Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Building Construction
Eprocure
Opening Date18 Oct 2024
Closing Date8 Nov 2024
Tender Amount₹ 4,17,89,000
Costs
EMD
₹ 8,36,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Construction Of Academic Block And Girls Hostel In Kasturba Gandhi Girls School. (block-najibabad)
Description
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Contact
Tender Id
2024_REDUP_966561_1Bid Award Id
ViewTender No
343/RED/NIT/2024-25 Dated 18.07.2024Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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 as per SI.No. 2.35.3.1
1738.28
227
396136.63
Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a)
538.5
514
277257.5
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27
161.26
1560
251720.41
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8
229.3
5006
1148063.83
Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1
59.78
5417
323853.97
Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2
461.45
5242
2419013.19
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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2
79.11
6648
525973.12
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as SI No-5.2.2
16.44
7976
131140.56
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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 sizederived from natural sources). Above Plinth Lvl as SI No-5.3
402.38
8456
3402742.57
Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1
317.89
7324
2328315.37
Providing & 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. as per SI-4.13
152.15
107
16343.95
Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2
806.5
825
666160.94
Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2
563.81
6692
3773507.03
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, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1
5240.88
96
504801.56
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. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2
4367.4
126
554048.36
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. M.S. Angle 35x35x5 for door frames as per SI no. 10.31
2227.29
95
213641.66
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 1 st 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. Extra for cutting rebate in flush door shutters as per SI No- 9.21.2
237.53
1596
379214.27
Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in-Charge. With decorative veneering on one side and commercial veneering on other side. as per SI No- 9.130.1
258.52
1416
366247.87
Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Triple strip vertical type as per SI No- 9.114.1
304
38
11731.36
Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1
291.16
782
227838.52
15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS 13.5.2
4307.93
290
1251798.3
12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2
2984.62
252
753855.32
15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per IS 13.5.1
491.86
302
148856.51
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1
308.34
451
139197.01
Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 ( 1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigmrnts etc., complete as per SI no. 11.39
135.24
977
132203.86
Providing and fixing 1st quality ceramic glazed floor 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. as per SI no. 11.37 A
559.05
817
457207.86
Kota stone slab flooring 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) : (25 mm thick). As per SI No-11.26
231.54
1431
331556.02
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing omplete. As SI No-11.27
35.9
1730
62132.13
Providing and fixing 18 mm thick Granite (gang saw cut) mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) As per SI no- 8.2.2.2
22.67
3775
85583.33
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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm as per SI no 11.41.2
1623.27
1141
1853433.45
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc complete. Size of Tile 600x600 mm as per SI no 11.46.2
222.2
1192
265071.27
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement as per SI No-11.20.1
222.21
1030
228980.74
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 as per Sl no. -13.62.1
1147.28
166
190781.19
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 Two Coats
6534.58
136
891643.44
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats
3184.37
118
375883.03
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80
9718.95
114
1114763.57
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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 2.75 kg/ 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 cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm 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”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. as per SI no. -22.7.1
1519.1
1238
1880919.24
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) . (a) 250mm x 16mm. As SI. 9.62.1
111
159
17666.76
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 250mm x 10mm. As per 9.63.1
111
61
6845.37
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 200mm x 10mm. As per 9.63.2
111
51
5662.11
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 125 mm. 9.66.1
466
29
13681.76
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 100 mm. 9.66.2
60
23
1435.2
Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. As per SI No- 14.34
111
199
22146.72
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer in M.S. tube. as per SI no-10.26.1
488.64
144
70681.78
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.110 mm diameter. As per SI- 12.41.2
139
277
38557.21
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. As per SI-12.22
