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Tender for supply, delivery & installation of sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>ping <span class="text-red-selected">mspan>achinery and other electrical / <span class="text-red-selected">mspan>echanical equip<span class="text-red-selected">mspan>ent etc. including allied works for cha<span class="text-red-selected">mspan>padanga water supply sche<span class="text-red-selected">mspan>e, t.w. no. vi, block: tarakeswar, district - hooghly under electrical division, phe dte.- 1 part-a supply and delivery at site sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>ping <span class="text-red-selected">mspan>achinery directly coupled with wet winding type sub<span class="text-red-selected">mspan>ersible <span class="text-red-selected">mspan>otor having the following specification pu<span class="text-red-selected">mspan>p.duty condition :36 cu.<span class="text-red-selected">mspan>trhead :58 <span class="text-red-selected">mspan>tr.<span class="text-red-selected">mspan>otor : sub<span class="text-red-selected">mspan>ersible type 3 ph. 50 hz. 400v + 10%, <span class="text-red-selected">mspan>os:- star deltai<span class="text-red-selected">mspan>peller : g<span class="text-red-selected">mspan>/ ss/ cro<span class="text-red-selected">mspan>esteel<span class="text-red-selected">mspan>otor winding : wet type.pu<span class="text-red-selected">mspan>p outlet - 65/75/100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>.(test certificate, warranty certificate along with characteristic curve should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia colu<span class="text-red-selected">mspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock syste<span class="text-red-selected">mspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 <span class="text-red-selected">mspan>tr. long. 4 ii) 1.5 <span class="text-red-selected">mspan>tr. long 5 iii) 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia top & botto<span class="text-red-selected">mspan> adaptor 6 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia <span class="text-red-selected">mspan>.s. suspension cla<span class="text-red-selected">mspan>p for above colu<span class="text-red-selected">mspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia cidf sluice valve- 1 no., 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> non return valve (swing type - 1 no.) pn - 1.0,80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / <span class="text-red-selected">mspan>s (heavy) short piece as required length, 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> cidf tee - 1 no., reducer, nut bolt and other ci / <span class="text-red-selected">mspan>sspecials etc. as required as per i.s. specification and other required <span class="text-red-selected">mspan>aterials for the job i.e. for <span class="text-red-selected">mspan>aking co<span class="text-red-selected">mspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery). 9 supply and delivery at site split type <span class="text-red-selected">mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary cla<span class="text-red-selected">mspan>ping arrange<span class="text-red-selected">mspan>ent including holes for colu<span class="text-red-selected">mspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (<span class="text-red-selected">mspan>ake : h. guru) 102 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pu<span class="text-red-selected">mspan>p of approve <span class="text-red-selected">mspan>ake 11 supply and delivery at site pressure gauge 102 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia and 7 kg. /c<span class="text-red-selected">mspan>2 range, brass cocks and fitting co<span class="text-red-selected">mspan>plete(h.guru) 12 supply and delivery at site 4 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flatsub<span class="text-red-selected">mspan>ersible cable. 13 <span class="text-red-selected">mspan>aking safety device for above pu<span class="text-red-selected">mspan>p by supplying 3 nos. suitable size <span class="text-red-selected">mspan>s cla<span class="text-red-selected">mspan>p/ <span class="text-red-selected">mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other <span class="text-red-selected">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 li<span class="text-red-selected">mspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia with <span class="text-red-selected">mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainlesssteel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery) 15 supply & delivery of 415 v <span class="text-red-selected">mspan>cc cu<span class="text-red-selected">mspan> pdb. with <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness and degree of protection ip - 54, confor<span class="text-red-selected">mspan>ing to is-8623 withsuitable bus bar, digital volt<span class="text-red-selected">mspan>eter a<span class="text-red-selected">mspan><span class="text-red-selected">mspan>eter, contactor, delay ti<span class="text-red-selected">mspan>er, <span class="text-red-selected">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 <span class="text-red-selected">mspan>ake : digitek / rnr industries /pce projects / opg power syste<span class="text-red-selected">mspan> / ecs.[tc / gc to be sub<span class="text-red-selected">mspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. 3 1/2 core pvc insulatedal. ar<span class="text-red-selected">mspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) <span class="text-red-selected">mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 a<span class="text-red-selected">mspan>p. 440 v, 50 hz. tpn <span class="text-red-selected">mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 a<span class="text-red-selected">mspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 a<span class="text-red-selected">mspan>p changeover unit 20 supply & delivery of 100 a<span class="text-red-selected">mspan>p 4 pole <span class="text-red-selected">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 <span class="text-red-selected">mspan>otor operated wound line voltage corrector confor<span class="text-red-selected">mspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase <span class="text-red-selected">mspan>ain supply phase to phase 200v-500v 3 servo <span class="text-red-selected">mspan>otor in 3 phase with all protection by <span class="text-red-selected">mspan>cb (<span class="text-red-selected">mspan>ake- abb / sie<span class="text-red-selected">mspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery) 22 supply and delivery of auto<span class="text-red-selected">mspan>atic plunger type chlorinator for feeding accurately auto<span class="text-red-selected">mspan>atic controlled dosage of chlorine solution into the water by connecting <span class="text-red-selected">mspan>etering pu<span class="text-red-selected">mspan>p with flow rate of water 0-100 ltr/hr. with <span class="text-red-selected">mspan>axi<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> pressure of 10 kg./c<span class="text-red-selected">mspan>2 suitable dosing pu<span class="text-red-selected">mspan>p and other necessary accessories on the delivery pipe line as required. the pu<span class="text-red-selected">mspan>p shall be coupled with 1/2 hp <span class="text-red-selected">mspan>otor having 3 phase power and 1440 rp<span class="text-red-selected">mspan> (+4%).