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Government Departments

TRN :49028128 | 21 May, 2025

Tender Value : 4.06 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1 ward no.-78 motiganj galla mandi main culvert construction along with floor repair work. - excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30m form the foundation trenches. (rate including royalty of earth also) (4-chapter s.i.no.- 251) 2 providing and laying cement concrete in 1:5:10 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-chapter s.i. no. 01) 3 class-150 (non modulao brick work in 1 :4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work (cp-6 s.i. no. 02) 4 rcc work providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - all work up to plinth leuel:1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)(5-chapter s.i. no.-8) 5 mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level.(b) 10mm to 12mm tor. (chapter no. 10 s.i. no. 504(b)) 6 12mmcement plaster in single coat on rough site of single of half brick wall for interior plastering up to floor to levelincluding internal rounded angles not excluding 80mm in girth and finished even and smooth.(b) 1cement : 6 coarse sand.(chapter no.13 si.no. 1) 7 mild steel of iron in heavy size such as trusses built up gates record reck, roof work gates etc. brought to required form including drilling holes revitting are welding where neccesary, and also including supply of steel bolts , nuts wastage etc. and there fixing required for completion of the work. 8 cartage of ballast, kankar, coal, grit or sand etc, including loading and unloading but excluding stackings on pucca roads.(chapter no.3si.no.8)8km. 9 providing and laying cement concrete in 4:2:1 of not less than strength of m-150 stone ballast (2 cm. nominal size) approved coarse sand and cement. curing complete including of cost of form work in foundation and floors. (5-chapter s.i.no6) 10 sub total 11 add/deduction rs. for estimate figure amount match 12 grand total

Government Departments

TRN :49028142 | 21 May, 2025

Tender Value : 8.37 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3 tajganj ward no.-77 shaheed nagar krishnapuri colony, laying of cc flooring in the street from ram pratap sharma to yuvraj sharma. - excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 2 removal of sludge, kankar, brick bats, organic or inorganic material in faul position or in liquid mud including lead 30m and 3.00 meter lift with specials t&p labour etc. all complete 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand) (dsr 2023 sh-6.1.2 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,taircases and spiral stair cases above plinth level up to floor fiveevel, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(dsr 2023 sh-5.3 ) 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more(dsr 2023 sh-5.22.6) 9 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). (dsr 2023 s h 4.1.3 ) 10 supply & fixing r.c.c menhole cover heavy duty size etc. all complete. (non scheduled) 11 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 12 sub total (a) 13 add/deduction rs. for estimate figure amount match 14 grand total

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, 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 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, 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. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, 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. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

State Government

TRN :49029514 | 16 May, 2025

Tender Value : 54.50 Lacs

Jhansi - Uttar Pradesh

Tender for tender for work of installing tin shed in narsingh bhagwan temple premises in nagar panchayat katera - excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special t&p such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. s.i no - 252.ch.4 2 cement concrete with 4cmgauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.pcc si no.281.ch-5. 3 r.c.c work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in footing excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 b w.g.g.i. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & t&p etc required for proper completion of the work. binding wire cost being included in the item 287 -1st.ch-5. 4 rcc work with cement approved coarse sand, and 2cm (3/4) gauge, approved stone ballast in the proportion 1:1.5:3 in column, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.i. binding wire, an including necessary cantering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost.si no.288-1st.ch-5. 5 brick work with non modular fly ash lime bricks (falg bricks) conforming to is:12894, class designation 10 average compressive strength in foundation cement mortar 1:6 (1 cement : 6 coarse sand) as per sor s.i. no. dsr 6.34.ch-6. 6 r.c.c work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in plinth beam/lighter beam excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 b w.g.g.i. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & t&p etc required for proper completion of the work. binding wire cost being included in the item no-285 1st.ch-5. 7 brick work with non modular fly ash lime bricks (falg bricks) conforming to is:12894, class designation 10 average compressive strength in super structure cement mortar 1:4 (1 cement : 4 coarse sand) as per sor s.i. no. dsr 6.34.ch-6. 8 earth work in cutting or in filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm(8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by engineer-in-charge. s.i. no.253.ch-4. 9 mild steel or iron work in plain work such as reinforced concrete/brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured.si. no. 504 10 15 mm thick plaster on rough side brick work minimum thickness not less than 10 mm with cement mortar in proportion of 1:6 cement and fine sand of 1.25 fineness modulus including supply of all materials, labour and tools and plants etc required for proper completion of the work.si no.17.59(3) 11 providing and applying plaster of paris putty of 2 mm thickness over plasterod surfaco to prepare the surface even and smooth complete. s.i. no. new item ref. dar-13.26. ch.-15. 12 finishing walls with water proof cement paint of approved makeand quality on new work with three coats to give an even shade including supply of all materials labour, tools and plants etc. required for proper completion of work.si no.660+661 13 kota stone slab 20 mm thick in kitchen slab over 20 mm thick base of 1:4 cement morter laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab s.i no 14.43 (a), ch-14. 14 for teen shed and godown-