23
219
5041.83
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc.,by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.This layer will be allowed to air cure for 4 hours. (b) Second layer 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 with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonary with polymer mixed slurry as per SI no. -22.5
98.48
453
44663.63
Providing & laying of light cinder/coal filling under floor of toilets and other sunken roofs.as per DSR- 0370
168.04
500
84020
Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per SI- 5.9.5
1228.51
541
664931.04
Centering and shuttering including stutting, propping etc. and removal of form. Column as per SI- 5.9.6
288.14
706
203588.2
Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per SI- 5.9.1
46.24
288
13327.76
Centering and shuttering including stutting, propping etc. and removal of form. Slab as per SI- 5.9.3
2570.26
681
1751709.3
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. (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. As per DSR No. 17.1.1
13
4974
64662.52
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. As per DSR No. 17.2.1
11
4788
52678.23
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 . (a) White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap. As per DSR No. 17.7.4
32
1381
44198.72
Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm. As per DSR No. 17.10.1.1
2
5105
10210.04
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (a) 32mm dia. As per DSR No. 17.28.1.1
32
76
2443.84
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (b) 40mm dia. As per DSR No. 17.28.1.2
2
85
171.54
Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. As per DSR No. 18.65
32
81
2621.44
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. As per DSR No. 17.16a
11
256
2822.93
Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 100mm dia. As per UPPWD SOR S.I. No 730a
111
725
80475
Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia. As per UPPWD SOR S.I. No 730b
88
310
27280
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 25mm dia nominal dia pipes. As per DSR No 18.7.3
120
295
35416.8
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 32mm dia nominal dia pipes. As per DSR No 18.7.4
50
381
19064
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 40mm dia nominal dia pipes. As per DSR No 18.7.5
80
516
41333.6
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. :Concealed work, including cutting chases and making good the walls etc. 15mm dia nominal dia pipes.As per DSR No 18.8.1
166
365
60736.08
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. :Concealed work, including cutting chases and making good the walls etc. 20mm dia nominal dia pipes. As per DSR No 18.8.2
125
395
49392.5
Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore. As per DSR No 18.21.2.1
56
71
4023.6
Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 (a) 15mm nominal bore. As per DSR No 18.49.1
24
372
8940
Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore. As per DSR No 18.50.1
52
603
31366.92
Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore. As per DSR No 18.53.1
56
422
23638.16
Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore. As per DSR No 18.17.1
6
457
2744.76
Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore. As per DSR No 18.17.2
2
506
1013.72
Providing and fixing gun metal gate valve with wheel of approved quality. (e) 40mm dia nominal bore.As per DSR No 18.17.3
2
607
1214.36
Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore. As per DSR No 18.16.1
16
259
4154.24
Providing and fixing brass stop cock of approved quality. (b) 20 mm nominal bore. As per DSR No 18.16.2
13
278
3623.23
Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. As per DSR No 18.48
4000
8
32360
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (a) Pipes 80mm to 300mm diameter. As per DSR No 2.10.1.2
130
258
33647.9
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100mm diameter. As per DSR No 19.1.1
40
326
13042
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (b) 150mm diameter. As per DSR No 19.1.2
97
511
49606.77
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 100mm diameter S.W. Pipe. As per DSR No 19.2.1
40
709
28363.6
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (b) 150mm diameter S.W. Pipe. As per DSR No 19.2.2
115
867
99726.85
Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.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. 150 x 100 mm size P type. As per DSR No 19.4.2.1
8
2009
16077.12
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5 (i) For Sewer Line. As per DSR No 19.7.1.1
14
9386
131408.9
Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. As per DSR No 0287
2.9
700
2030
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) As per DSR No 19.15.1
34
400
13611.9
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries equired for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. As per DSR No 23.2.1.1
12
606
7282.68
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia. As per DSR No 23.4.2
12
593
7121.76
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. As per DSR No 23.8
0.64
1488
952.33
Providing and laying Non pressure NP2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc. complete. 150 mm. dia. RCC Pipes. As per DSR No 19.6.2
15
408
6134.85
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per stndard design. 150 mm. dia. As per DSR No 19.3.2
15
546
8192.7
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of .class designation 7.5. As per DSR No 18.33
4
7983
31935.44
Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors. As per DSR No 4.1.3
1.87
5790
10828.61
12 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sand. As per DSR No 13.9.1
