work mspan>ade of special sections, power pressed fromspan> mspan>.s. sheets and galvanized with zinc coating of 120 gmspan>s/sqmspan> (both side inclusive) as per is : 277 and consisting of angle cleats of size 25 mspan>mspan> wide x 1.6 mspan>mspan> thick with flanges of 27 mspan>mspan> and 37mspan>mspan>, at 1200 mspan>mspan> centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mspan>mspan> dia x 50mspan>mspan> long with 6mspan>mspan> dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mspan>mspan> of required length with nuts & bolts of required size and other end of angle hanger fixed with intermspan>ediate g.i. channels 45x15x0.9 mspan>mspan> running at the spacing of 1200 mspan>mspan> centre to centre, to which the ceiling section 0.5 mspan>mspan> thick bottomspan> wedge of 80 mspan>mspan> with tapered flanges of 26 mspan>mspan> each having lips of 10.5 mspan>mspan>, at 450 mspan>mspan> centre to centre, shall be fixed in a direction perpendicular to g.i. intermspan>ediate channel with connecting clips mspan>ade out of 2.64 mspan>mspan> dia x 230 mspan>mspan> long g.i. wire at every junction, including fixing perimspan>eter channels 0.5 mspan>mspan> thick 27 mspan>mspan> high having flanges of 20 mspan>mspan> and 30 mspan>mspan> long, the perimspan>eter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mspan>mspan> centre, with 25mspan>mspan> long dry wall screws @ 230 mspan>mspan> interval, including fixing of gypsumspan> board to ceiling section and perimspan>eter channel with the help of dry wall screws of size 3.5 x 25 mspan>mspan> at 230 mspan>mspan> c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomspan>mspan>ended jointing comspan>pound , jointing tapes , finishing with jointing comspan>pound in 3 layers covering upto 150 mspan>mspan> on both sides of joint and two coats of primspan>er suitable for board, all as per mspan>anufacturers specification and also including the cost of mspan>aking openings for light fittings, grills, diffusers, cutouts mspan>ade with framspan>e of perimspan>eter channels suitably fixed, all comspan>plete as per drawings, specification and direction of the engineer in charge but excluding the cost of painting with : 2843 12.5 mspan>mspan> thick tapered edge glass reinforced gypsumspan> (grg) board conformspan>ing to is: 2095- (part 3) : 1996 (board with bis certification mspan>arks) 2844 repair to plaster and plinth protection 2845 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2846 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 2847 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 2848 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 2849 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 2850 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 2851 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2852 12mspan>mspan> cemspan>ent plaster of mspan>ix : 2853 1:6 (1 cemspan>ent : 6 course sand) 2854 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc content less than 50 gramspan>/litre, of approved mspan>anufacturer and of required shade and colour all comspan>plete to achieve even shade and colour 2855 new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er having voc content less than 50 gramspan>/litre 2856 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 2857 old work (one or mspan>ore coats) 2858 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 2859 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 2860 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 2861 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade 2862 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>) over existing cemspan>ent paint surface 2863 mspan>iscellaneous 2864 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 2865 in cemspan>ent mspan>ortar 2866 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 2867 cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 2868 providing and fixing 16 mspan>mspan> mspan>.s. fan clamspan>ps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamspan>p to reinforcemspan>ent bar, including cleaning, refilling, mspan>aking good the chase with mspan>atching concrete, plastering and painting the exposed portion of the clamspan>ps comspan>plete. 2869 dismspan>antling c.i. or asbestos rain water pipe with fittings and clamspan>ps including stacking the mspan>aterial within 50 mspan>etres lead : 2870 75 to 80 mspan>mspan> dia pipe 2871 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 2872 110 mspan>mspan> diamspan>eter 2873 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 2874 a) coupler 2875 110 mspan>mspan> 2876 b) bend 87.5° 2877 110 mspan>mspan> bend 2878 electrical cost of workshop 2879 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> fr pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with piano type switch, phenolic lamspan>inated sheet, suitable size mspan>.s. box and earthing the point with 1.5 sq.mspan>mspan>. fr pvc insulated copper conductor single core cable etc as required. 2880 group c 2881 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed mspan>ediumspan> class pvc conduit as required 2882 2x1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 2883 2 x 4 sq. mspan>mspan> + 1 x 4 sq. mspan>mspan> earth wire 2884 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 2885 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 2886 2 x 1.5 sq. mspan>mspan> 2887 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 2888 25 mspan>mspan> 2889 32 mspan>mspan> 2890 supplying and fixing mspan>etal box of following sizes (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including painting etc. as required. 2891 100 mspan>mspan> x 100 mspan>mspan> x 60 mspan>mspan> deep 2892 150 mspan>mspan> x 75 mspan>mspan> x 60 mspan>mspan> deep 2893 supplying and fixing stepped type electronic fan regulator on the existing mspan>odular plate switch box including connections but excluding mspan>odular plate etc. as required. 2894 supplying and fixing mspan>etal box of 150mspan>mspan> x 75mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 3 pin 5/6 amspan>ps socket outlet and 5/6 amspan>ps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 2895 supplying and fixing mspan>etal box of 180mspan>mspan> x 100mspan>mspan> x 60mspan>mspan> deep (nomspan>inal size) on surface or in recess with suitable size of phenolic lamspan>inated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amspan>ps socket outlet and 15/16 amspan>ps piano type switch, connection, painting etc. as required. 2896 supplying and fixing 3 pin, 5 amspan>p ceiling rose on the existing junction box/ wooden block including connection etc as required. 2897 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2898 6 way, double door 2899 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 2900 4 way (4 + 12), double door 2901 supplying and fixing 5 amspan>ps to 32 amspan>ps rating, 240/415 volts, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 2902 single pole 2903 single pole and neutral 2904 triple pole 2905 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 2906 installation, testing and comspan>mspan>issioning of pre-wired, fluorescent fitting / comspan>pact fluorescent fitting of all types, comspan>plete with all accessories and tube/lamspan>p etc. directly on ceiling/ wall, including connections with 1.5 sq. mspan>mspan> frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 2907 installation of exhaust fan in the existing opening, including mspan>aking good the damspan>age, connection, testing, comspan>mspan>issioning etc. as required. 2908 upto 450 mspan>mspan> sweep 2909 supply of 15w surface mspan>ounted round led with all accessories as per standard itemspan>.. 2910 supply of 20w surface mspan>ounted round led with all accessories as per standard itemspan>..(such as panasonic adl04r206 or equivalent). 2911 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 2912 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 2913 supply of 30w led recess mspan>ounted fixturemspan>ake-philips cat no.rc380b led30s-6500 l60w60 psd od s1 or equivalent. 2914 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019), thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 2915 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mspan>ounting frlsamspan>e and other accessories etc.comspan>plete 2916 450 mspan>mspan> sweep 1400 rpmspan> 2917 electric sub station 2918 repairs to roof 2919 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 2920 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 2921 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 2922 repair to plaster and plinth protection 2923 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per direction of engineer - in - charge. 2924 nomspan>inal concrete 1:4:8 or leaner mspan>ix (i/c equivalent design mspan>ix) 2925 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 2926 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 2927 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 2928 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 2929 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2930 12mspan>mspan> cemspan>ent plaster on rough side of single or half brick wall of mspan>ix 2931 1:6 (1 cemspan>ent : 6 course sand) 2932 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 2933 1:3 ( 1 cemspan>ent : 3 fine sand) 2934 with ready mspan>ixed red oxide zinc chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/ steel works 2935 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2936 over an under coat of suitableshadewithordinarypaint of approved brand and mspan>anufacture 2937 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2938 one or mspan>ore coats on old work 2939 wall painting with acrylic emspan>ulsion paint, having voc (volatile organic comspan>pound) content less than 50 gramspan>s/ litre, of approved brand and mspan>anufacture, including applying additional coats wherever required, to achieve even shade and colour. 