(test certificate will be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery) 23 part-binstallation of pu<span class="text-red-selected">mspan>ping <span class="text-red-selected">mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of colu<span class="text-red-selected">mspan>n pipe <span class="text-red-selected">mspan>aking all electrical and water line interconnection co<span class="text-red-selected">mspan>plete as per direction including supply of necessary <span class="text-red-selected">mspan>aterials as required for the work. 24 <span class="text-red-selected">mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary <span class="text-red-selected">mspan>aterials as bricks, sand, ce<span class="text-red-selected">mspan>ent, stone chips etc. with plastering & neat ce<span class="text-red-selected">mspan>ent finishing to co<span class="text-red-selected">mspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. copper control cable, co<span class="text-red-selected">mspan>pensating <span class="text-red-selected">mspan>s flange, nuts, bolts gasket and other fixing <span class="text-red-selected">mspan>aterials as required to co<span class="text-red-selected">mspan>plete the job including necessary <span class="text-red-selected">mspan>aking of brick pillar as per site situation with supply of necessary <span class="text-red-selected">mspan>aterials like bricks, sand, ce<span class="text-red-selected">mspan>ent, stone chips etc. with plastering & neat ce<span class="text-red-selected">mspan>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 co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with <span class="text-red-selected">mspan>sshaddle, <span class="text-red-selected">mspan>aking all electrical connection including socketing, cri<span class="text-red-selected">mspan>ping to co<span class="text-red-selected">mspan>plete the work as per direction. 27 installation of above supplied chlorinator pu<span class="text-red-selected">mspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ <span class="text-red-selected">mspan>anual panel. this includes the cost of <span class="text-red-selected">mspan>aking necessary brick foundation base with neat ce<span class="text-red-selected">mspan>ent finish by supplying all requered <span class="text-red-selected">mspan>aterials and testing entire set as per direction of eic 28 <span class="text-red-selected">mspan>aking internal electrification with 16a<span class="text-red-selected">mspan>p <span class="text-red-selected">mspan>ain switch/<span class="text-red-selected">mspan>cb (<span class="text-red-selected">mspan>ake: havells/ any approved) by 1.5 sq.<span class="text-red-selected">mspan><span class="text-red-selected">mspan> frlsh grade copper pvc insulated single core <span class="text-red-selected">mspan>ultistrand wire (<span class="text-red-selected">mspan>ake: havells/ <span class="text-red-selected">mspan>escab/ finolex/ any approved) in pvc casing of pu<span class="text-red-selected">mspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 a<span class="text-red-selected">mspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led la<span class="text-red-selected">mspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led la<span class="text-red-selected">mspan>p and drawing of necessary earthing (1.0 sq.<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) <span class="text-red-selected">mspan>aterial all co<span class="text-red-selected">mspan>plete as per direction eic. (led light <span class="text-red-selected">mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [<span class="text-red-selected">mspan>ake - philips, <span class="text-red-selected">mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia 1.5 <span class="text-red-selected">mspan>tr. long g.i pipe bracket fixed on the roof of the pu<span class="text-red-selected">mspan>p house with properly grout including <span class="text-red-selected">mspan>aking power connection by 2 x 1.5 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq <span class="text-red-selected">mspan><span class="text-red-selected">mspan> copper flexible wire), fitting fixing of 15 a<span class="text-red-selected">mspan>p switch on board with all co<span class="text-red-selected">mspan>plete as per direction of eic. 30 earthing confir<span class="text-red-selected">mspan>ing to is: 3043 by 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi pipe 3.64<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick x 3.04<span class="text-red-selected">mspan> long and 1 x 4 swggi (hot dip) wire (4 <span class="text-red-selected">mspan>ts. long), 13<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia x 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> long gi bolts, double nuts, double washers including supply & fixing of 15<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi pipe protection (1 <span class="text-red-selected">mspan>tr long) to be filled with bitu<span class="text-red-selected">mspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 <span class="text-red-selected">mspan>trs below the ground level and restoring surface duly ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ed as below. a) for soft soilby tata - <span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan> gi pipe 31 drawing earth by <span class="text-red-selected">mspan>.s. flatstrip (20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 3<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) fro<span class="text-red-selected">mspan>earth bus / electrode to above differentco<span class="text-red-selected">mspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 a<span class="text-red-selected">mspan>p. kit kat (3 nos.)(<span class="text-red-selected">mspan>ake : havells) with required size wooden board <span class="text-red-selected">mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (<span class="text-red-selected">mspan>ake : havells/ cg/ approved <span class="text-red-selected">mspan>ake) including fitting fixing on ceiling and <span class="text-red-selected">mspan>aking electrical connection co<span class="text-red-selected">mspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (<span class="text-red-selected">mspan>ake: cello / supre<span class="text-red-selected">mspan>e / nilka<span class="text-red-selected">mspan>al) 35 trial operation and guarding of whole installationas per depart<span class="text-red-selected">mspan>ental require<span class="text-red-selected">mspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing depart<span class="text-red-selected">mspan>ental ter<span class="text-red-selected">mspan>s & conditions] 36 add: 18% gst 37 add: 1% cess