Government Departments

TRN :49029530 | 21 May, 2025

Tender Value : 8.34 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone room no. 79 khatik basti dr. a.k. road construction work by c.c. from singh residence to mukeem residence. - demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 2 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 3 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 4 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 6 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) 7 1:2:4 (1 cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) 8 carriage of ballast, kankar, coal, grit or sand etc. by head load up to 90 meters (3 chain only) including loading & unloading but excluding stacking. 9 supply and mixing 3.5 kg and or as specified by the manufacturer hardener in tremix concrete per sqm. 10 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 11 sub total (a) 12 add / deduction for estimate figure amount match 13 grand total

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

Government Departments

TRN :49005804 | 15 May, 2025

Tender Value : 39.99 Lacs

Vadodara - Gujarat

Tender for for carrying out miscellaneous civil works required for doing the erection works in connection with “civil, structural and underground piping works for interconnecting pipe rack for petrochemical and lube integration project “lupech” (j-18) under wp-4 at iocl gujarat refin ery, vadodara, gujarat”. ; 1.0 earth work in excavation by manual means for all kind of soil including all labour, materials, dressing of sides including disposal or stacking, leveling and neatly dressing as directed by engineer-in-charge of surplus excavated material within a lead of 200 m etc. including shoring/ strutting if required, all materials tools, tackles and labour all complete and as directed by owner/engineer-in-charge for following depth. 300 cum 503.67 151101.00 2.0 supply and laying of approved quality gsb-i grade material including transportation, loading, unloading and spreading in layer of 150mm thickness including watering, ramming and compacting with use of graderand vibro roller with proper grading and levelling in all complete as directed by engneer-incharge. no extra cost shall be payable by b and r on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises. 600 cum 1360.54 816324.00 3.0 providing and making of temporary barricading upto height of 10 ft) along with ipr-6 & ipr-7 to protect the lgp area & road no.35 existing pipe rack with necessary temporary supporting structures as per the directed by engineer in charge. all material supply are in contractors scope. 400 sqm 3161.00 1264400.00 4.0 making of approach road from refinery service road for hydra / crane / jlg movement by scarifing the slushy top layer of soil to a certain depth with require backfilling with good soil including proper grading and rolling with all material, labours, equipments etc. 1200 cum 297.08 356496.00 5.0 supply and laying of wet mix macadam (wmm) including transportation from source to site, spreading in layer of 150mm thickness including watering, ramming and compacting with use of graderand vibro roller of 10mt capacity with proper grading and levelling in all complete as directed by engneer-in-charge. 300 cum 1694.24 508272.00 6.0 carriage & disposal of scarped top layer of slushy soil from site location to anywhere outside refinery premises and obtaining the noc from local authority for disposing the same. 300 cum 304.03 91209.00 7.0 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with tradional bricks at ipr erection site. (all material shall be supplied by the contractor at their cost). 1 nos. 19180.86 19180.86 8.0 making of temporary shed using gci sheet, pipe & clamps for ht bolt storage at ipr erection site. all material supply are in contractors scope. 200 sqm 2212.70 442540.00 9.0 making of hard stand using pcc concrete for crane support for structure erection work at various ipr location inside refinery premises. 92 cum 3809.52 350475.84