2940 two coats 2941 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 2942 old work (one or mspan>ore coats) 2943 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 2944 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 2945 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 2946 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade. 2947 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>)over existing cemspan>ent paint surface 2948 repairs to door / windows 2949 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 mspan>etres lead : 2950 of area 3 sq. mspan>etres and below 2951 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2952 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 2953 renewal of old putty of glass panes (length) 2954 providing and fixing 1mspan>mspan> thick mspan>.s. sheet door with framspan>e of 40x40x6 mspan>mspan> angle iron and 3 mspan>mspan> mspan>.s. gusset plates at the junctions and corners,all necessary fittings comspan>plete, including applying a primspan>ing coat of approved steel primspan>er. 2955 using flats 30x6mspan>mspan> for diagonal braces and central cross piece 2956 mspan>iscellaneous 2957 providing and fixing double scaffolding systemspan> (cup lock type) on the exterior side, up to seven story height mspan>ade with 40 mspan>mspan> dia mspan>.s. tube 1.5 mspan> centre to centre, horizontal & vertical tubes joining with cup & lock systemspan> with mspan>.s. tubes, mspan>.s. tube challies, mspan>.s. clamspan>ps and mspan>.s. staircase systemspan> in the scaffolding for working platformspan> etc. and mspan>aintaining it in a serviceable condition for the required duration as approved and remspan>oving it there after .the scaffolding systemspan> shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmspan>en etc. comspan>plete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be mspan>easured for paymspan>ent purpose .the paymspan>ent will be mspan>ade once irrespective of duration of scaffolding. note: - this itemspan> to be used for mspan>aintenance work judicially, necessary deduction for scaffolding in the existing itemspan> to be done. 2958 anti-termspan>ite treatmspan>ent 2959 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 2960 110 mspan>mspan> diamspan>eter 2961 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 2962 a) coupler 2963 110 mspan>mspan> 2964 b) bend 87.5° 2965 110 mspan>mspan> bend 2966 pumspan>p roomspan>. 2967 repairs to roof 2968 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches with epoxy based damspan>pgaurd (dr. fixit mspan>ake), including cutting the area of plaster in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per direction of engineer-in-charge.with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2969 providing and laying app (atactic polypropylene polymspan>er) mspan>odified prefabricated five layer 3 mspan>mspan> thick water proofing mspan>emspan>brane, black finished reinforced with non-woven polyester mspan>att consisting of a coat of bitumspan>en primspan>er for bitumspan>en mspan>emspan>brane @ 0.40 litre/sqmspan> by the samspan>e mspan>emspan>brane mspan>anufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primspan>er coat the layer of mspan>emspan>brane shall be laid using butane torch and sealing all joints etc, and preparing the surface comspan>plete.the vital physical and chemspan>ical paramspan>eters of the mspan>emspan>brane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cmspan>. tear strength in longitudinal and transverse direction as 300/250n. softening point of mspan>emspan>brane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astmspan>, d - 5147. the laying of mspan>emspan>brane shall be got done through the authorised applicator of the mspan>anufacturer of mspan>emspan>brane :3 mspan>mspan> thick 2970 extra for covering top of mspan>emspan>brane with geotextile, 120 gsmspan> non woven, 100% polyester of thickness 1 to 1.25 mspan>mspan> bonded to the mspan>emspan>brane with intermspan>ittent touch by heating the mspan>emspan>brane by butane torch as per mspan>anufactures recomspan>mspan>endation. 2971 grading roof for water proofing treatmspan>ent with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) 2972 repair to plaster and plinth protection 2973 dismspan>antling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumspan>ping ground within 50 mspan>etres lead. 2974 repairs to plaster of thickness 12 mspan>mspan> to 20 mspan>mspan> in patches of area 2.5 sq. mspan>eters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls comspan>plete, including disposal of rubbish to the dumspan>ping ground, all comspan>plete as per directions of engineer-in-charge. 2975 with cemspan>ent mspan>ortar 1:4 (1cemspan>ent: 4 coarse sand) 2976 remspan>oving dry or oil bound distemspan>per, water proofing cemspan>ent paint and the like by scrapping, sand papering and preparing the surface smspan>ooth including necessary repairs to scratches etc. comspan>plete. 2977 mspan>aking plinth protection 50mspan>mspan> thick of cemspan>ent concrete 1:3:6 (1 cemspan>ent: 3 coarse sand : 6 graded stone aggregate 20mspan>mspan> nomspan>inal size) over 75mspan>mspan> bed of dry brick ballast 40mspan>mspan> nomspan>inal size well ramspan>mspan>ed and consolidated and grouted with fine sand including finishing the top smspan>ooth. 2978 15mspan>mspan> cemspan>ent plaster on rough side of single or half brick wall of mspan>ix 2979 1:6 (1 cemspan>ent : 6 course sand) 2980 6mspan>mspan> cemspan>ent plaster to ceiling of mspan>ix : 2981 1:3 ( 1 cemspan>ent : 3 fine sand) 2982 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade: 2983 one or mspan>ore coats on old work 2984 wall painting with acrylic emspan>ulsion paint, having voc (volatile organic comspan>pound) content less than 50 gramspan>s/ litre, of approved brand and mspan>anufacture, including applying additional coats wherever required, to achieve even shade and colour. 2985 two coats 2986 distemspan>pering with 1st quality acrylic distemspan>per (ready mspan>ixed) having voc (volatile organic comspan>pound ) content less than 50 gramspan>/ litre, of approved brand and mspan>anufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or mspan>ore coats) 2987 old work (one or mspan>ore coats) 2988 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade: 2989 new work (two or mspan>ore coats applied @ 1.43 ltr/10 sqmspan> over and including primspan>ing coat of exterior primspan>er applied @ 2.20 kg/10 sqmspan>) 2990 finishing walls with premspan>iumspan> acrylic smspan>ooth exterior paint with silicone additives of required shade. 2991 old work (two or mspan>ore coats applied @ 1.43 ltr/ 10 sqmspan>)over existing cemspan>ent paint surface 2992 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 2993 repairs to door / windows 2994 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2995 float glass panes of nomspan>inal thickness 4 mspan>mspan>(weight not less than 10kg/sqmspan>) 2996 renewal of old putty of glass panes (length) 2997 mspan>iscellaneous 2998 demspan>olishing brick work mspan>anually/ by mspan>echanical mspan>eans including stacking of serviceable mspan>aterial and disposal of unserviceable mspan>aterial within 50 mspan>etres lead as per direction of engineer-in-charge. 2999 in cemspan>ent mspan>ortar 3000 providing and fixing on wall face unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion, (i) single socketed pipes. 3001 110 mspan>mspan> diamspan>eter 3002 providing and fixing on wall face unplasticised - pvc mspan>oulded fittings/ accessories for unplasticised rigid pvc rain water pipes conformspan>ing to is : 13592 type a, including jointing with seal ring conformspan>ing to is : 5382, leaving 10 mspan>mspan> gap for thermspan>al expansion. 3003 a) coupler 3004 110 mspan>mspan> 3005 b) bend 87.5° 3006 110 mspan>mspan> bend 3007 supply of 15w wall bracket led bulb with all accessories as per standard itemspan>..(such as panasonic pbumspan>01157 or equivalent). 3008 supply of 20w surface mspan>ounted led tube with all accessories as per standard itemspan>..(such as panasonic pbtmspan>01207 or equivalent). 3009 sewerage systemspan> 3010 excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 mspan>, including getting out the excavated mspan>aterials, returning the soil as required in layers not exceeding 20 cmspan> in depth, including consolidating each deposited layers by ramspan>mspan>ing, watering etc., stacking serviceable mspan>aterial for mspan>easuremspan>ents and disposal of unserviceable mspan>aterial as directed, within a lead of 50 mspan> : 3011 all kinds of soil 3012 pipes, cables etc. exceeding 80 mspan>mspan> dia. but not exceeding 300 mspan>mspan> dia 3013 pipes, cables exceeding 300 mspan>mspan> dia but not exceeding 600 mspan>mspan> dia 3014 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mspan>ixture of cemspan>ent mspan>ortar in the proportion of 1:2 (1 cemspan>ent : 2 fine sand) including testing of joints etc. comspan>plete : 3015 150 mspan>mspan> dia. r.c.c. pipe 3016 450 mspan>mspan> dia. r.c.c. pipe 3017 providing and laying in position cemspan>ent concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cemspan>ent : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size) 3018 150 mspan>mspan> diamspan>eter s.w.pipe (l.35.10) 3019 450 mspan>mspan> diamspan>eter s.w.pipe (l.6.15 ) 3020 constructing brick mspan>asonry mspan>anholein cemspan>ent mspan>ortar 1 : 4 (1 cemspan>ent : 4 coarse sand) with rcc top slab with 1 : 2 : 4 mspan>ix (1 cemspan>ent : 2 coarse sand : 4gradestone aggregate 20mspan>mspan> nomspan>inal size); foundation concrete 1:4:8 mspan>ix(1 cemspan>ent : 4 coarse sand : 8 gradedstoneaggregate40 mspan>mspan> nomspan>inalsize) insideplastering 12 mspan>mspan> thickwith cemspan>entmspan>ortar 1:3 (1cemspan>ent 3 coarse sand ) finished with a floating coat of neat cemspan>ent and mspan>akingchannels incemspan>entconcrete 1:2:4 (1cemspan>ent : 2 coarse sand: 4 graded stone aggregate 20 mspan>mspan> nomspan>inal size) finishd with a floating coat ofneatcemspan>ent comspan>pleteasper standard design 3021 inside size 90 x 80 cmspan> & 45 cmspan>deep including ci cover with framspan>e (light duty) 455 x 610mspan>mspan> internal dimspan>ensions, total weight of cover & framspan>e to be not lessthan 38 kg (weight of cover 23 kg and weight of framspan>e 15 kg) 3022 with comspan>mspan>on burnt clay f.p.s.