Tender for supply, delivery & installation of sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>ping <span class="text-red-selected">mspan>achinery and other electrical / <span class="text-red-selected">mspan>echanical equip<span class="text-red-selected">mspan>ent etc. including allied works for tantisal water supply sche<span class="text-red-selected">mspan>e, t.w. no. iii & iv, block: khanakul-i, district - hooghly under electrical division, phe dte.- 1 part-a supply and delivery at site sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>ping <span class="text-red-selected">mspan>achinery directly coupled with wet winding type sub<span class="text-red-selected">mspan>ersible <span class="text-red-selected">mspan>otor having the following specification pu<span class="text-red-selected">mspan>p.duty condition :36 cu.<span class="text-red-selected">mspan>trhead :58 <span class="text-red-selected">mspan>tr.<span class="text-red-selected">mspan>otor : sub<span class="text-red-selected">mspan>ersible type 3 ph. 50 hz. 400v + 10%, <span class="text-red-selected">mspan>os:- star deltai<span class="text-red-selected">mspan>peller : g<span class="text-red-selected">mspan>/ ss/ cro<span class="text-red-selected">mspan>esteel<span class="text-red-selected">mspan>otor winding : wet type.pu<span class="text-red-selected">mspan>p outlet - 65/75/100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>.(test certificate, warranty certificate along with characteristic curve should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery.) 2 supply and delivery at site the following:-upvc 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia colu<span class="text-red-selected">mspan>n pipewith both side square threaded (8 tpi)with one socket and o ring biax technology with wiring lock syste<span class="text-red-selected">mspan> non corrosive,high tensile having iso 9001 standard. 3 i)3 <span class="text-red-selected">mspan>tr. long. 4 ii) 1.5 <span class="text-red-selected">mspan>tr. long 5 iii) 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia top & botto<span class="text-red-selected">mspan> adaptor 6 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi reducer 7 supply and delivery at site heavy type suitable dia <span class="text-red-selected">mspan>.s. suspension cla<span class="text-red-selected">mspan>p for above colu<span class="text-red-selected">mspan>n pipe along with nuts, bolts and washers etc. 8 supply and delivery at site 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia cidf sluice valve- 1 no., 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> non return valve (swing type - 1 no.) pn - 1.0,80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>s heavy flange - 1 no., cidf bend 90o - 1 no., cidf / <span class="text-red-selected">mspan>s (heavy) short piece as required length, 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> cidf tee - 1 no., reducer, nut bolt and other ci / <span class="text-red-selected">mspan>sspecials etc. as required as per i.s. specification and other required <span class="text-red-selected">mspan>aterials for the job i.e. for <span class="text-red-selected">mspan>aking co<span class="text-red-selected">mspan>plete construction of delivery and wash out lineas per relavant i.s. (test certificate for valve should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery). 9 supply and delivery at site split type <span class="text-red-selected">mspan>.s. fabricated suitable tubewell cover for the tubewell housing with necessary cla<span class="text-red-selected">mspan>ping arrange<span class="text-red-selected">mspan>ent including holes for colu<span class="text-red-selected">mspan>n pipe, air pipe and cable entry etc. 10 supply and delivery at site depth gauge (<span class="text-red-selected">mspan>ake : h. guru) 102 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia. with steel airbreak pipe required length with all other fittings and accessories for the work including supplying on the good quality hand pu<span class="text-red-selected">mspan>p of approve <span class="text-red-selected">mspan>ake 11 supply and delivery at site pressure gauge 102 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia and 7 kg. /c<span class="text-red-selected">mspan>2 range, brass cocks and fitting co<span class="text-red-selected">mspan>plete(h.guru) 12 supply and delivery at site 4 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. 3 core copper 1.1 kv grade pvc insulated water proof flatsub<span class="text-red-selected">mspan>ersible cable. 13 <span class="text-red-selected">mspan>aking safety device for above pu<span class="text-red-selected">mspan>p by supplying 3 nos. suitable size <span class="text-red-selected">mspan>s cla<span class="text-red-selected">mspan>p/ <span class="text-red-selected">mspan>s cage and 1 dia nylon rope of required length including supplying nuts, bolts, and other <span class="text-red-selected">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 li<span class="text-red-selected">mspan>it switches: 2 x 1 no / 1 nc changeover contacts] operated flange type butterfly valve (pn - 1.0) 80 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia with <span class="text-red-selected">mspan>echanical position indicator, ci body & disk - is: 210 gr. fg 260, shaft of stainlesssteel aisi 410 as per bs 5155 ip - 68 / s-2,(test certificate should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery) 15 supply & delivery of 415 v <span class="text-red-selected">mspan>cc cu<span class="text-red-selected">mspan> pdb. with <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness and degree of protection ip - 54, confor<span class="text-red-selected">mspan>ing to is-8623 withsuitable bus bar, digital volt<span class="text-red-selected">mspan>eter a<span class="text-red-selected">mspan><span class="text-red-selected">mspan>eter, contactor, delay ti<span class="text-red-selected">mspan>er, <span class="text-red-selected">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 <span class="text-red-selected">mspan>ake : digitek / rnr industries /pce projects / opg power syste<span class="text-red-selected">mspan> / ecs.[tc / gc to be sub<span class="text-red-selected">mspan>itted along with panel after approval of detail power and control circuit drawing by eic]. 16 supply & delivery of 35 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. 3 1/2 core pvc insulatedal. ar<span class="text-red-selected">mspan>oured cable (1.1 kv grade), is 1554 (part - i) / is 7098 (part-i) <span class="text-red-selected">mspan>ake : incab /gloster / nicco / polycab / crystal. 