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

Government Departments

TRN :48857317 | 12 May, 2025

Tender Value : 44.00 Lacs

Jaipur - Rajasthan

Tender for repair work of 24 usq and 36 lsq quarters at pts kherwara district udaipur-- 1 part-a civil,sanitary & electrical 2 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 3 grading roof for water proofing treatment with water proffing compoundcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) 4 providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 kg/sqm) on top of hot bitumen @1.7 kg/sqm. (1.40 kg of vg-40 (30/40 )grade and 0.30 kg/sqm. of vg-10 (80/100) grade) and joints filled withcement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineerin-charge. 5 making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges andmaking and finishing the out let complete 6 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 7 providing and fixing to existing door frames.30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc „c channel of size30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel.10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mmthick pvc strip of 20mm width is to be stuck on the interior side of the „c channel using pvc solvent adhesive etc.complete as per direction of engineer-in-charge, manufacture?s specification & drawing.(for w.c.and bathroom door shutter). 8 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a :25 mm thick .decorative teak veneer both side 9 extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 10 repair of existing steel glazed doors, windows and ventilator, mssheet door, garage doors, compound wall gates etc. by weldingdrilling complete include. cost of welding rods and hire charge ofwelding meachine and tp etc complete 11 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts& screw etc. 12 renewing glass panes, with putty and nails wherever necessary 13 4 mm thick plain glass panes 14 repair of door, window shutters including cost ofmaterial and labour for change of damaged : 15 (c) aldrop of mild steel 16 (i) 12 long x12mm dia 17 (ii) 8 long x 10mm dia 18 (d) stopper of aluminium with 19 (ii) double rubber gutka 20 (g) mild steel tower bolt 6 long 21 (h) steel locking bolt 22 (i) steel handle 6 size 23 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawlplugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer,excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 24 partly fixed and partly openable [ fixed area not to exceed 33%] 25 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mmwith suitable screw at not exceeding 150mm distance. 26 providing and fixing square bars or other flat welded to window ventilatiors etc. 27 taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: 28 of area 3 square meter and below 29 dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal ofunserviceable material within 50 mtr lead 30 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal ofunserviceable material within 50 meter lead: 31 for thickness of tiles 10mm to 25 mm 32 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 33 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead. 34 dismantling gi pipes (external work) including excavation and refilling trenches after taking out the pipes and includingstacking of pipes within 50 meter lead: 15mm to 40mm nominal bore. 35 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : 36 kota stone minimum 30mm thick. 37 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 901 to 2000 sq.cm : 38 rajasthan black 39 (4) above 3601 cm 2 slabs 40 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shadesglazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of thetile complete (excluding the cost of cement plaster on walls and pillar). 41 add extra over item for marble printed, granite shade tiles 42 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc.laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 43 plaster on new surface on wall in cement sand mortar 1:6including raking of joints etc. complete fine finish: 44 25mm thick 45 20mm thick 46 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 47 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 48 providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 49 m15 grade nominal mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 50 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting of applying :sqm. 275.00(i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layerwill be allowed to air cure for 4 hours.