(non mspan>odular) bricks of classic designation 7.5 3023 extra for depth for mspan>anholes: 3024 size 90 x 80 cmspan> 3025 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 3026 constructing brick mspan>asonry circular type mspan>anhole 0.91 mspan> internal dia at bottomspan> and 0.56mspan> dia at top with fps bricksclass designation 75in cemspan>ent mspan>ortar 1:4 (1 cemspan>ent : 4 coarse sand), inside cemspan>ent plaster 12mspan>mspan> thick with cemspan>ent mspan>ortar 1:3 ( 1 cemspan>ent : 3 coarse sand) finished with a floating coat of of neat cemspan>ent, foundation concrete 1:3:6 mspan>ix ( 1 cemspan>ent : 3 coarse sand :6 graded stone aggregate 40mspan>mspan> nomspan>inal size) and mspan>aking necessary channel in cemspan>ent concrete 1:2:4 ( 1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) finished with a floating coat of neat cemspan>ent comspan>plete as per standard design. 3027 0.91mspan> deep with sfrc cover and framspan>e (heavy duty hd-20 grade designation) 560mspan>mspan> internal diamspan>eter conformspan>ing to i.s:12592, total weight of cover and framspan>e to be not less than 182kg. fixed in cemspan>ent concrete 1:2:4 mspan>ix (1cemspan>ent: 2 coarse sand: 4 graded stone aggregate 20mspan>mspan> nomspan>inal size) including centering, shuttering all comspan>plete.(excavation foot rests and 12mspan>mspan> thick cemspan>ent plaster at the external surface shall be paid for separately) 3028 with comspan>mspan>on burnt clay f.p.s.(non mspan>odule) brick of class designation 7.5 3029 extra depth for circuler type mspan>anholes 0.91 mspan> internal dia ( at bottomspan> ) beyond 0.91mspan> to 1.67 mspan> . 3030 with comspan>mspan>on burnt clay f.p.s.(non mspan>odule) brick of class designation 7.5 3031 providing and fixing square mspan>ouths. w. gully trapclass sp-1 comspan>plete with c.i. gratingbrickmspan>asonry chamspan>ber with water tight ci cover with framspan>e of 300 x 300 mspan>mspan> size (inside) the weight of cover to be not less than 4.50 kg and framspan>e to be not less than 2.70 kg as per standard design 3032 180 x 150 mspan>mspan>. size p type 3033 with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 3034 providing mspan>.s. foot rests including fixing in mspan>anholes with 20x20x10 cmspan> cemspan>ent concrete blocks 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) as per standard design : 3035 with 20x20 mspan>mspan> square bar 3036 cleaning of chocked sewer line by diesel running vehicle mspan>ounting hydraulic operated high pressure suction cumspan> jetting sewer cleaning mspan>achine fitted with pumspan>p having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of mspan>anholes and dechocking of sewer lines. dechocking and flushing of sewer line fromspan> one mspan>anhole to another by high pressure jetting systemspan> of 2200 psi for sewer line fromspan> 150mspan>mspan> dia upto 300mspan>mspan> 3037 cleaning and desilting of gully trap chamspan>ber, including remspan>oval ofrubbish mspan>ixed with earth etc. and disposal of samspan>e, all as per thedirection of engineer-in-charge. 3038 cost of entrance gate 3039 earth work 3040 earth work in excavation by mspan>echanical mspan>eans (hydraulic excavator) / mspan>anual mspan>eans in foundation trenches or drains (not exceeding 1.5 mspan> in width or 10 sqmspan> on plan), including dressing of sides and ramspan>mspan>ing of bottomspan>s, lift upto 1.5 mspan>, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mspan>.all kinds of soil 3041 extra for every additional lift of 1.5 mspan> or part thereof in excavation / banking excavated or stacked mspan>aterials.all kinds of soil 3042 concrete work 3043 providing and laying in position cemspan>ent concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:5:10 (1 cemspan>ent : 5 coarse sand (zoneiii) derived fromspan> natural sources : 10 graded stone aggregate 40 mspan>mspan> nomspan>inal size derived fromspan> natural sources) 3044 providing and laying damspan>p-proof course 40mspan>mspan> thick with cemspan>ent concrete 1:2:4 (1 cemspan>ent : 2 coarse sand (zone-iii): 4 graded stone aggregate 12.5mspan>mspan> nomspan>inal size) 3045 providing & applying a coat of residual petroleumspan> bitumspan>en of grade of vg-10 of approved quality using 1.7kg per square mspan>etre on damspan>p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 3046 reinforced cemspan>ent concrete 3047 providing and laying in position ready mspan>ixed or site batched design mspan>ix cemspan>ent concrete for reinforced cemspan>ent concrete work; using coarse aggregate and fine aggregate derived fromspan> natural sources, portland pozzolana / ordinary portland /portland slag cemspan>ent, admspan>ixtures in recomspan>mspan>ended proportions as per is: 9103 to accelerate / retard setting of concrete, to imspan>prove durability and workability without imspan>pairing strength; including pumspan>ping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcemspan>ent as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cemspan>ent up to 10% of the mspan>inimspan>umspan> specified cemspan>ent content in design mspan>ix shall be payable separately. in case the cemspan>ent content in design mspan>ix is mspan>ore than 1.10 timspan>es of the specified mspan>inimspan>umspan> cemspan>ent content, the contractor shall have discretion to either re-design the mspan>ix or bear the cost of extra cemspan>ent. 3048 upto plinth level 3049 (i) r.c.c. work in footing 3050 (ii) r.c.c. work in beamspan> 3051 (iii) r.c.c. work in columspan>ns 3052 above plinth to floor-v lvl 3053 providing and laying in position ready mspan>ixed or site batched design mspan>ix cemspan>ent concrete for reinforced cemspan>ent concrete work; using coarse aggregate and fine aggregate derived fromspan> natural sources, portland pozzolana / ordinary portland /portland slag cemspan>ent, admspan>ixtures in recomspan>mspan>ended proportions as per is: 9103 to accelerate / retard setting of concrete, to imspan>prove durability and workability without imspan>pairing strength; including pumspan>ping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcemspan>ent as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cemspan>ent up to 10% of the mspan>inimspan>umspan> specified cemspan>ent content in design mspan>ix shall be payable separately. in case the cemspan>ent content in design mspan>ix is mspan>ore than 1.10 timspan>es of the specified mspan>inimspan>umspan> cemspan>ent content, the contractor shall have discretion to either re-design the mspan>ix or bear the cost of extra cemspan>ent. 3054 (i) r.c.c. work in beamspan> 3055 (ii) r.c.c. work in columspan>ns 3056 (iii) r.c.c. work in slab 3057 centering and shuttering including strutting, propping etc. and remspan>oval of formspan> for all heights : 3058 foundations, footings, bases of columspan>ns, etc. for mspan>ass concrete. 3059 columspan>ns,pillars, piers, abutmspan>ents, posts and struts. 3060 suspended floors, roofs, landings, balconies and access platformspan>. with water proof ply 12 mspan>mspan> thick 3061 lintels, beamspan>s, plinth beamspan>s, girders, bressumspan>ers and cantilevers. with water proof ply 12 mspan>mspan> thick 3062 steel reinforcemspan>ent for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete upto plinth level. thermspan>o-mspan>echanically treated bars of grade fe-500d or mspan>ore. 3063 steel reinforcemspan>ent for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete above plinth level. thermspan>o-mspan>echanically treated bars of grade fe-500 d or mspan>ore. 3064 mspan>asonry work 3065 brick work with comspan>mspan>on burnt clay f.p.s. (non mspan>odular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : cemspan>ent mspan>ortar 1:6 (1 cemspan>ent : 6 coarse sand) 3066 wood and pvc work 3067 providing and fixing isi mspan>arked flush door shutters conformspan>ing to is : 2202 (part i) non-decorative type, core of block board construction with framspan>e of 1st class hard wood and well mspan>atched comspan>mspan>ercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mspan>mspan> thick including isi mspan>arked stainless steel butt hinges with necessary screws. 3068 providing and fixing mspan>.s. grills of required pattern in framspan>es of windows etc. with mspan>.s. flats, square or round bars etc. including primspan>ing coat with approved steel primspan>er all comspan>plete. fixed to steel windows by welding. 3069 providing and fixing alumspan>iniumspan> hanging floor door stopper isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. comspan>plete. twin rubber stopper 3070 providing and fixing bright /mspan>att finished stainless steel handles of approved quality & mspan>ake with necessary screws etc all comspan>plete(a) 125 mspan>mspan>. 3071 providing & fixing stainless steel sliding door bolts isi mspan>arked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc comspan>plete. (a) 250mspan>mspan> x 16mspan>mspan> . 3072 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. comspan>plete. 3073 300 x 10mspan>mspan> 3074 200 x 10mspan>mspan> 3075 steel work 3076 providing and fixing factory mspan>ade isi mspan>arked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all mspan>emspan>bers such as f7d, f4b, k11 b and k12 b etc. comspan>plete of standard rolled steel sections, joints mspan>itred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including primspan>ing coat of approved steel primspan>er, but excluding the cost of other fittings, comspan>plete all as per approved design, (sectional weight of only steel mspan>emspan>bers shall be mspan>easured for paymspan>ent). fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size). 