17 supply & delivery of 100 a<span class="text-red-selected">mspan>p. 440 v, 50 hz. tpn <span class="text-red-selected">mspan>ain switch with rewireable type fuse link 18 supply & delivery of 100 a<span class="text-red-selected">mspan>p. industrial copper busbar 19 supply & delivery of 4 pole 100 a<span class="text-red-selected">mspan>p changeover unit 20 supply & delivery of 100 a<span class="text-red-selected">mspan>p 4 pole <span class="text-red-selected">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 <span class="text-red-selected">mspan>otor operated wound line voltage corrector confor<span class="text-red-selected">mspan>ing to is-9815 [pt-i] 1994 suitable for unbalanced input voltage.input voltage: 3 phase <span class="text-red-selected">mspan>ain supply phase to phase 200v-500v 3 servo <span class="text-red-selected">mspan>otor in 3 phase with all protection by <span class="text-red-selected">mspan>cb (<span class="text-red-selected">mspan>ake- abb / sie<span class="text-red-selected">mspan>ens/ l&t)output voltage: 3 phase balanced output phase to phase 415v + 1% (test certificate & warranty certificate should be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery) 22 supply and delivery of auto<span class="text-red-selected">mspan>atic plunger type chlorinator for feeding accurately auto<span class="text-red-selected">mspan>atic controlled dosage of chlorine solution into the water by connecting <span class="text-red-selected">mspan>etering pu<span class="text-red-selected">mspan>p with flow rate of water 0-100 ltr/hr. with <span class="text-red-selected">mspan>axi<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> pressure of 10 kg./c<span class="text-red-selected">mspan>2 suitable dosing pu<span class="text-red-selected">mspan>p and other necessary accessories on the delivery pipe line as required. the pu<span class="text-red-selected">mspan>p shall be coupled with 1/2 hp <span class="text-red-selected">mspan>otor having 3 phase power and 1440 rp<span class="text-red-selected">mspan> (+4%).(test certificate will be sub<span class="text-red-selected">mspan>itted at the ti<span class="text-red-selected">mspan>e of delivery) 23 part-binstallation of pu<span class="text-red-selected">mspan>ping <span class="text-red-selected">mspan>achinery with valves, pipe & pipe specials, sort piece, presurre gauge including hoisting of colu<span class="text-red-selected">mspan>n pipe <span class="text-red-selected">mspan>aking all electrical and water line interconnection co<span class="text-red-selected">mspan>plete as per direction including supply of necessary <span class="text-red-selected">mspan>aterials as required for the work. 24 <span class="text-red-selected">mspan>aking of tubewell foundation (size- 3x 3x 3.5 approx) as per site situation including supply of necessary <span class="text-red-selected">mspan>aterials as bricks, sand, ce<span class="text-red-selected">mspan>ent, stone chips etc. with plastering & neat ce<span class="text-red-selected">mspan>ent finishing to co<span class="text-red-selected">mspan>plete as per direction. 25 installtion of panel & actuator operated ci butterfly valvewith supply of 12 core 2.5 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. copper control cable, co<span class="text-red-selected">mspan>pensating <span class="text-red-selected">mspan>s flange, nuts, bolts gasket and other fixing <span class="text-red-selected">mspan>aterials as required to co<span class="text-red-selected">mspan>plete the job including necessary <span class="text-red-selected">mspan>aking of brick pillar as per site situation with supply of necessary <span class="text-red-selected">mspan>aterials like bricks, sand, ce<span class="text-red-selected">mspan>ent, stone chips etc. with plastering & neat ce<span class="text-red-selected">mspan>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 co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning of the voltage stabilizer with necessary foundation along with necessary accessories in the suitable position and drawing cable with <span class="text-red-selected">mspan>sshaddle, <span class="text-red-selected">mspan>aking all electrical connection including socketing, cri<span class="text-red-selected">mspan>ping to co<span class="text-red-selected">mspan>plete the work as per direction. 27 installation of above supplied chlorinator pu<span class="text-red-selected">mspan>p set and drawing of power line by supplying of necessary wire and continuous earthing connected to auto/ <span class="text-red-selected">mspan>anual panel. this includes the cost of <span class="text-red-selected">mspan>aking necessary brick foundation base with neat ce<span class="text-red-selected">mspan>ent finish by supplying all requered <span class="text-red-selected">mspan>aterials and testing entire set as per direction of eic 28 <span class="text-red-selected">mspan>aking internal electrification with 16a<span class="text-red-selected">mspan>p <span class="text-red-selected">mspan>ain switch/<span class="text-red-selected">mspan>cb (<span class="text-red-selected">mspan>ake: havells/ any approved) by 1.5 sq.<span class="text-red-selected">mspan><span class="text-red-selected">mspan> frlsh grade copper pvc insulated single core <span class="text-red-selected">mspan>ultistrand wire (<span class="text-red-selected">mspan>ake: havells/ <span class="text-red-selected">mspan>escab/ finolex/ any approved) in pvc casing of pu<span class="text-red-selected">mspan>p house consisting of 2 nos. bracket point, 1 no. tube light point, 1 no. bulk head point and 1 no. five pin 5 a<span class="text-red-selected">mspan>p. socket point, 1 no. ceiling fan point with controlling switches including supply of 2 nos. bracket with 12w led la<span class="text-red-selected">mspan>p, 1 no. 20 watt led tube light set, 1 no. outdoor type bulk head with 9w led la<span class="text-red-selected">mspan>p and drawing of necessary earthing (1.0 sq.<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) <span class="text-red-selected">mspan>aterial all co<span class="text-red-selected">mspan>plete as per direction eic. (led light <span class="text-red-selected">mspan>ake: philips/ havells/ any approved) 29 supply and fitting fixing of 45 watt. x 2 nos. led light set [<span class="text-red-selected">mspan>ake - philips, <span class="text-red-selected">mspan>odel: brp031 led45 cw slr gr psu] with 2 nos 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia 1.5 <span class="text-red-selected">mspan>tr. long g.i pipe bracket fixed on the roof of the pu<span class="text-red-selected">mspan>p house with properly grout including <span class="text-red-selected">mspan>aking power connection by 2 x 1.5 sq. <span class="text-red-selected">mspan><span class="text-red-selected">mspan> copper fr grade flexible wire through pvc casing/conduit with drawing earth conductor (1.0 sq <span class="text-red-selected">mspan><span class="text-red-selected">mspan> copper flexible wire), fitting fixing of 15 a<span class="text-red-selected">mspan>p switch on board with all co<span class="text-red-selected">mspan>plete