Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Eprocure
Opening Date30 Jan 2021
Closing Date25 Feb 2021
Tender Amount₹ 7,16,42,966
Costs
EMD
₹ 40,20,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RKUMP_550156_1Bid Award Id
ViewTender No
48/2020-21Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Supply of Brick bat filling in Soak Pit including Supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work. SI Material 1-(C)
36.92
-
850
Sand filling in plinth including Supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work. SI Material 1-(C)+255
307.73
-
935
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. SI 259
458.71
-
5
Supplying, stacking and Filling of good earth at site including royalty and carriage up to 3 km (earth measured in stacks will be reduced by 20% for payment). As per Anylisis
1569.59
-
191
P/L of cement concerete 1:4:8 with cement, F. Sand & 40 mm guage brick ballast curing complete I/C supply of all materials labour & T&P etc. required for proper completion of work SI No 275
41.69
-
3350
P/L of cement concerete 1:6:12 with cement, F. Sand & 40 mm guage brick ballast curing complete I/C supply of all materials labour & T&P etc. required for proper completion of work SI No 273
61.44
-
3050
P/L of cement concerete 1:4:8 with cement C. Sand & stone aggregate 40 mm size curing complete I/C supply of all materials labour & T&P etc. required for proper completion of work SI No 281
417.27
-
5650
P/L of cement concerete 1:2:4 with cement C. Sand & stone aggregate 20 mm size curing complete I/C supply of all materials labour & T&P etc. required for proper completion of work SI No 279a
14.71
-
6950
2.0 cm. Damp Proof Course with cement coarse sand & 2cm. gauge stone grit in 1:2:4 including supply of water proofing material and all other materials & labour for proper completion of the work. S.I. No.-360
146.55
-
185
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification DSR 2018 (4.12)
2.76
-
85
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth (Refer DSR18)(4.17)
318.03
-
509.66
Centering and shuttering including strutting, propping etc. and removal of form for :For Foundations, footings, bases of columns, etc. for mass concrete.(Refer DSR18)(5.9.1)
72.11
-
236.43
Suspended floors, roofs, landings, balconies and access platform.(Refer DSR18)(5.9.3)
15.32
-
575.23
Lintels, beams, plinth beams, girders, bressumers and cantilevers(Refer DSR18)(5.9.5)
139.02
-
458.2
Columns, Pillars, Piers, Abutments, Posts and Struts.(Refer DSR18)(5.9.6)
55.65
-
608.97
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. DSR 2018 (5.9.15)
13.08
-
236.42
Edges of slabs and breaks in floors and walls For Under 20 cm wide (Refer DSR18)(5.9.16.1)
369.61
-
143.8
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). For Suspended floors, roofs, landing, beams and balconies (Refer DSR18)(5.11.1)
608.28
-
238.62
Mild steel Iron Work in plain reinforcement work for R.C.C. including bending for proper shape and including of steel and its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Sl No. 504 (a+b+c)/3
1093.78
-
5900
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.(Refer DSR18)(5.33.1)
425.88
-
6637.76
All works above plinth level upto floor V level.(Refer DSR18)(5.33.2)
353.79
-
7802.7
Providing M-30 grade concrete instead of M-25 grade BMC /RMC. (Note : Cement content considered in M-30 is @ 340 kg/cum) DSR 2018 (5.29.2.2)
31.71
-
115.74
R.C.C. work with cement approved coarse sand & 4 cm guage approved stone grit in proportions of 1:2:4 and excluding supply of reinforcement and its bending. But including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. ( As in Footing and Raft Foundation SI 287
40.25
-
7700
R.C.C. work with cement approved coarse sand & 2 cm guage approved stone grit in proportions of 1:1.5:3 & i/c supply of all materials, labor and T&P etc. required for proper completion of the work As in foundation SI No (287+(279a-279))
121.05
-
8100
R.C.C work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. SI 283
0.33
-
7200
R.C.C. work with cement approved coarse sand & 2 cm guage approved stone grit in proportions of 1:2:4 and excluding supply of reinforcement and its bending. But including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. ( As in Beam SI 285
19.55
-
7900
R.C.C. work with cement approved coarse sand & 2 cm guage approved stone grit in proportions of 1:1.5:3 and excluding supply of reinforcement and its bending. But including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. (SI 284.1 As in Slab
180.72
-
7900
R.C.C. work with cement approved coarse sand & 2 cm guage approved stone grit in proportions of 1:2:4 and excluding supply of reinforcement and its bending. But including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. (SI 284 As in Slab
21.42
-
7850
R.C.C. work with cement approved coarse sand & 2 cm guage approved stone grit in proportions of 1:2:4 and excluding supply of reinforcement and its bending. But including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. (SI 288 As in T-Beam and roof Slab RCC Column
152.95
-
8000
R.C.C. work with cement approved coarse sand & 2 cm guage approved stone grit in proportions of 1:1.5:3 and excluding supply of reinforcement and its bending. But including its fixing and binding the same with 24 B.W. G.G.I. binding wire and including necessary and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. (SI 289 As in RCC Column