3077 providing and fixing mspan>.s. tubular framspan>es for doors, windows, ventilators and cupboard with rectangular/ l-type sections, mspan>ade of 1.60 mspan>mspan> thick mspan>.s. sheet, joints mspan>itred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a primspan>ing coat of approved steel primspan>er.fixing with 15x3 mspan>mspan> lugs 10 cmspan> long emspan>bedded in cemspan>ent concrete block 15x10x10 cmspan> of c.c. 1:3:6 (1 cemspan>ent : 3 coarse sand : 6 graded stone aggregate 20 mspan>mspan> nomspan>inal size) 3078 steel work welded in built up sections/ framspan>ed work, including cutting, hoisting, fixing in position and applying a primspan>ing coat of approved steel primspan>er using structural steel etc. as required.in gratings, framspan>es, guard bar, ladder, railings, brackets, gates and simspan>ilar works 3079 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all comspan>plete with : 4.0 mspan>mspan> thick glass panes. 3080 flooring 3081 kota stone slab flooring over 20 mspan>mspan> (average) thick base laid over and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slab, including rubbing and polishing comspan>plete with base of cemspan>ent mspan>ortar 1 : 4 (1 cemspan>ent : 4 coarse sand) : 3082 kota stone slabs 20 mspan>mspan> thick in risers of steps, skirting, dado and pillars laid on 12 mspan>mspan> (average) thick cemspan>ent mspan>ortar 1:3 (1 cemspan>ent: 3 coarse sand) and jointed with grey cemspan>ent slurry mspan>ixed with pigmspan>ent to mspan>atch the shade of the slabs, including rubbing and polishing comspan>plete 3083 finishing 3084 12 mspan>mspan> cemspan>ent plaster on the fair side of single or half brick wall (a) 1:6 (1 cemspan>ent: 6 coarse sand) 3085 15 mspan>mspan> cemspan>ent plaster on rough side of single or half brick wall of mspan>ix : 1:4 (1 cemspan>ent: 4 coarse sand). 3086 15 mspan>mspan> cemspan>ent plaster on the rough side of single or half brick wall of mspan>ix : 1:6 (1 cemspan>ent: 6 coarse sand) 3087 6 mspan>mspan> cemspan>ent plaster on celling (a) 1:3(1 cemspan>ent:3 fine sand) 3088 distemspan>pering with oil bound washable distemspan>per of approved brand and mspan>anufacture to give an even shade : new work (two or mspan>ore coats) over and including water thinnable primspan>ing coat with cemspan>ent primspan>er. 3089 finishing walls with water proofing cemspan>ent paint of required shade : new work (two or mspan>ore coats applied @ 3.84 kg/10 sqmspan>) 3090 applying primspan>ing coat: 3091 with ready mspan>ixed alumspan>iniumspan> primspan>er of approved brand andmspan>anufacture on resinous wood and plywood 3092 with ready mspan>ixed red oxide zink chromspan>ate primspan>er of approved brand and mspan>anufacture on steel galvanised iron/steel works. 3093 painting with synthetic enamspan>el paint of approved brand and mspan>anufacture of required colour to give an even shade :two or mspan>ore coats on new work over an under coat of suitable shade with ordinary paint of approved brand and mspan>anufacture 3094 finsihing with epoxy paint (two or mspan>ore coats) at all locations pepared and applied as per mspan>anufacturers specifications including appropriate primspan>ing coat, preparation of surface, etc. comspan>plete.on steel work. 3095 providing and applying white cemspan>ent based putty of average thickness 1 mspan>mspan>, of approved brand and mspan>anufacturer, over the plastered wall surface to prepare the surface even and smspan>ooth comspan>plete. 3096 water proofing 3097 painting top of roofs with bitumspan>en of approved quality @ 17kg per 10 sqmspan> imspan>pregnated with a coat of coarse sand at 60 cudmspan> per 10 sqmspan>, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil comspan>plete : 3098 supply & fixing of prepainted coloured trapezoidal or approved profiled sheeting 1000-1020 mspan>mspan> cover width, 28-30 mspan>mspan> high crests with subtle square fluting in the five pan at nomspan>inal 190-255 mspan>mspan> (as approved by eic) centre-to-centre mspan>anufactured out of 0.50 mspan>mspan> tct hi-tensile prepainted zincalumspan>e /galvalumspan>e steel (az-150 gsmspan>. alumspan>iniumspan> –zinc alloy mspan>etallic coating of total both sides 550 mspan>pa yield stress as per as-1397). colour/ exterior coat of rmspan>p 20 mspan>icron top coat applied over 5 mspan>icron primspan>er and a 5 mspan>icron polyester back coat applied over 5 mspan>icrons primspan>er or equivalent coating/painting. the sheet shall have wide pans with stiffening ribs for effective water shedding and special mspan>ale/femspan>ale ends with full return legs on side laps for purlin support. the mspan>ale end of the sheet shall have anti-capillary flute at side laps to prevent leakages. the sheet shall be fixed by mspan>eans of anti corrosive approved mspan>ake rust shield (epoxy polymspan>er) coated self-drilling self tapping fasteners 12-14 x 55 mspan>mspan> with epdmspan> seals through crest for roofing and 12-24 x 20 mspan>mspan> through valley (pans) for wall cladding. the sheet shall be supplied in lengths mspan>aximspan>umspan> up to 6-12 mspan>eter long to suit site dimspan>ensions. the scope includes all sealing of joint, curves, edges or other accessories with silicon sealant. 3099 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a primspan>ing coat of approved steel primspan>er, including welding and bolted with special shaped washers etc. comspan>plete. 3100 electricalworksmspan>ain gate 3101 sub head - i: circuit cumspan> point wiring 3102 switch control light points 3103 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed mspan>ediumspan> class pvc conduit, with mspan>odular switch, mspan>odular plate, suitable gi box and earthing the point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable etc. as required. 3104 group c 3105 wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mspan>mspan> frls pvc insulated copper conductor single core cable in surface/ recessed pvc conduit, and earthing the point with 1.5 sq. mspan>mspan> frls pvc insulated copper conductor single core cable etc as required. (switch control secondary points) 3106 group c 3107 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed steel conduit, with mspan>odular switch, mspan>odular plate, suitable gi box and earthing the point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable etc. as required. (switch control primspan>ary points) 3108 group c 3109 wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutindependent switch etc.) with 1.5 sq. mspan>mspan> frls pvc insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mspan>mspan> frls pvc insulated copper conductor single core cable etc as required. (switch control secondary points) 3110 group c 3111 mspan>cb control light points 3112 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable in surface / recessed steel conduit, with mspan>odular switch, mspan>odular plate, suitable gi box and earthing the point with 1.5 sq.mspan>mspan> frls pvc insulated copper conductor single core cable etc. as required. (switch control primspan>ary points) 3113 primspan>ary point controlled by one mspan>cb. 3114 samspan>e as itemspan> above but secondary point. i.e. points to be looped with primspan>ary pointwith 2.5 sqmspan>mspan> wire and point wiring 3115 wiring for light/ power plug with 2x4 sq. mspan>mspan> frls pvc insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 no. 4 sq. mspan>mspan> frls pvc insulated copper conductor single core cable for loop earthing as required. 3116 wiring for circuit/ submspan>ain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 3117 2 x 1.5 sq. mspan>mspan> + 1 x 1.5 sq. mspan>mspan> earth wire 3118 2 x 2.5 sq. mspan>mspan> + 1 x 2.5 sq. mspan>mspan> earth wire 3119 2 x 6 sq. mspan>mspan> + 1 x 6 sq. mspan>mspan> earth wire 3120 2 x 10 sq. mspan>mspan> + 1 x 10 sq.mspan>mspan> earth wire 3121 4 x 10 sq. mspan>mspan> + 2 x 6 sq. mspan>mspan> earth wire 3122 4 x 16 sq. mspan>mspan> + 2 x 6 sq. mspan>mspan> earth wire 3123 supplying and fixingsuitable size gi box with mspan>odular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 amspan>p mspan>odular socket outlet and 5/6 a mspan>odular switch, connection etc. as required. 3124 supply and wiringfor 250 volts singlephase and neutral 2 nos 6 amspan>ps socket outlate with control by 1 no switched with 2.5 sq.mspan>mspan> pvcinsulatedcopper conductor1100 volts grade stranded flexible frls wires inconcealed or surface mspan>ounted 25 mspan>mspan> dia 2mspan>mspan> thickpvc conduit including providing and fixing of 6 amspan>ps 3 pin switch socket outlet of aprpoved mspan>ake and design in 2 mspan>mspan> thick gi box with grid plate and earthingofthird pin of the socket with2.5sq. mspan>mspan> pvc insulated copper conductor strandedflexiblefrlswire.(mspan>aximspan>umspan> four no. of switches socket shall be connected on onecircuit) 3125 supplying and fixing suitable size gi box with mspan>odular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 a mspan>odular socket outlet and 15/16 a mspan>odular switch, connections etc. as required. 3126 supplying and fixing 63 a, 415 v, tpn industrial type socketoutlet, with 4 pole and earth, mspan>etal enclosed plug topalongwith 63 a c curve, tpmspan>cb, in sheet steel enclosure, on surface or in recess, with chained mspan>etal cover for the socket outlet and comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 3127 supplying and fixing 80 a, 415 v, tpn industrial type socket outlet, with 4 pole and earth, mspan>etal enclosed plug top alongwith 80 a c curve, tpmspan>cb, in sheet steel enclosure, on surface or in recess, with chained mspan>etal cover for the socket outlet and comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 3128 supplying and fixing 3 pin, 5 a ceiling rose on the existing junction box/ wooden block including connections etc. as required. 3129 supplying & fixing suitable size gi box wih mspan>odular plate and cover in front on surface or in recess i/c providing and fixing 25 amspan>p mspan>odular socket outlet and 25 amspan>ps mspan>odular sp mspan>cb, “c” curve including connection, painting etc. as required. (acs & gysers) 3130 supplying and fixing following mspan>odular switch/ socket on the existing mspan>odular plate & switch box including connections but excluding mspan>odular plate etc. as required. 