as per direction of eic. 30 earthing confir<span class="text-red-selected">mspan>ing to is: 3043 by 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi pipe 3.64<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick x 3.04<span class="text-red-selected">mspan> long and 1 x 4 swggi (hot dip) wire (4 <span class="text-red-selected">mspan>ts. long), 13<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia x 80<span class="text-red-selected">mspan><span class="text-red-selected">mspan> long gi bolts, double nuts, double washers including supply & fixing of 15<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi pipe protection (1 <span class="text-red-selected">mspan>tr long) to be filled with bitu<span class="text-red-selected">mspan>en partly under the ground level and partly above ground level driven to an average depth of 3.65 <span class="text-red-selected">mspan>trs below the ground level and restoring surface duly ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ed as below. a) for soft soilby tata - <span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan> gi pipe 31 drawing earth by <span class="text-red-selected">mspan>.s. flatstrip (20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 3<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) fro<span class="text-red-selected">mspan>earth bus / electrode to above differentco<span class="text-red-selected">mspan>ponents as per i.e. rules and as per direction of eic. 32 supply & fitting fixing of 100 a<span class="text-red-selected">mspan>p. kit kat (3 nos.)(<span class="text-red-selected">mspan>ake : havells) with required size wooden board <span class="text-red-selected">mspan>ounted on wall. 33 supply, delivery & fitting fixing of 48 sweep 230 volt, 50 hz, ac ceiling fan (<span class="text-red-selected">mspan>ake : havells/ cg/ approved <span class="text-red-selected">mspan>ake) including fitting fixing on ceiling and <span class="text-red-selected">mspan>aking electrical connection co<span class="text-red-selected">mspan>plete. 34 supply & delivery at site 2 nos. plastic chair & 1 no. plastic table (<span class="text-red-selected">mspan>ake: cello / supre<span class="text-red-selected">mspan>e / nilka<span class="text-red-selected">mspan>al) 35 trial operation and guarding of whole installationas per depart<span class="text-red-selected">mspan>ental require<span class="text-red-selected">mspan>ent and guideline 1 no. operator @ 465/- per day with 8.33% bonus. [as per existing depart<span class="text-red-selected">mspan>ental ter<span class="text-red-selected">mspan>s & conditions] 36 for t.w. no. iii 37 for t.w. no. iv 38 add: 18% gst 39 add: 1% cess
Tender for tender for construction of civil works for increasing capacity fro<span class="text-red-selected">mspan> (1x500 plus 2x315 <span class="text-red-selected">mspan>va) to (2x500 plus 1x315 <span class="text-red-selected">mspan>va) at 400 k.v. sub-station-ist <span class="text-red-selected">mspan>uradnagar ghaziabad. - earth work in excavation by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans (hydraulic excavator)/<span class="text-red-selected">mspan>anual <span class="text-red-selected">mspan>eans over areas (exceeding 30 c<span class="text-red-selected">mspan> in depth, 1.5 <span class="text-red-selected">mspan> in width as well as 10 sq<span class="text-red-selected">mspan> on plan) all kinds of soil including getting out and disposal of excavated earth lead upto 50 <span class="text-red-selected">mspan> and for all lift, as directed by engineer-in-charge. 2 excavating, supplying, stacking and filling of local earth (including royalty) by <span class="text-red-selected">mspan>echanical transport upto a lead of 5k<span class="text-red-selected">mspan> also includingra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing and watering of the earth in layers not exceeding 20 c<span class="text-red-selected">mspan> in foundation trenches, plinth, sides of foundation etc. co<span class="text-red-selected">mspan>plete for all 3 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete of specified grade 1:4:8 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand (zone-iii) derived fro<span class="text-red-selected">mspan> natural sources : 8 graded stone aggregate 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size derived fro<span class="text-red-selected">mspan> natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 4 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete of specified grade 1:5:10 (1 ce<span class="text-red-selected">mspan>ent : 5 coarse sand (zone-iii) derived fro<span class="text-red-selected">mspan> natural sources : 10 graded stone aggregate 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size derived fro<span class="text-red-selected">mspan> natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 5 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete of specified grade1:1½:3 (1 ce<span class="text-red-selected">mspan>ent: 1½ coarse sand (zone-iii) derived fro<span class="text-red-selected">mspan> natural sources : 3 graded stone aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size derived fro<span class="text-red-selected">mspan> natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position specified grade of reinforced ce<span class="text-red-selected">mspan>ent concrete 1:1.5:3 (1 ce<span class="text-red-selected">mspan>ent : 1.5 coarse sand (zone-iii) derived fro<span class="text-red-selected">mspan> natural sources : 3 graded stone aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size derived fro<span class="text-red-selected">mspan> natural sources), excluding the cost of centering, shuttering, finishing and reinforce<span class="text-red-selected">mspan>ent - all work up to plinth level : 7 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for foundations, footings, bases of colu<span class="text-red-selected">mspan>ns, etc. for <span class="text-red-selected">mspan>ass concrete 8 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for suspended floors, roofs, landings, balconies and access platfor<span class="text-red-selected">mspan> 10 centering and shuttering including strutting, propping etc. and re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan> for colu<span class="text-red-selected">mspan>ns, pillars, piers, abut<span class="text-red-selected">mspan>ents, posts and struts. 11 providing, hoisting and fixing above plinth level up to floor five level precast reinforced ce<span class="text-red-selected">mspan>ent concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforce<span class="text-red-selected">mspan>ent with 1:1.5:3 (1 ce<span class="text-red-selected">mspan>ent : 1.5 coarse sand(zone-iii) derived fro<span class="text-red-selected">mspan> natural sources : 3 graded stone aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size derived fro<span class="text-red-selected">mspan> natural sources). 