47.21
-
8800
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). DSR 2018 16.15.1
18.4
-
22206.11
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C Code Description Unit Rate No. SUB HEAD : 16.0 ROAD WORK 273 posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. DSR 2018 (16.17.1) With G.I. barbed wire
8710
-
9.96
Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide DSR 2018 (5.29.2.2)
156.21
-
543.61
M-150 class brick work in 1:6 cement & Fine sand in foundation and plinth including supply of all material labour, tools and plants required for proper completion of the work. S.I.No.- 303
73.93
-
4450
M-150 class brick work in 1:6 cement & Coarse sand in foundation and plinth including supply of all material labour, tools and plants required for proper completion of the work. S.I.No.- 304
59.53
-
4600
M-150 class brick work in 1:4 cement & coarse sand in foundation and plinth including supply of all material labour, tools and plants required for proper completion of the work. S.I.No.- 305a
545.56
-
4800
Class M–150 brick work in 1:6 cement and C. sand mortar in super structure wall of one brick thick including supply of all materials, labor and T&P etc. required for proper completion of the work (SI 304+ 309+310a )
14.08
-
5040
Class M–150 brick work in 1:4 cement and C. sand mortar in super structure wall of one brick thick including supply of all materials, labor and T&P etc. required for proper completion of the work (SI 305a+ 309+310a )
934.91
-
5240
Class M–150 brick work in 1:3 cement and C. sand mortar in Foundation and Plinth including supply of all materials, labor and T&P etc. required for proper completion of the work (SI 307
61.16
-
5100
Class M–150 brick work in 1:3 cement and C. sand mortar in super structure wall of half brick thick including supply of all materials, labor and T&P etc. required for proper completion of the work (SI 307+ 309+310a
53.15
-
5640
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite 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. Ch-14-DSR/8.2.2.2
33.9
-
4050
C.P. sal wood wrought and fixed including simple moulding straight Work as in chaukhat including supply of all material for proper comppletion of work Indian sal wood SI 403
0.46
-
60500
C.P. teak wood wrought in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class Teak Wood SI 401
3.3
-
100000
P/F 38 mm thick Sheasham wood fully glazed window shutter i/c wooden cleats. Stopper i/c fixing & adjustment of hinges bolts locks handle spring with necessary screws. (SI424
18.12
-
4100
Approximate Oxidized iron fitting with screw for door & windows----etc.(S.I473)
18.12
-
510
Providing and fixing ISI marked 32 mm gick flush door shutters conforming to IS : 2202 (Part I) commercial type including ISI marked Stainless Steel butt hinges with necessary screw SI 470 a
145.98
-
1550
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).(Refer DSR18)(9.23)
31.23
-
333.16
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x20 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Ch10-518
41.04
-
4000
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (Refer SCH DSR18)(9.53)
80
-
148.74
Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.(Refer DSR18)(9.83)
26
-
832.9
Providing and fixing 300x10 mm size 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 :(Refer DSR18)(9.97.1)
188
-
96.94
Providing and fixing 100x10 mm size 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 :(Refer DSR18)(9.97.5)
30
-
48.26
Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed of required colour and shade, with necessary screws bolts, nut and washers etc. complete. DSR 2018 (9.98)
90
-
71.34
Providing and fixing aluminium handles 125 mm size of approved make anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessry screws etc. complete. (Refer DSR18)(9.100.1)
188
-
49.51
Providing and fixing aluminium handles 100 mm size of approved make anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessry screws etc. complete. (Refer DSR18)(9.100.2)
30
-
43.86
Providing and fixing aluminium hanging floor door single rubber 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. (Refer SCH DSR18)(9.101)
94
-
28.18
Providing & Fixing 1.5 MM THICK decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. DSR 2018 (9.127.1)
229.5
-
699.48
Providing & fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS :1868) aluminium lever handles with necessary screws etc. complete.(Refer DSR18)(9.103)
12
-
621.38
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mm x 15mm to receive shutter of 30mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. DSR 2018(9.122)
29.7
-
564.28
30mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. DSR 2018 (9.122.2)
9.45
-
3263.52
M.S. or iron work in small size in grill and stair case railling including supply of all labour & material for proper completion of the work. S.I.No.-502(A)
1.76
-
6200
Mild steel or iron work in Steel Z-Section window etc. wrought to required form including drilling holes,rivetting or welding where necessary and also including supply of steel, bolts, nuts etc. & their fixing required for proper completion of the work. (Excluding cost of glass panes) SI 502b
8.61
-
6000