3131 telephone socket outlet 3132 supplying and fixing following size/ mspan>odules, gi box alongwith mspan>odular base & cover plate for mspan>odular switches in recess etc. as required. 3133 1 or 2 mspan>odule (75mspan>mspan>x75mspan>mspan>) 3134 6 mspan>odule (78mspan>mspan> x 205 mspan>mspan> x 50 mspan>mspan>) 3135 supplying and fixing following size/ mspan>odules, gi box alongwith mspan>odular base & cover plate for mspan>odular switches in recess etc. as required. 3136 3 pin , 5/6 amspan>ps socket outlet 3137 5/6 amspan>ps switch 3138 supplying and fixing of following sizes of mspan>ediumspan> class pvc conduit along with accessories in surface/recess including cutting the wall and mspan>aking good the samspan>e in case of recessed conduit as required. 3139 25 mspan>mspan> 3140 32 mspan>mspan> 3141 subhead -ii - fittings & fixtures 3142 supply, installation, testing and comspan>mspan>issioning of 10 w bulk head light. 3143 supply, installation, testing and comspan>mspan>issioning of 5w mspan>irror light. 3144 supply, installation, testing and comspan>mspan>issioning of 18w surface/recessed mspan>ounted led circular downlighter. 3145 supply, installation, testing and comspan>mspan>issioning of 18/20w wall/surface mspan>outed 4 ft. led 3146 supply, installation, testing and comspan>mspan>issioning of 15wsurface mspan>ountedled square downlighter. 3147 supply, installation, testing and comspan>mspan>issioning of 12/9wrecessed mspan>ountedled circular downlighter. 3148 supply, installation, testing and comspan>mspan>issioning of9w (nomspan>inal)wall bracket light 3149 supply, installation, testing and comspan>mspan>issioning of 1200 mspan>mspan> sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) mspan>otor, class of insulation: b, 3 nos. blades, 30 cmspan> long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cmspan>/mspan>/w) mspan>inimspan>umspan> 6.00, air delivery mspan>inimspan>umspan> 210 cumspan>/mspan>in , 350 rpmspan> (tolerance as per is : 374-2019),thd less than 10%, remspan>ote or electronic regulator unit for speed control and all remspan>aining accessories including safety pin, nut bolts, washers, temspan>perature rise=75 degree c (mspan>ax.), insulation resistance mspan>ore than 2 mspan>ega ohmspan>, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. comspan>plete as required. 3150 supplyinstallation, testing and comspan>mspan>issioning of 250 mspan>mspan> dia domspan>estic exhaust fan 3151 subhead - iii - distribution boards 3152 supplying and fixing following way, single pole and neutral, sheet steel, mspan>cb distribution board, 240 v, on surface/ recess, comspan>plete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mspan>cb/rccb/isolator) 3153 6 way, double door 3154 8 way, double door 3155 12 way, double door 3156 supplying and fixing following way, three pole and neutral, sheet steel, mspan>cb distribution board, 415 volts, on surface/ recess comspan>plete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (but without mspan>cb/ rccb/ isolator) 3157 4 way (4 + 12), double door 3158 6 way (4 + 18), double door 3159 8 way (4 + 24), double door 3160 supplyingand fixingoffollowingwayssurface/recessmspan>ounting, vertical type, 415 v, tpn mspan>cb distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 a tinned copper bus bar, comspan>mspan>on neutral link, earth bar, din bar for mspan>ounting mspan>cbs (but without mspan>cbs and incomspan>er) as required . (note :vertical type mspan>cb tpdb is normspan>ally used where 3 phase outlets are required.) 3161 12 way (4 + 36), double door 3162 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, c curve, mspan>iniature circuit breaker suitable for inductive load of following poles in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 3163 single pole 3164 single pole neutral 3165 supplying and fixing following rating, double pole, 240 v, isolator in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 3166 40 a 3167 63 a 3168 supplying and fixing following rating, four pole, 415 v, isolator in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 3169 25 a 3170 40 a 3171 63 a 3172 supplying and fixing following rating, double pole, (single phaseand neutral), 240 v, residual current circuit breaker (rccb), having a sensitivity current 30 mspan>a in the existing mspan>cb db comspan>plete with connections, testing and comspan>mspan>issioning etc. as required. 3173 25 a 3174 40 a 3175 63 a 3176 supplying and fixing single pole blanking plate in the existing mspan>cb db comspan>plete etc. as required. 3177 basket ball court 3178 for one no. of court 3179 demspan>olishing cemspan>ent concrete mspan>anually/ by mspan>echanical mspan>eans including disposal of mspan>aterial within 50 mspan>etres lead as per directionof engineer - in - charge nomspan>inal concrete 1:3:6 or richer mspan>ix 3180 providing and laying c.c. pavemspan>ent of mspan>ix mspan>-25 with ready mspan>ixed concrete fromspan> batching plant. the ready mspan>ixed concrete shall be laid and finished with screed board vibrator , vacuumspan> dewatering process and finally finished by floating, broomspan>ing with wire brush etc. comspan>plete as per specifications and directions of engineer-incharge. (the panel shuttering work shall be paid for separately). (note:- cemspan>ent content considered in this itemspan> is @ 330 kg/cumspan>. excess/less cemspan>ent used as per design mspan>ix is payable/ recoverable separately). 3181 steel reinforcemspan>ent for r.c.c. work including straightening, cutting, bending, placing in position and binding all comspan>plete upto plinth level. 3182 thermspan>o-mspan>echanically treated bars of grade fe-500d or mspan>ore. 3183 cemspan>ent concrete flooring 1:2:4 (1 cemspan>ent : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cemspan>ent, including cemspan>ent slurry, but excluding the cost of nosing of steps etc. comspan>plete. 3184 40 mspan>mspan> thick with 20 mspan>mspan> nomspan>inal size stone aggregate 3185 providing and fixing ac strips in joints ofcemspan>ent concrete floors.70 mspan>mspan> wide and 4 mspan>mspan> thick. 3186 finishing with epoxy paint (two or mspan>ore coats) at all locations prepared and applied as per mspan>anufacturers specifications including appropriate primspan>ing coat, preparation of surface, etc. comspan>plete. 3187 on steel work: (on poles) 3188 vertical mspan>emspan>ber (8in dia & 3.2 mspan> long) 3189 horizontal mspan>emspan>ber (8in dia & 2.5 mspan> long) 3190 ugt with pumspan>p house 3191 cost of under ground sumspan>p 3192 cost of 2 set of 7.5 hp submspan>ersible pumspan>p (i.e. rs 75,000, each) including all control panel and fitting charges, etc. 3193 external electrical work 3194 subhead - i - mspan>ain boards 3195 mspan>eter boards 3196 supply, installation, testing and comspan>mspan>issioning of mspan>.v. cubical type totally enclosed dust, dumspan>p and vermspan>in proof mspan>eter bords comspan>plete with bus bars, mspan>v danger notice plate, on surface isi mspan>arked electronic kwh mspan>eter, indication lamspan>ps, cts, interconnection with suitable capacity alumspan>iniumspan> strips / rods, door covers, seperate comspan>partmspan>ent for each mspan>eter, glass inspection window, connection of incomspan>ing and outgoing cables with thimspan>bles, powder coated having following incomspan>ing and outgoingmspan>cbs mspan>ccbs and kwh mspan>eters comspan>plete as required. 3197 panel- kitchen dining 3198 incomspan>er 3199 1 no.40 amspan>p fp mspan>ccb, 15 ka breaking capacity with thermspan>al release and adjustable setting and with rotary handle. 3200 mspan>etering & indication 3201 1 set of r,y,b phase indicating lamspan>ps 3202 digital mspan>ultifunction mspan>eter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mspan>cb & 3nos 40/5a cts (40a/500v) rating 3203 1 sets of breaker on-off-trip, spring charged indication lamspan>ps as required. 3204 bus-bar 3205 1 set of 50a tpn alumspan>iniumspan> bus bar with colour coded pvc sleeves 3206 out going: 3207 2 nos. 25a tpn mspan>cb of 10ka 3208 3 no. 40a dp mspan>cb of 10ka. 3209 supplying,receiving, fixing, testing & comspan>mspan>issioning ofabove described panel 3210 mspan>eter boards - type-iii, type ii & type i 3211 incomspan>er 3212 1 no.63 amspan>p fp mspan>ccb, 15 ka breaking capacity with thermspan>al release and adjustable setting and with rotary handle. 3213 mspan>etering & indication 3214 1 set of r,y,b phase indicating lamspan>ps 3215 digital mspan>ultifunction mspan>eter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mspan>cb & 3nos 63/5a cts (63a/500v) rating 3216 1 sets of breaker on-off-trip, spring charged indication lamspan>ps as required. 3217 bus-bar 3218 1 set of 100a tpn alumspan>iniumspan> bus bar with colour coded pvc sleeves 3219 out going: 3220 4 nos. 40a tpn mspan>cb of 10ka 3221 2 nos. 40a dp mspan>cb of 10ka. 3222 supplying,receiving, fixing, testing & comspan>mspan>issioning ofabove described panel 3223 mspan>eter boards -dormspan>itory boys & girls 3224 incomspan>er 3225 1 no.63 amspan>p fp mspan>ccb, 15 ka breaking capacity with thermspan>al release and adjustable setting and with rotary handle. 3226 mspan>etering & indication 3227 1 set of r,y,b phase indicating lamspan>ps 3228 digital mspan>ultifunction mspan>eter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mspan>cb & 3nos 63/5a cts (63a/500v) rating 3229 1 sets of breaker on-off-trip, spring charged indication lamspan>ps as required. 3230 bus-bar 3231 1 set of 100a tpn alumspan>iniumspan> bus bar with colour coded pvc sleeves 3232 out going: 3233 4 nos. 40a tpn mspan>cb of 10ka 3234 2 nos. 40a dp mspan>cb of 10ka. 3235 supplying,receiving, fixing, testing & comspan>mspan>issioning ofabove described panel 3236 mspan>eter boards - vice principle residence, guest house, workshop & gymspan> 3237 1 no.40amspan>p fp mspan>ccb, 15 ka breaking capacity with thermspan>al release and adjustable setting and with rotary handle. 3238 panel -school building & mspan>p hall 3239 incomspan>er 3240 1 no.63 amspan>p fp mspan>ccb, 15 ka breaking capacity with thermspan>al release and adjustable setting and with rotary handle. 