12 steel reinforce<span class="text-red-selected">mspan>ent for r.c.c. work including straightening, cutting, bending, placing in position and binding all co<span class="text-red-selected">mspan>plete upto plinth level. ther<span class="text-red-selected">mspan>o-<span class="text-red-selected">mspan>echanically treated bars of grade fe-500d or <span class="text-red-selected">mspan>ore. 13 brick work in foundation & plinth with old dis<span class="text-red-selected">mspan>antled bricks (supplied by depart<span class="text-red-selected">mspan>ent free of cost) and coarse sand <span class="text-red-selected">mspan>ortar in 1:6 including supply of all other <span class="text-red-selected">mspan>aterials, labour, re<span class="text-red-selected">mspan>oving <span class="text-red-selected">mspan>ortar & cleaning of old & used bricks,t&p etc co<span class="text-red-selected">mspan>plete . 14 brick work with co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>on burnt clay f.p.s. (non <span class="text-red-selected">mspan>odular) bricks of class designation 7.5 in foundation and plinth in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand). 15 brick work with co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>on burnt clay f.p.s. (non <span class="text-red-selected">mspan>odular) bricks of class designation 7.5 in foundation and plinth in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:6 (1 ce<span class="text-red-selected">mspan>ent : 6 coarse sand). 16 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>ud <span class="text-red-selected">mspan>ortar, including filling joints with ja<span class="text-red-selected">mspan>una sand, with co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>on burnt clay non <span class="text-red-selected">mspan>odular bricks 17 supplying, filling, spreading & leveling stone boulders of size range 5 c<span class="text-red-selected">mspan> to 20 c<span class="text-red-selected">mspan>, in recharge pit, in the required thickness, for all leads & lifts, all co<span class="text-red-selected">mspan>plete as per direction of engineer-in-charge . 18 structural steel work riveted, bolted or welded in built up sections, trusses and fra<span class="text-red-selected">mspan>ed work, including cutting, hoisting, fixing in position and applying a pri<span class="text-red-selected">mspan>ing coat of approved steel pri<span class="text-red-selected">mspan>er all co<span class="text-red-selected">mspan>plete. 19 <span class="text-red-selected">mspan>ild steel or iron work in heavy sizessuch as trusses built up gates, door fra<span class="text-red-selected">mspan>es, record, racks roof workgates etc. wrought to required for<span class="text-red-selected">mspan> including holes rivetting or welding where necessary and also fixingin proper position and align<span class="text-red-selected">mspan>ent but when steel is to be provided by the depart<span class="text-red-selected">mspan>ent . 20 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster of <span class="text-red-selected">mspan>ix 1:4 (1 ce<span class="text-red-selected">mspan>ent: 4 coarse sand). 21 extra for providing and <span class="text-red-selected">mspan>ixing water proofing <span class="text-red-selected">mspan>aterial in ce<span class="text-red-selected">mspan>ent concrete work in doses by weight of ce<span class="text-red-selected">mspan>ent as per <span class="text-red-selected">mspan>anufacturersspecification. 22 extra for providing and <span class="text-red-selected">mspan>ixing water proofing <span class="text-red-selected">mspan>aterial in ce<span class="text-red-selected">mspan>ent plaster work in proportion reco<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ended by the <span class="text-red-selected">mspan>anufacturers. 23 neat ce<span class="text-red-selected">mspan>ent punning 24 painting with synthetic ena<span class="text-red-selected">mspan>el paint of approved brand and <span class="text-red-selected">mspan>anufacture of required colour to give an even shade, two or <span class="text-red-selected">mspan>ore coats on new work over an under coat of suitable shade with ordinary paint of approved brand and <span class="text-red-selected">mspan>anufacture. 25 de<span class="text-red-selected">mspan>olishing ce<span class="text-red-selected">mspan>ent concrete (no<span class="text-red-selected">mspan>inal concrete 1:4:8 or leaner <span class="text-red-selected">mspan>ix (i/c equivalent design <span class="text-red-selected">mspan>ix)) <span class="text-red-selected">mspan>anually/ by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans including disposal of <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan>etres lead as per direction of engineer - in - charge. 26 de<span class="text-red-selected">mspan>olishing brick work in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar <span class="text-red-selected">mspan>anually/ by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans including stacking of serviceable <span class="text-red-selected">mspan>aterial and disposal of unserviceable <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan>etres lead as per direction of engineer-in-charge. 27 dis<span class="text-red-selected">mspan>antling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dis<span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>bering and stacking within 50 <span class="text-red-selected">mspan>etres lead. 28 de<span class="text-red-selected">mspan>olishing r.c.c. work by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans and stockpiling at designated locations and disposal of dis<span class="text-red-selected">mspan>antled <span class="text-red-selected">mspan>aterials up to a lead of 1 kilo<span class="text-red-selected">mspan>etre, stacking serviceable and unserviceable <span class="text-red-selected">mspan>aterial separately including cutting reinforce<span class="text-red-selected">mspan>ent bars. 29 dis<span class="text-red-selected">mspan>antling of existing pale / security / chain link fencing including post and stacking properly as per direction of the engineer - in - charge. including all labour and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work 30 disposal of building rubbish / <span class="text-red-selected">mspan>alba / si<span class="text-red-selected">mspan>ilar unserviceable, dis<span class="text-red-selected">mspan>antled or waste <span class="text-red-selected">mspan>aterials by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans, including loading, transporting, unloading to approved <span class="text-red-selected">mspan>unicipal du<span class="text-red-selected">mspan>ping ground or as approved by engineer-in-charge, beyond 50 <span class="text-red-selected">mspan> initial lead, for all leads including all lifts involved. 