(ii) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry. 51 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, usingbrick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 52 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and includingscrapping and priming coat with cement primer. 54 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an evenshade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respectincluding scaffolding and safety provision 55 new work 56 painting with synthetic enamel paint of approved brand and manufacture to give an even shade 57 two or more coats on new work 58 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 59 add extra of square rectangular hollow tubular section areused. 60 repair to damaged rcc slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-sqm 1568.00 (i) choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii) applying epoxy primer on the exposed steel bars.(iii) applying epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel bars with brush.(iv) speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v) plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) cure the plastered surface for 15 days, all work including scaffolding etc. complete in all respect. 61 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2 .) approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant. 62 110mm dia 63 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cementrubber ring and lubricant: 64 coupler (socket) 65 110 mm dia 66 bend 87.5 67 110 mm dia 68 pipe clip 69 110 mm dia 70 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: 71 size 580 x 440 mm 72 labour charges for removing w.c. pan (any type) of all sizes with care including all necessary fittings p or s trap. 73 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mmc.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut32 mm complete including cutting & making good the wall : 74 size 550x400mm 75 p & f stop cock (is :8931 mark), superior quality & ofb approved make: 76 (-do-) concealed stop cock 15mm. 77 p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc.,complete of approved design: 78 750 litres capacity. 79 add extra for hoisting charges for each floor and tripple layered water tanks 80 for items 2.26.1 to 2.26.4 81 p & f flush cock / flush valve (is : 9758mark) for wc of approved quality make : 82 brass / gun metal half-turn wt. 1 kg. of approved quality / make, 25mm nominal bore. 83 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 84 15mm dia nominal bore 85 25mm dia nominal bore 86 p & f full-way valve (is:778 mark) or wheel valve ofapproved make : 87 gun-metal 15mm nominal bore. 88 (-do-) 25mm nominal bore 89 p & f gi pipes ( internal works ) with gi fittings excluding union (is:1239 mark) and ms clamps, including cuttingand making good the wall and floors. 90 (a) exposed on wall 91 15mm dia nominal bore 92 b class 93 25mm dia nominal bore 94 b class 95 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 96 20 mm 97 25 mm 98 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make 99 75mm dia 100 110mm dia 101 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make. 102 coupler 103 75mm dia 104 110mm dia 105 bend 87.5 dg. 106 75mm dia 107 110mm dia 108 single tee with door 109 75mm dia 110 110mm dia 111 nahni trap with jali 4” 112 100mm dia 113 pipe clip 114 75mm dia 115 110mm dia 116 p & f bib cock (is : 8931 mark), superior quality ofapproved make: 117 c.p. brass bib cock,15mm nominal bore. 118 p & f sink cocks of superior quality & approved made : 119 c.p. sink cock swinging spout 15mm. 120 p & f square-mouth gully trap `a` grade (is :marked) of approved make complete with c.i. grating, frame & cover masonary chamber in c.m. 1:6, 100mm thick c.c. 1:5:10 base concrete, 40mm thick c.c.m-15 grade coping, 12mm thick cement plaster in cm 1:3 complete as per approved design & type. 121 trap size 150 x 100mm, 7.2 kg. c.i. cover with frame, internal chamber size 300 x 300mm. 122 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation,20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring ,earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 123 inside size 300 x 300 mm depth upto 0.5 m cement cover with frame. 124 construction of manhole in all type of soil inner size 90 x 60 cm. 450 mm thick masonry in cm 1:6, 10 cm. thick cementconcrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr.lead. 125 depth upto 0.50m