3241 mspan>etering & indication 3242 1 set of r,y,b phase indicating lamspan>ps 3243 digital mspan>ultifunction mspan>eter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mspan>cb & 3nos 63/5a cts (63a/500v) rating 3244 1 sets of breaker on-off-trip, spring charged indication lamspan>ps as required. 3245 bus-bar 3246 1 set of 100a tpn alumspan>iniumspan> bus bar with colour coded pvc sleeves 3247 out going: 3248 4 nos. 40a tpn mspan>cb of 10ka 3249 3 no. 40a dp mspan>cb of 10ka. 3250 supplying,receiving, fixing, testing & comspan>mspan>issioning ofabove described panel 3251 subhead - ii - earthing 3252 earthing with g.i. earth plate 600 mspan>mspan> x 600 mspan>mspan> x 6 mspan>mspan> thick including accessories, and providing mspan>asonary enclosure with cover plate having locking arrangemspan>ent and watering watering pipe 2.7 mspan>etre long etc. with charcoal/ coke and salt as required. 3253 earthing with cu. earth plate 600mspan>mspan> x 600mspan>mspan> x 3mspan>mspan> thick includingaccesssories, and providingmspan>asonary enclosurewith cover plate (ci heavy duty) having locking arrangemspan>ent and watering pipe pipe of 2.7 mspan>tr long etc. with charcoal or coke and salt) as required. 3254 supplying and laying 25 mspan>mspan> x 5 mspan>mspan> g.i. strip in 40 mspan>mspan> dia g.i. pipe fromspan> earth electrode, including connection with g.i. nut, bolt, spring, washer excavation and refilling etc. as required. 3255 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> copper strip in 40 mspan>mspan> dia g.i. pipe fromspan> earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. 3256 providing and fixing 25 mspan>mspan> x 5 mspan>mspan> g.i. strip on surface or in recess for connections etc. as required. 3257 cost of septic tank [for repairing of existing septic tank]

State Government

TRN :49056968 | 23 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for supply, delivery & installation of submspan>ersible pumspan>ping mspan>achinery and other electrical / mspan>echanical equipmspan>ent etc. including allied works for baligari water supply schemspan>e, zone-i, t.w. no. iii & iv, block: tarakeswar, district - hooghly under electrical division, phe dte- 1 part-a supply and delivery at site submspan>ersible pumspan>ping mspan>achinery directly coupled with wet winding type submspan>ersible mspan>otor having the following specification pumspan>p.duty condition :36 cu.mspan>trhead :58 mspan>tr.mspan>otor : submspan>ersible type 3 ph. 50 hz. 400v + 10%, mspan>os:- star deltaimspan>peller : gmspan>/ ss/ cromspan>esteelmspan>otor winding : wet type.pumspan>p outlet - 65/75/100 mspan>mspan>.(test certificate, warranty certificate along with characteristic curve should be submspan>itted at the timspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 mspan>mspan> dia columspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock systemspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 mspan>tr. long. 4 ii) 1.5 mspan>tr. long 5 iii) 80 mspan>mspan> dia top & bottomspan> adaptor 6 100 mspan>mspan> x 80 mspan>mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia mspan>.s. suspension clamspan>p for above columspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 mspan>mspan>. dia cidf sluice valve- 1 no., 80mspan>mspan> non return valve (swing type - 1 no.) pn - 1.0,80mspan>mspan> mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / mspan>s (heavy) short piece as required length, 80mspan>mspan> cidf tee - 1 no., reducer, nut bolt and other ci / mspan>s specials etc. as required as per i.s. specification and other required mspan>aterials for the job i.e. for mspan>aking comspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be submspan>itted at the timspan>e of delivery). 9 supply and delivery at site split type mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary clamspan>ping arrangemspan>ent including holes for columspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (mspan>ake : h. guru) 102 mspan>mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pumspan>p of approve mspan>ake 11 supply and delivery at site pressure gauge 102 mspan>mspan>. dia and 7 kg. /cmspan>2 range, brass cocks and fitting comspan>plete(h.guru) 12 supply and delivery at site 4 sq. mspan>mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flat submspan>ersible cable. 13 mspan>aking safety device for above pumspan>p by supplying 3 nos. suitable size mspan>s clamspan>p/ mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other mspan>aterials as per direction. 14 supply & delivery of double flanged three phase 50 hz quarter turn electrical actuator [gear case lubrication : sp68 is:13095, torch switches: 2 x 1 no / 1 nc changeover contact, positional limspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 mspan>mspan>. dia with mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainless steel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be submspan>itted at the timspan>e of delivery) 15 supply & delivery of 415 v mspan>cc cumspan> pdb. with mspan>inimspan>umspan> 2mspan>mspan> thickness and degree of protection ip - 54, conformspan>ing to is-8623 withsuitable bus bar, digital voltmspan>eter amspan>mspan>eter, contactor, delay timspan>er, mspan>cb, valve actuator starter etc. with plc logic & ups as detailed in annexure - i7.5 -12.5 hp with sds (star delta starter)panel mspan>ake : digitek / rnr industries /pce projects / opg power systemspan> / ecs.[tc / gc to be submspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. mspan>mspan>. 3 1/2 core pvc insulatedal. armspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 amspan>p. 440 v, 50 hz. tpn mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 amspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 amspan>p changeover unit 20 supply & delivery of 100 amspan>p 4 pole mspan>ccb with adjustable overload and adjacent short circuit protection including enclosures. 21 supply & delivery at site of 25 kva, 3 phase oil cooled type servo mspan>otor operated wound line voltage corrector conformspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase mspan>ain supply phase to phase 200v-500v 3 servo mspan>otor in 3 phase with all protection by mspan>cb (mspan>ake- abb / siemspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be submspan>itted at the timspan>e of delivery) 22 supply and delivery of automspan>atic plunger type chlorinator for feeding accurately automspan>atic controlled dosage of chlorine solution into the water by connecting mspan>etering pumspan>p with flow rate of water 0-100 ltr/hr. with mspan>aximspan>umspan> pressure of 10 kg./cmspan>2 suitable dosing pumspan>p and other necessary accessories on the delivery pipe line as required. the pumspan>p shall be coupled with 1/2 hp mspan>otor having 3 phase power and 1440 rpmspan> (+4%).(test certificate will be submspan>itted at the timspan>e of delivery) 23 part-binstallation of pumspan>ping mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of columspan>n pipe mspan>aking all electrical and water line interconnection comspan>plete as per direction including supply of necessary mspan>aterials as required for the work. 24 mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary mspan>aterials as bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing to comspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. mspan>mspan>. copper control cable, comspan>pensating mspan>s flange, nuts, bolts gasket and other fixing mspan>aterials as required to comspan>plete the job including necessary mspan>aking of brick pillar as per site situation with supply of necessary mspan>aterials like bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing in all respect including successfull operation along with testing of the whole installation as per entire satisfaction of eic. 26 installation with testing and comspan>mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with mspan>s shaddle, mspan>aking all electrical connection including socketing, crimspan>ping to comspan>plete the work as per direction. 27 installation of above supplied chlorinator pumspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ mspan>anual panel. this includes the cost of mspan>aking necessary brick foundation base with neat cemspan>ent finish by supplying all requered mspan>aterials and testing entire set as per direction of eic 28 mspan>aking internal electrification with 16amspan>p mspan>ain switch/mspan>cb (mspan>ake: havells/ any approved) by 1.5 sq.mspan>mspan> frlsh grade copper pvc insulated single core mspan>ultistrand wire (mspan>ake: havells/ mspan>escab/ finolex/ any approved) in pvc casing of pumspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 amspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led lamspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led lamspan>p and drawing of necessary earthing (1.0 sq.mspan>mspan>) mspan>aterial all comspan>plete as per direction eic. (led light mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [mspan>ake - philips, mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 mspan>mspan> dia 1.5 mspan>tr. long g.i pipe bracket fixed on the roof of the pumspan>p house with properly grout including mspan>aking power connection by 2 x 1.5 sq. mspan>mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq mspan>mspan> copper flexible wire), fitting fixing of 15 amspan>p switch on board with all comspan>plete as per direction of eic. 30 earthing confirmspan>ing to is: 3043 by 50mspan>mspan> dia gi pipe 3.64mspan>mspan> thick x 3.04mspan> long and 1 x 4 swggi (hot dip) wire (4 mspan>ts. long), 13mspan>mspan> dia x 80mspan>mspan> long gi bolts, double nuts, double washers including supply & fixing of 15mspan>mspan> dia gi pipe protection (1 mspan>tr long) to be filled with bitumspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 mspan>trs below the ground level and restoring surface duly ramspan>mspan>ed as below. a) for soft soilby tata - mspan>ediumspan> gi pipe 31 drawing earth by mspan>.s. flat strip (20mspan>mspan> x 3mspan>mspan>) fromspan>earth bus / electrode to above differentcomspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 amspan>p. kit kat (3 nos.)(mspan>ake : havells) with required size wooden board mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (mspan>ake : havells/ cg/ approved mspan>ake) including fitting fixing on ceiling and mspan>aking electrical connection comspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (mspan>ake: cello / supremspan>e / nilkamspan>al) 35 trial operation and guarding of whole installationas per departmspan>ental requiremspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing departmspan>ental termspan>s & conditions] 36 for t.w. no. iii 37 for t.w. no. iv 38 add: 18% gst 39 add: 1% cess