71.64
330
23671.29
Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 3989, 75 mm diameter. As per DSR No 17.35.2.2
6
871
5230.26
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 450 mm internal diameter. 19.19.1.3
6
859
5158.14
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 500 mm internal diameter. As per DSR No 19.19.2.2
4
861
3447.44
(A) Boring 150 dia bore hole including labuar, T & P etc. required for proper compelete of the work. As per UPPWD Mainpuri SOR
120
250
30000
(B) Lowring 110 dia mm PVC pipe in bore hole including labuar, T & P etc. rquire for proper compelete ofthe work. As per UPPWD Mainpuri SOR
120
13
1560
(C) Providing and fixing 110 mm dia PVC pipe 6KG/cm2. As per UPPWD Mainpuri SOR
120
275
33000
(D) Shrounding and packing graded coarse sand in between bore wall & the Strainer including supply of coarse sand, labour, T&P ete required for proper compeletion of work. As per DSR No. 23.7
2
1130
2261.22
(E) Providing and fixing G.I. pipe 32mm dia Nominal bore compelete with GI Fitting. As per DSR No. 18.12.3
90
343
30942
(H) Submersible pump Kirlosker / Crompton or equivalent 2.0 HP I.S.I. marked. As per UPPWD Mainpuri SOR
2
14500
29000
(I) Single fase stater for submersible of I.S.I marked. As per UPPWD Mainpuri SOR
2
2200
4400
(J) 2.5 mm Sq cable for submersible moter pump. As per UPPWD Mainpuri SOR
180
100
18000
(K) 4 Inch dia MS clamp made with 32x5 mm flate iron with nut & bolt. As per DSR No. 23.14.1
2
1404
2809.76
(L) 100 mm dia & P.V.C endcap. As per UPPWD Mainpuri SOR
2
80
160
(M) Solution for jointing P.V.C pipe. 250 gram. As per UPPWD Mainpuri SOR
2
250
500
(N) 32 mm C.P.V.C pipe. As per UPPWD Mainpuri SOR
2
322
644.74
(O) Developing of bore well by over pumping and back washing till the discharge is free from turbidity not greater then 20 p.p.m. after 20 minutes of starting of pump including hiring charges of pump set, labours, T&P complete required of completion of work. As per DSR No. 23.12
24
797
19140.24
(P) Nylon cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete. As per UPPWD Mainpuri SOR
2
1000
2000
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. As per DSR No. 1.10.1
433
779
337307
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. As per DSR No. 1.11
5
1198
5994.05
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.As per DSR No. 1.14.2
1070
211
225834.2
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. As per DSR No. 1.14.3
880
256
225579.2
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire. As per DSR No. 1.14.10
320
771
246822.4
Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. As per UPPWD SOR S.I. No. 189 (a)
142
132
18744
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. As per DSR No. 1.31
127
366
46493.43
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. As per DSR No. 1.32
129
449
58016.46
Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA. As per UPPWD SOR S.I. No. 1413(a)
146
620
90520
Supply and fixing of recess/Surface/Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect CAT-AAA. As per UPPWD SOR S.I. No. 1401
13
770
10010
Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.. CAT-AA. As per UPPWD SOR S.I. No. 1402
37
1150
42550
Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA. As per UPPWD SOR S.I. No. 1421
26
2770
72020
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00,Air delivery
minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC
Supply, earthing etc. complete as required. As per DSR No. 19.1
100
2095
209523
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. As per DSR No. 1.25
100
283
28320
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep. As per DSR No. 1.50.1
19
345
6562.03
Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. As per DSR No. 1.51
19
158
3018.53
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 4 way (4 + 12), Double door. As per DSR No. 2.4.1
9
3139
28257.93
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 6 way (4 + 18), Double door. As per DSR No. 2.4.2
2
3817
7634.92
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole. As per DSR No. 2.10.1
156
196
30649.32
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole. As per DSR No. 2.10.3
4
503
2013.84
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. As per DSR No. 2.11
30
9
299.4
Supplying and fixing of 63 Amp. 4 Pole MCB (10KA) "C" curve, CAT-A. As per UPPWD SOR SI No. 1020 (a)
9
2290
20610
Supplying and fixing of 40 Amp. 4 Pole MCB (10KA) CAT-A. As per UPPWD SOR SI No. 1020
2
2275
4550
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sq. mm 3-1/2 core. As per UPPWD SOR SI No. 501 (L)
80
492
39360
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 70 sq. mm 3-1/2 core. As per UPPWD SOR SI No. 501 (M)
70
613
42910
Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. As per UPPWD SOR SI No. 725 (a)
3
6450
19350
Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. As per UPPWD SOR SI No. 716
40
90
3600
Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. As per UPPWD SOR SI No. 812 b(ii)
2
125700
251400
S&F of 200 AMP four pole Mouled case type on load change over switch with enclosure including the cost of labour, T & P and material reuired for proper completion of the work as per direction and satisfaction of Engineer an charge. As per UPPWD SOR SI No. 379(a)
2
10440
20880
Supply and Fixing of Fire Extinguisher ABC Type 6.0 kg. Capacity ( ISI Market IS : 15683 & TAC approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for propercompletion(Firiecon/LifeGurd/Firefit/Excell). As per UPPWD SOR SI No. 1131
8
7860
62880
Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. As per UPPWD SOR SI No. 1132
8
11980
95840
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