31 supply of 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. dia <span class="text-red-selected">mspan>.s. anchor bolts (confor<span class="text-red-selected">mspan>ing to is 266)500 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. long with base plate (50x50x6<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) welded with anchor boltsincluding its threading upto a length of 10c<span class="text-red-selected">mspan>. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick washer and cost of labour, <span class="text-red-selected">mspan>aterial & t&p for proper co<span class="text-red-selected">mspan>pletion of work 32 fixing and grouting 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>and below dia <span class="text-red-selected">mspan>.s. anchor bolt in proper align<span class="text-red-selected">mspan>ent level and setout with the help of a te<span class="text-red-selected">mspan>plate including supply of all labour t&p etc. reqd. for proper co<span class="text-red-selected">mspan>pletion of the work. (labour rates only) . 33 grouting of 90/105 lbs <span class="text-red-selected">mspan>.s. railincluding cost of all <span class="text-red-selected">mspan>aterials,labour & t&p for fixing of rail in proper align<span class="text-red-selected">mspan>ent, leveland position in transfor<span class="text-red-selected">mspan>er plinth foundation etc. as perdirection of eng i/c. (rail to be supplied by thedept.)(labour rates only) . 34 s/f in position 105 lbs <span class="text-red-selected">mspan>.s. rail for transfor<span class="text-red-selected">mspan>er plinth including cost of all labour, <span class="text-red-selected">mspan>aterial and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work. 35 fixing and grouting of trench edging in proper level and align<span class="text-red-selected">mspan>ent including cost of all labour, and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work but excluding cost of c.c. (labour rates only) . 36 fixing of te<span class="text-red-selected">mspan>plate in position level and align<span class="text-red-selected">mspan>ent for groutingof anchor bolt in auxiliary gantry (labour rate only). 37 fixing of cable trench racks in proper position and align<span class="text-red-selected">mspan>ent including cost of all labour, <span class="text-red-selected">mspan>aterial and t&petc. required for proper co<span class="text-red-selected">mspan>pletion of the work (labour rate only). 38 fabrication of te<span class="text-red-selected">mspan>plate forauxiliary foundation including cost of all labour, and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work. steel shall be arranged by contractor free of cost. this te<span class="text-red-selected">mspan>plate shall be property of contractor.(labour rate only). 39 4.0 c<span class="text-red-selected">mspan> thick 1:1.5:3 plain ce<span class="text-red-selected">mspan>ent concrete floor with ce<span class="text-red-selected">mspan>ent, approved coarse sand & 2c<span class="text-red-selected">mspan> gradedapproved stone ballast laid in panels finished with 3<span class="text-red-selected">mspan><span class="text-red-selected">mspan> floating coat of neat ce<span class="text-red-selected">mspan>ent or ce<span class="text-red-selected">mspan>ent and<span class="text-red-selected">mspan>arble dust in ratio of 5:1 asspecified and re<span class="text-red-selected">mspan>oving any overlapping <span class="text-red-selected">mspan>ortar at the joints of the panels ifany and giving the<span class="text-red-selected">mspan> a unifor<span class="text-red-selected">mspan> finish including supply of all <span class="text-red-selected">mspan>aterials, labour and t&p etc, required forproper co<span class="text-red-selected">mspan>pletion of the work. without base cc 40 placing of trench cover of all size in proper position including transportation fro<span class="text-red-selected">mspan> different places withinthe s/s area including all labour, t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work as per direction ofengineer - in - charge. 41 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 c<span class="text-red-selected">mspan> depth, dressing to ca<span class="text-red-selected">mspan>ber and consolidating with road roller including <span class="text-red-selected">mspan>aking good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 <span class="text-red-selected">mspan>etres. 42 providing and laying swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all <span class="text-red-selected">mspan>aterials, labour and t&p etc. required for proper co<span class="text-red-selected">mspan>pletion of the work (110<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pipe) 43 providing and laying design <span class="text-red-selected">mspan>ix ce<span class="text-red-selected">mspan>ent concrete of <span class="text-red-selected">mspan>-30 grade, in roads/ taxi tracks/ runways, using ce<span class="text-red-selected">mspan>ent content as per design <span class="text-red-selected">mspan>ix, using coarse sand and graded stone aggregate of 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and co<span class="text-red-selected">mspan>pacting <span class="text-red-selected">mspan>echanically by using needle and surface vibrators, levelling to required slope/ ca<span class="text-red-selected">mspan>ber, finishing with required texture, including steel for<span class="text-red-selected">mspan> work with sturdy <span class="text-red-selected">mspan>.s. channel sections, curing, <span class="text-red-selected">mspan>aking provision for contraction/ expansion, construction & longitudinal joints (10 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> wide x 50 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> deep) by groove cutting <span class="text-red-selected">mspan>achine, providing and filling joints with approved joint filler and sealants, co<span class="text-red-selected">mspan>plete all as per direction of engineer-incharge (ite<span class="text-red-selected">mspan> of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).ce<span class="text-red-selected">mspan>ent concrete <span class="text-red-selected">mspan>anufactured in auto<span class="text-red-selected">mspan>atic batching plant (r<span class="text-red-selected">mspan>c plant) i/c transportation to site in transit <span class="text-red-selected">mspan>ixer 44 providing and fixing in wall lining flat pressed three layer (<span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan> density) particle board or graded wood pre-la<span class="text-red-selected">mspan>inated one side decorative la<span class="text-red-selected">mspan>ination and other side balancing la<span class="text-red-selected">mspan>ination grade i, type ii, is : 12823 <span class="text-red-selected">mspan>arked, including pri<span class="text-red-selected">mspan>ing coat on unexposed arrange<span class="text-red-selected">mspan>ent and screws etc. co<span class="text-red-selected">mspan>plete : (12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick partical board) 45 hiring of beldar(labour).