State Government

TRN :49056971 | 23 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for supply, delivery & installation of submspan>ersible pumspan>ping mspan>achinery and other electrical / mspan>echanical equipmspan>ent etc. including allied works for binagramspan> water supply schemspan>e, t.w. no. iii, block: tarakeswar, district - hooghly under electrical division, phe dte.- 1 part-a supply and delivery at site submspan>ersible pumspan>ping mspan>achinery directly coupled with wet winding type submspan>ersible mspan>otor having the following specification pumspan>p.duty condition :36 cu.mspan>trhead :58 mspan>tr.mspan>otor : submspan>ersible type 3 ph. 50 hz. 400v + 10%, mspan>os:- star deltaimspan>peller : gmspan>/ ss/ cromspan>esteelmspan>otor winding : wet type.pumspan>p outlet - 65/75/100 mspan>mspan>.(test certificate, warranty certificate along with characteristic curve should be submspan>itted at the timspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 mspan>mspan> dia columspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock systemspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 mspan>tr. long. 4 ii) 1.5 mspan>tr. long 5 iii) 80 mspan>mspan> dia top & bottomspan> adaptor 6 100 mspan>mspan> x 80 mspan>mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia mspan>.s. suspension clamspan>p for above columspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 mspan>mspan>. dia cidf sluice valve- 1 no., 80mspan>mspan> non return valve (swing type - 1 no.) pn - 1.0,80mspan>mspan> mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / mspan>s (heavy) short piece as required length, 80mspan>mspan> cidf tee - 1 no., reducer, nut bolt and other ci / mspan>s specials etc. as required as per i.s. specification and other required mspan>aterials for the job i.e. for mspan>aking comspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be submspan>itted at the timspan>e of delivery). 9 supply and delivery at site split type mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary clamspan>ping arrangemspan>ent including holes for columspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (mspan>ake : h. guru) 102 mspan>mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pumspan>p of approve mspan>ake 11 supply and delivery at site pressure gauge 102 mspan>mspan>. dia and 7 kg. /cmspan>2 range, brass cocks and fitting comspan>plete(h.guru) 12 supply and delivery at site 4 sq. mspan>mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flat submspan>ersible cable. 13 mspan>aking safety device for above pumspan>p by supplying 3 nos. suitable size mspan>s clamspan>p/ mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other mspan>aterials as per direction. 14 supply & delivery of double flanged three phase 50 hz quarter turn electrical actuator [gear case lubrication : sp68 is:13095, torch switches: 2 x 1 no / 1 nc changeover contact, positional limspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 mspan>mspan>. dia with mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainless steel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be submspan>itted at the timspan>e of delivery) 15 supply & delivery of 415 v mspan>cc cumspan> pdb. with mspan>inimspan>umspan> 2mspan>mspan> thickness and degree of protection ip - 54, conformspan>ing to is-8623 withsuitable bus bar, digital voltmspan>eter amspan>mspan>eter, contactor, delay timspan>er, mspan>cb, valve actuator starter etc. with plc logic & ups as detailed in annexure - i7.5 -12.5 hp with sds (star delta starter)panel mspan>ake : digitek / rnr industries /pce projects / opg power systemspan> / ecs.[tc / gc to be submspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. mspan>mspan>. 3 1/2 core pvc insulatedal. armspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 amspan>p. 440 v, 50 hz. tpn mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 amspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 amspan>p changeover unit 20 supply & delivery of 100 amspan>p 4 pole mspan>ccb with adjustable overload and adjacent short circuit protection including enclosures. 21 supply & delivery at site of 25 kva, 3 phase oil cooled type servo mspan>otor operated wound line voltage corrector conformspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase mspan>ain supply phase to phase 200v-500v 3 servo mspan>otor in 3 phase with all protection by mspan>cb (mspan>ake- abb / siemspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be submspan>itted at the timspan>e of delivery) 22 supply and delivery of automspan>atic plunger type chlorinator for feeding accurately automspan>atic controlled dosage of chlorine solution into the water by connecting mspan>etering pumspan>p with flow rate of water 0-100 ltr/hr. with mspan>aximspan>umspan> pressure of 10 kg./cmspan>2 suitable dosing pumspan>p and other necessary accessories on the delivery pipe line as required. the pumspan>p shall be coupled with 1/2 hp mspan>otor having 3 phase power and 1440 rpmspan> (+4%).(test certificate will be submspan>itted at the timspan>e of delivery) 23 part-binstallation of pumspan>ping mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of columspan>n pipe mspan>aking all electrical and water line interconnection comspan>plete as per direction including supply of necessary mspan>aterials as required for the work. 24 mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary mspan>aterials as bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing to comspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. mspan>mspan>. copper control cable, comspan>pensating mspan>s flange, nuts, bolts gasket and other fixing mspan>aterials as required to comspan>plete the job including necessary mspan>aking of brick pillar as per site situation with supply of necessary mspan>aterials like bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing in all respect including successfull operation along with testing of the whole installation as per entire satisfaction of eic. 26 installation with testing and comspan>mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with mspan>s shaddle, mspan>aking all electrical connection including socketing, crimspan>ping to comspan>plete the work as per direction. 27 installation of above supplied chlorinator pumspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ mspan>anual panel. this includes the cost of mspan>aking necessary brick foundation base with neat cemspan>ent finish by supplying all requered mspan>aterials and testing entire set as per direction of eic 28 mspan>aking internal electrification with 16amspan>p mspan>ain switch/mspan>cb (mspan>ake: havells/ any approved) by 1.5 sq.mspan>mspan> frlsh grade copper pvc insulated single core mspan>ultistrand wire (mspan>ake: havells/ mspan>escab/ finolex/ any approved) in pvc casing of pumspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 amspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led lamspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led lamspan>p and drawing of necessary earthing (1.0 sq.mspan>mspan>) mspan>aterial all comspan>plete as per direction eic. (led light mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [mspan>ake - philips, mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 mspan>mspan> dia 1.5 mspan>tr. long g.i pipe bracket fixed on the roof of the pumspan>p house with properly grout including mspan>aking power connection by 2 x 1.5 sq. mspan>mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq mspan>mspan> copper flexible wire), fitting fixing of 15 amspan>p switch on board with all comspan>plete as per direction of eic. 30 earthing confirmspan>ing to is: 3043 by 50mspan>mspan> dia gi pipe 3.64mspan>mspan> thick x 3.04mspan> long and 1 x 4 swggi (hot dip) wire (4 mspan>ts. long), 13mspan>mspan> dia x 80mspan>mspan> long gi bolts, double nuts, double washers including supply & fixing of 15mspan>mspan> dia gi pipe protection (1 mspan>tr long) to be filled with bitumspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 mspan>trs below the ground level and restoring surface duly ramspan>mspan>ed as below. a) for soft soilby tata - mspan>ediumspan> gi pipe 31 drawing earth by mspan>.s. flat strip (20mspan>mspan> x 3mspan>mspan>) fromspan>earth bus / electrode to above differentcomspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 amspan>p. kit kat (3 nos.)(mspan>ake : havells) with required size wooden board mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (mspan>ake : havells/ cg/ approved mspan>ake) including fitting fixing on ceiling and mspan>aking electrical connection comspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (mspan>ake: cello / supremspan>e / nilkamspan>al) 35 trial operation and guarding of whole installationas per departmspan>ental requiremspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing departmspan>ental termspan>s & conditions] 36 add: 18% gst 37 add: 1% cess

State Government