Central Government/Public Sector

TRN :34404893 | 12 May, 2025

Tender Value : 0

Jamshedpur - Jharkhand

Tender for gem bids for clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. "supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos or lindane emulsifiable concentrate of 20 percent" "diluting and injecting chemical emulsion for post constructional anti termite treatment excluding the cost of chemical emulsion along external wall where the apron is not provided using chemical emulsion at the rate 7.5 litres or sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete isto with chlorpyriphos or lindane e.c. 20 percent with 1 percent concentration" "earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil." filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. "providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size " "providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level isto 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " "reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth roof and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 isto 6 1 cement 6 coarse sand brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 isto 6 1 cement 6 coarse sand "half brick masonry with common burnt clay f .p .s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1 isto 4 1 cement 4 coarse sand " "centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete" "centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings lintals beams balconies and access platform" "steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500d or more make sail or tata or jindal " "15 mm cement plaster on the rough side of single or half brick wall of mix isto 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "12 mm cement plaster of mix 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "6 mm cement plaster of mix 1 isto 3 1 cement 3 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " neat cement punning. "finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr or 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg or 10 sqm make dulux or burger or asian paints or as per direction of eic" white washing with lime to give an even shade new work three or more coats mix with fevicol ddl and robin blue or as per direction of eic "painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. preferable make dulux or burger or asian paints or as per direction of eic make dulux or burger or asian paints or as per direction of eic" making plinth protection 50mm thick of cement concrete 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size over 75mm thick bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling and dressing and finishing the top smooth "providing and fixing angle iron frames for doors windows and ventilators of mild steel angle sections of size 35x35x5 mm joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t iron frame or to the wall with dash fastener including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer all complete as per the direction of engineer in charge. make sail or tata or jindal " "providing and fixing isi marked flush door shutters conforming to is isto 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including isi marked stainless steel butt hinges with necessary screws" "structural steel work in single section fixed with or without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete. make sail or tata or jindal " 25 mm thick pvc flush door shutters made out of a one piece multi chamber extruded pvc section of the size of 762 mm into 25 mm or less as per requirement with an average wall thickness of 1 mm plus or minus 0.3 mm . pvc foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. m.s. tube having dimensions 19 mm into 19 mm and 1.0 mm plus or minus 0.1 mm is inserted along the hinge side of the door. core of the door shutter should be filled with high density polyurethane foam. the top and bottom edges of the shutter are covered with an end cap of the size 25 mm into 11 mm. door shutter shall be reinforced with special polymeric reinforcements as per manufacturer specification and direction of engineer in charge to take up necessary hardware and fixtures. stickers indicating the locations of hardware will be pasted at appropriate places "providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and scrows etc. complete .as per the direction of directions of engineer in charge.300x16 mm " "providing and fixing ist quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make somany or kajaria or nitco 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 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry at the rate 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. make isto somany or kajaria or nitco or asian or as per direction of eic" "providing and laying vitrified floor tiles in different sizes thickness to be specified by the manufacturer with water absorption less than 0.08percent and conforming to is 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry at the rate 3.3 kg or sqm including grouting the joints with white cement and matching pigments etc. complete. size of tile 600x600 mm make somany or kajaria or nitco or asian or as per direction of eic" "providing and fixing water closet squatting pan indian type w.c.pan with 100 mm sand cast iron p or s trap 10 litre low level white p.v.c. flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete including painting of fittings and brackets cutting and making good the walls and floors wherever required one urinal basin with 5 litre white p.v.c. automatic flushing cistern preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing wash basin with c.i. brackets 15 mm c.p. brass pillar taps 32 mm c.p. brass waste of standard pattern including painting of fittings and brackets cutting and making good the walls wherever require isto white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap" "providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. semi rigid pipe 32 mm dia" providing and fixing 600x450 mm beveled edge mirror of superior glass of approved quality complete with 6 mm thick hard board ground fixed to wooden cleats with c.p . brass screws and washers complete. "providing and fixing brass bib cock of approved quality 15 mm nominal bore" "providing and fixing brass stop cock of approved quality 15 mm nominal bore" providing and fixing circular or hexagonal cast iron or m.s. sheet box for ceiling fan clamp of internal dia 140 mm 73 mm height top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron or m.s. sheet box by means of 3.3 mm dia round headed screws one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. providing and fixing isi marked oxidised m. s handles conforming to is 4992 with necessary screws etc. complete 125 mm providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc. complete. providing and fixing is 12817 marked stainless steel butt hinges heavy weight with stainless steel screws etc. complete 100x60x2.50 mm "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work a. 15 mm dia nominal bore preferable make tata or jindal or as per direction of eic" "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work b. 20 mm dia nominal bore preferable make tata or jindal or as per direction of eic" providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work d. 50 mm dia nominal bore preferable make tata or jindal or as per direction of eic "providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion single socketed pipes. 