Tender for auction sale of i<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ovable property 1 bhk flat for sale in shri sa<span class="text-red-selected">mspan>arth apart<span class="text-red-selected">mspan>ent, <span class="text-red-selected">mspan>adangad
Tender for tender for building self help pre<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> counter at fl 01.2007 chavara thekku<span class="text-red-selected">mspan> bhago<span class="text-red-selected">mspan> . l type wall side display rack 2100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> height- using 60x40x2.5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick rhs for post with back sheet having 5 level 0.9 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick 5helves(450<span class="text-red-selected">mspan><span class="text-red-selected">mspan> width-1 nos, 375 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> width -4 nos ) trays with 40 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> stopper height fro<span class="text-red-selected">mspan> the shelves type <span class="text-red-selected">mspan>btal beeping edge stopper to avoid falling down the bottle at rack starting and end area ( 15w-4 nos/set ) <span class="text-red-selected">mspan>s powder coated two part cash counter : 1st part - check out table (top surface flat type )- 22wx48 lx33h (including two step storage facility ) & 2nd part- billing portion - 22 x 22x 33h (including <span class="text-red-selected">mspan>anual cash drawer and keyboard draw) and top using stainlesssteel with capacity to carry sufficient load
Tender for auction sale of vt<span class="text-red-selected">mspan>s tower(01 no), with accessories consisting of <span class="text-red-selected">mspan>.s. scrap such as angle/tees/channels/flats,etc. b) disposal of hose tower -01 no with accessories, nearfire station, <span class="text-red-selected">mspan>.s.scrap (angles/tees/channel/flats/pipes, etc). qty. -01 no c)old dilapidated , da<span class="text-red-selected">mspan>aged container cabin (3nos)
Tender for supply of procure<span class="text-red-selected">mspan>ent of pin flat head.procure<span class="text-red-selected">mspan>ent of pin flat head.,pin flat head (type-a) 41 dia x 89 long to irss drg no- l/pn-613/<span class="text-red-selected">mspan>, alt no- 3 (three). [ warranty period: 30 <span class="text-red-selected">mspan>onths after the date of delivery ] [quantity tolerance (+/-): 5 %age , ite<span class="text-red-selected">mspan> category : nor<span class="text-red-selected">mspan>al , total po value variation per<span class="text-red-selected">mspan>itt ed: <span class="text-red-selected">mspan>ax 8 lacs ] ]
Tender for advance collection of <span class="text-red-selected">mspan>aterial for provincial sub division, pwd bandr pataudi under provincial division, pwd bandr gurugra<span class="text-red-selected">mspan> for the year 2025-2026 in gurugra<span class="text-red-selected">mspan> distt. (du<span class="text-red-selected">mspan>ped at pataudi store)-- 1 collection of coarse aggregate 53<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 2.8<span class="text-red-selected">mspan><span class="text-red-selected">mspan> gauge (vapsi) fro<span class="text-red-selected">mspan> any nearest approved crusher. the aggregate shall consist of crusher stone, crushed gravel / single or other stones. they shall be clean, strong, and durable or farley cubical shape and free fro<span class="text-red-selected">mspan> disintegrated pieces organic or other deleterious <span class="text-red-selected">mspan>atters and adherent coating. the aggregate shall preferably by hydrophobic and low porosity. if hydrophobic aggregates are to be used the bitu<span class="text-red-selected">mspan>en shall preferable be treated with anti stripping agents of approved quality in suitable doses. the aggregate shall satisfy the physical require<span class="text-red-selected">mspan>ent. set forth in table 500-7. for purpose of pay<span class="text-red-selected">mspan>ent the colu<span class="text-red-selected">mspan>n a stack will be worked out as per actual <span class="text-red-selected">mspan>easure<span class="text-red-selected">mspan>ent and the quantity will be reduced by prescribed percentage and the reduced quantity will be considered as quantity supplied for purpose of pay<span class="text-red-selected">mspan>ent (<span class="text-red-selected">mspan>ortandh specification latest edition) the size of a stack will be 2 <span class="text-red-selected">mspan> x 1.5 <span class="text-red-selected">mspan> x 35 c<span class="text-red-selected">mspan>.. 2 collection of coarse aggregate fro<span class="text-red-selected">mspan> any nearest approved quarry shall be either crushed or broken stone. they shall be hard, durable and free fro<span class="text-red-selected">mspan> excess of flat elongated soft and disintegrated particles, dust and other objectionable <span class="text-red-selected">mspan>atter. they shall be stacked 2<span class="text-red-selected">mspan>x1.5<span class="text-red-selected">mspan>x0.35<span class="text-red-selected">mspan> in size. for purpose of pay<span class="text-red-selected">mspan>ent the volu<span class="text-red-selected">mspan>e of stacks will be worked out as per actual <span class="text-red-selected">mspan>easure<span class="text-red-selected">mspan>ent and quantity will be reduced by prescribed percentage and the reduced quantity will be considered as the quantity supplied for purpose of pay<span class="text-red-selected">mspan>ent (<span class="text-red-selected">mspan>orth specification section no.404.) coarse aggregate of 53<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 22.4 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> (g-ii) size for base course with the grading and physical require<span class="text-red-selected">mspan>ents as per table 400.9.. 3 collection of stone chipping 11.2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> gauge fro<span class="text-red-selected">mspan> any nearest approved crusher shall consist of fairly frag<span class="text-red-selected">mspan>ents of clean, hard, tough, and durable rock of unifor<span class="text-red-selected">mspan> quality throughout. they shall be obtained crushing rock and be free of elongated of flaky pieces, soft or disintegrated <span class="text-red-selected">mspan>aterial and vegetable or other deleterious <span class="text-red-selected">mspan>atter. they shall pre-ferably be hydrophobic type and stacked in the store in big size stack as desired by the engineer-in-charge of work for purpose of pay<span class="text-red-selected">mspan>ent, the volu<span class="text-red-selected">mspan>e of stacked will be worked out as per actual <span class="text-red-selected">mspan>easure<span class="text-red-selected">mspan>ent and quantity will be reduced by 5%(five percent) and the reduced quantity will be considered as the quantity for purpose of pay<span class="text-red-selected">mspan>ent (<span class="text-red-selected">mspan>ortandh specification latest edition) ..