TRN :49057012 | 23 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for supply, delivery & installation of submspan>ersible pumspan>ping mspan>achinery and other electrical / mspan>echanical equipmspan>ent etc. including allied works for mspan>ankur deulgramspan> water supply schemspan>e, t.w. no. vii & viii, block: bagnan-i, district - howrah under electrical division, phe dte- 1 part-a supply and delivery at site submspan>ersible pumspan>ping mspan>achinery directly coupled with wet winding type submspan>ersible mspan>otor having the following specification pumspan>p.duty condition :36 cu.mspan>trhead :58 mspan>tr.mspan>otor : submspan>ersible type 3 ph. 50 hz. 400v + 10%, mspan>os:- star deltaimspan>peller : gmspan>/ ss/ cromspan>esteelmspan>otor winding : wet type.pumspan>p outlet - 65/75/100 mspan>mspan>.(test certificate, warranty certificate along with characteristic curve should be submspan>itted at the timspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 mspan>mspan> dia columspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock systemspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 mspan>tr. long. 4 ii) 1.5 mspan>tr. long 5 iii) 80 mspan>mspan> dia top & bottomspan> adaptor 6 100 mspan>mspan> x 80 mspan>mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia mspan>.s. suspension clamspan>p for above columspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 mspan>mspan>. dia cidf sluice valve- 1 no., 80mspan>mspan> non return valve (swing type - 1 no.) pn - 1.0,80mspan>mspan> mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / mspan>s (heavy) short piece as required length, 80mspan>mspan> cidf tee - 1 no., reducer, nut bolt and other ci / mspan>s specials etc. as required as per i.s. specification and other required mspan>aterials for the job i.e. for mspan>aking comspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be submspan>itted at the timspan>e of delivery). 9 supply and delivery at site split type mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary clamspan>ping arrangemspan>ent including holes for columspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (mspan>ake : h. guru) 102 mspan>mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pumspan>p of approve mspan>ake 11 supply and delivery at site pressure gauge 102 mspan>mspan>. dia and 7 kg. /cmspan>2 range, brass cocks and fitting comspan>plete(h.guru) 12 supply and delivery at site 4 sq. mspan>mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flat submspan>ersible cable. 13 mspan>aking safety device for above pumspan>p by supplying 3 nos. suitable size mspan>s clamspan>p/ mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other mspan>aterials as per direction. 14 supply & delivery of double flanged three phase 50 hz quarter turn electrical actuator [gear case lubrication : sp68 is:13095, torch switches: 2 x 1 no / 1 nc changeover contact, positional limspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 mspan>mspan>. dia with mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainless steel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be submspan>itted at the timspan>e of delivery) 15 supply & delivery of 415 v mspan>cc cumspan> pdb. with mspan>inimspan>umspan> 2mspan>mspan> thickness and degree of protection ip - 54, conformspan>ing to is-8623 withsuitable bus bar, digital voltmspan>eter amspan>mspan>eter, contactor, delay timspan>er, mspan>cb, valve actuator starter etc. with plc logic & ups as detailed in annexure - i7.5 -12.5 hp with sds (star delta starter)panel mspan>ake : digitek / rnr industries /pce projects / opg power systemspan> / ecs.[tc / gc to be submspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. mspan>mspan>. 3 1/2 core pvc insulatedal. armspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 amspan>p. 440 v, 50 hz. tpn mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 amspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 amspan>p changeover unit 20 supply & delivery of 100 amspan>p 4 pole mspan>ccb with adjustable overload and adjacent short circuit protection including enclosures. 21 supply & delivery at site of 25 kva, 3 phase oil cooled type servo mspan>otor operated wound line voltage corrector conformspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase mspan>ain supply phase to phase 200v-500v 3 servo mspan>otor in 3 phase with all protection by mspan>cb (mspan>ake- abb / siemspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be submspan>itted at the timspan>e of delivery) 22 supply and delivery of automspan>atic plunger type chlorinator for feeding accurately automspan>atic controlled dosage of chlorine solution into the water by connecting mspan>etering pumspan>p with flow rate of water 0-100 ltr/hr. with mspan>aximspan>umspan> pressure of 10 kg./cmspan>2 suitable dosing pumspan>p and other necessary accessories on the delivery pipe line as required. the pumspan>p shall be coupled with 1/2 hp mspan>otor having 3 phase power and 1440 rpmspan> (+4%).(test certificate will be submspan>itted at the timspan>e of delivery) 23 part-binstallation of pumspan>ping mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of columspan>n pipe mspan>aking all electrical and water line interconnection comspan>plete as per direction including supply of necessary mspan>aterials as required for the work. 24 mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary mspan>aterials as bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing to comspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. mspan>mspan>. copper control cable, comspan>pensating mspan>s flange, nuts, bolts gasket and other fixing mspan>aterials as required to comspan>plete the job including necessary mspan>aking of brick pillar as per site situation with supply of necessary mspan>aterials like bricks, sand, cemspan>ent, stone chips etc. with plastering & neat cemspan>ent finishing in all respect including successfull operation along with testing of the whole installation as per entire satisfaction of eic. 26 installation with testing and comspan>mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with mspan>s shaddle, mspan>aking all electrical connection including socketing, crimspan>ping to comspan>plete the work as per direction. 27 installation of above supplied chlorinator pumspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ mspan>anual panel. this includes the cost of mspan>aking necessary brick foundation base with neat cemspan>ent finish by supplying all requered mspan>aterials and testing entire set as per direction of eic 28 mspan>aking internal electrification with 16amspan>p mspan>ain switch/mspan>cb (mspan>ake: havells/ any approved) by 1.5 sq.mspan>mspan> frlsh grade copper pvc insulated single core mspan>ultistrand wire (mspan>ake: havells/ mspan>escab/ finolex/ any approved) in pvc casing of pumspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 amspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led lamspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led lamspan>p and drawing of necessary earthing (1.0 sq.mspan>mspan>) mspan>aterial all comspan>plete as per direction eic. (led light mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [mspan>ake - philips, mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 mspan>mspan> dia 1.5 mspan>tr. long g.i pipe bracket fixed on the roof of the pumspan>p house with properly grout including mspan>aking power connection by 2 x 1.5 sq. mspan>mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq mspan>mspan> copper flexible wire), fitting fixing of 15 amspan>p switch on board with all comspan>plete as per direction of eic. 30 earthing confirmspan>ing to is: 3043 by 50mspan>mspan> dia gi pipe 3.64mspan>mspan> thick x 3.04mspan> long and 1 x 4 swggi (hot dip) wire (4 mspan>ts. long), 13mspan>mspan> dia x 80mspan>mspan> long gi bolts, double nuts, double washers including supply & fixing of 15mspan>mspan> dia gi pipe protection (1 mspan>tr long) to be filled with bitumspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 mspan>trs below the ground level and restoring surface duly ramspan>mspan>ed as below. a) for soft soilby tata - mspan>ediumspan> gi pipe 31 drawing earth by mspan>.s. flat strip (20mspan>mspan> x 3mspan>mspan>) fromspan>earth bus / electrode to above differentcomspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 amspan>p. kit kat (3 nos.)(mspan>ake : havells) with required size wooden board mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (mspan>ake : havells/ cg/ approved mspan>ake) including fitting fixing on ceiling and mspan>aking electrical connection comspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (mspan>ake: cello / supremspan>e / nilkamspan>al) 35 trial operation and guarding of whole installationas per departmspan>ental requiremspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing departmspan>ental termspan>s & conditions] 36 for t.w. no. vii 37 for t.w. no. viii 38 add: 18% gst 39 add: 1% cess

Central Government/Public Sector

TRN :49057016 | 28 May, 2025

Tender Value : 0

Ghaziabad - Uttar Pradesh

Tender for e-auction for sale of property – residential flat no. ff-2, first floor, plot no, alk-d ganga vihar, village- sadullaabad, pargana loni, tehsil & district- ghaziabad, area-83.81 sq.mspan>. boundary 30 feet wide road in north, land of others in south, plot no. b-25 in east, other part of the plot in west (this property is in physical possession of the bank) lawhold industrial plot no. g-2, situated in mspan>ussoorie gulavti industrial area, tehsil boulana district- hapur, the said property is in the namspan>e of mspan>/s dwarkapati spinning pvt. ltd. area 460 sq.mspan>., property boundary is plot g-388 in north, plot no g-300 in south, 18 mspan>. wide road no. ii in east. 302 fromspan> pot in the west (this property is in symspan>bolic possession of the bank) emspan>t of residential house no. 21 (old no. 35), 3rd floor, with full title, situated at mspan>ohalla jagdish nagar, ghaziabad, owned by shri vikas gupta s/o shri shashikant gupta, covered area 40 sq.mspan>. width: east- house no. 34, west house no. 36 north- part of the house of sardar colonel sind, south 20 feet wide road (that property is in symspan>bolic possession of the bank) residential house no. a nizamspan>uddin west, new delhi-110003, area 846.58 sq.mspan>./733.33 sq.yds., situated at nizamspan>uddin west, new delhi-110003. bouradi - house numspan>ber a-5 in the north house numspan>ber a-7 in the south road in the east service sen in the west (this property is in symspan>bolic possession of the bank)

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