110 mm diameter" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 20 mm nominal bore" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 50 mm nominal bore" providing and placing on terrace at all floor levels polyethylene water storage tank is isto 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet outlet and overflow pipes but without fittings and the base support for tank. providing and fixing 100 mm sand cast iron grating for gully trap constructing brick masonry chamber for underground c.i. inspection chamber and bends with bricks in cement mortar 1 isto 4 1 cement 4 coarse sand c.i. cover with frame light duty 455x610 mm internal dimensions total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg r.c.c. top slab with 1 isto 1.5 isto 3 mix 1 cement 1.5 fine sand isto 3 graded stone aggregate 20 mm nominal size foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size inside plastering 12 mm thick with cement mortar 1 isto 3 1 cement isto 3 coarse sand finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets isto with common burnt clay f.p.s. non modular bricks of class designation 7.5 "constructing masonry chamber 30x30x50 cm inside in brick work in cement mortar 1 isto 4 1 cement isto 4 coarse sand for stop cock with c. i. surface box 100x100 x75 mm inside with hinged cover fixed in cement concrete slab 1 isto 2 isto 4 mix 1 cement isto 2 coarse sand isto 4 graded stone aggregate 20 mm nominal size i or c necessary excavation foundation concrete 1 isto 5 isto 10 1 cement isto 5 fine sand isto 10 graded stone aggregate 40mm nominal size and inside plastering with cement mortar 1 isto 3 1 cement isto 3 coarse sand 12mm thick finished with a floating coat of neat cement complete as per standard design isto with common burnt clay f.p.s. non modular bricks of class designation 7.5" providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level isto 1 isto 1.5 isto 3 1 cement isto 1 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter 1.8 m long complete as per standard design. with common burnt clay f.p.s. non modular bricks of class designation 7.5 "cement concrete flooring 1 isto 2 isto 4 1 cement isto 2 coarse sand isto 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate" "providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus 0.05 percent total coated thickness zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns using self drilling or self tapping screws complete ridges plain 500 to 600mm " "providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by engineer in charge 0.50 mm plus 0.05 percent total coated thickness with zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge. the sheet shall be fixed using self drilling or self tapping screws of size 5.5 x 55 mm with epdm seal complete upto any pitch in horizontal or vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required." providing and fixing of glass panes with putty and glazing clips in steel doors and windows all complete with 4mm thick glass panes etc. complete. supply of led tube light fittings .make c.g. or philips fixing of led tube light fittings including supply of all hardwares as required. led fitting will be supplied by contractor. make c.g. or philips supply of 48 sweep ceiling fan complete with down rod.clamp canopy etc. fixing of 48 sweep ceiling fan complete with down rod.clamp canopy etc.fan hardwares required for fixing for i.e. nut bolts clamp screws etc wiil be supplied by contractor. supply and fixing of stepped type electronic fan regulator on existing switch board. wiring for light point fan point exhaust fan point with 1.5 sqmm frls pvc insulated copper conductor single core cable in consield with modular switch modular plate suitable gi box and earthing the point with 1.5 sqmm frls pvc insulated copper conductor cable as required. supply of frls pvc insulated copper conducter single core cable of size 6 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in consield or recessed medium class pvc conduit in concield as required 2 x 6 sqmm plus 1 x 6 sqmm earth wire. all the three colours should be red blue and green supply and fixing of utility db p or s 20a dp metal plug and socket distribution board grey make anchor or havells supply and installation of three phase industrial box with 32 amp 4 pole mcb and 5 pin top plug. make neptune or reputed make supply of frls pvc insulated copper conducter single core cable of size 10 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in surface or recessed medium class pvc conduit in concield as required 4 x 10 sqmm + 1 x 10 sqmm earth wire.all the five colours should be red blue yellow black and green preparation of earth pit with supply of all materials including 3m long 3.64mm thick perforted gi tube with salt and charcol in alternate layer and brick chamber at the top with chequered plate 6mm thick as per is 3043 with latest. supply and laying 25mm x 5 mm gi strip at 0.5 meter below ground or wall including connection with electrode with db. supply of all hardware are in scope of contractor supply ans fixing of surface mounting vertical type 415 volts tpn mcb distribution board of sheet steel dust proctected duly power coated painted inclusive 200 amp tinned copper bus bar common neutral link earth bar din bar for mounting mcb with provision of 100 amp tpn mccb as incomer interconnection between incomer mccb and busbar. supply and fixing of 5 to 32 amp rating 240 or 415 volt mcb suitable as per load. supply and fixing of four pole 100 amp rating 415 volt 16 ka mccb . laying of 1.1kv grade pvc al.cable of size 2 or 3 or 3.5 or 4c 2.5 or 6 or 10 or 16 or 25 or 35 sq.mm in underground trench of 760mm deepx760mm wide in single tier formation including trench excavation and back filling with bricks 15brick or m and sand protection route marker. road or concreete or bolder cutting and finishing the road to its original shape are in the scope of the contractor. supply and fixing of street light on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply and fixing of bulk head fitting on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply installation and commissioning of exhaust fan of size 300 mm dia. this includes cutting of wall and finishing and supply of hardware like nut bolts etc. make crompton

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