Mild steel or iron work of small sizes and section such as holding down bolts, hold fasts. tie. rods, grating etc. (when not including in an over all rates) wrought to required form including supply of steel, bolts, nuts and wastage etc. and their fixing required for proper completion of the work. SI 502
2.28
-
6100
Mild Steel & Iron Work in heavy sizes such as trusses, builts up gates, door frames, record racks, roof work,gates etc, wrought to required form including drilling holes, rivetting or welding where necessary and also including supply of steel, bolts, nuts etc. & their fixing required for proper comletion of the work. SI 503
61.39
-
6150
Supply & fixing of rolling shutters of approved make made of 80x125 mm cold rolled M.S. lath inter locked through out their entire length and joined together at the end by and locks and mounted on specially designed pipe shaft with brackets side guides and arrangements of inside and outside locking with push and pull operation complete but excluding the cost of top cover and spring. S.I.No.-520
233.7
-
4100
P/F 27cm long wire spring Grade-II for rolling shutter. SI 521
46
-
2200
P/F top cover for rolling shutter. As SI 522
76.2
-
1400
Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in- charge.(area of grill to be measured). DSR 2018(10.9)
44.01
-
555.23
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) DSR 2018 (10.28)
3429.51
-
477.62
Providing and fixing 10x60mm size carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. DSR 2018(10.27.1)
321
-
86.03
Alluminium Work For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) DSR 21.1.2.2
375.03
-
453.47
24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (±0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel SUB HEAD : 9.0 WOOD & P.V.C. WORK 162 Code Description Unit Rate No. screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter DSR 2018 (9.118.1)
23.31
-
1461.38
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members 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) (Refer DSR18)(10.11.1)
848.37
-
138.19
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb DSR 2018 (10.14.1.1)
414.78
-
346.61
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete. With 4.0 mm thick glass panes..(Refer DSR18)(10.30.1)
71.09
-
747.45
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge..(Refer DSR18)(16.71)
61.05
-
745.97
25 mm Thick .C.C. flooring cement concrete 1:2:4, cement, C.sand & stone grit of 12.5mm gauge laid base concrete & finished with floating coat of neat cement including supply of all materials, labor and T&P etc. required for proper completion of the work concrete 8.00 CM thick 1:6:12 Brick Ballast. SI 14/14.69
4.9
-
499
40 mm Thick .C.C. flooring cement concrete 1:2:4, cement, C.sand & stone grit of 12.5mm gauge laid base concrete & finished with floating coat of neat cement including supply of all materials, labor and T&P etc. required for proper completion of the work concrete 15.00 CM thick 1:4:8 Brick Ballast. SI 14/14.71
14.25
-
802.5
25 mm thick P.C.C. floor in 1:2:4 including supply of all material, labour, tools and plants required for proper completion of the work. SI 14/14.69
13.06
-
255
40 mm thick P.C.C. floor in 1:2:4 including supply of all material, labour, tools and plants required for proper completion of the work. SI 14/14.71
180.7
-
345
P/F glass strips in joints & floor & skirting or dado at the time of laying floor flush with floor level including supply of all materials, labour and T&P etc. required for proper completion of the work 3.7 CM DEEP mm wide 5 mm thick 631b
37.2
-
30
2 CM thick cement plaster in Dado of Skirting in 1:2 cement and coarse sand laid in pannel finished with 3mm floating coat of neat cement or cement cement mix with marble dust in ratio 5:1 including supply of all material labor and T&P etc. required for the proper completion of the work. (SI 597 )
138.99
-
220
P/L 20 mm thick kota stone flooring over 20 mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. Ch-14/new item-14.23
2854.02
-
1200
Kota stone slab 20 mm thick in risres of steps, skirting, dado and pillers laid on 10 mm thick cement mortar 1:3 (1 cement : 3 coarse sand),jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. Ch-14/new item-14.24
103.37
-
1250
Extra for pre finished nosing to treads of steps of marble/Granite stone. DSR 2018 (11.24)
94.5
-
440.11
Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. DSR 2018 (11.25)
58.05
-
516.88
Providing and laying of 8-10 mm thick ivory or light shade vitrified tile of 600x600 mm size in flooring and skirting laid with 1:3 Cement mortar (1 cement : 3 coarse sand ) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour T&P required for proper completion of work. Ch-14//15 NS
1013.33
-
1450
P/L of 6mm thick china white glazed tiles in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry jointing & polishing complete I/C rubbing, polishing supply of all materials, labour t& p etc all complete S.I. No 628
1054.77
-
1260
Providing gola 75x75 mm deep chase 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. (Refer DSR18)(12.21.1)
118.33
-
196.92
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 1mx1mx400micron, finished with 12mm 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.(Refer DSR18)(11.22)
29
-
202.56
6 mm thick Plaster with cement mortar and C.sand in 1:3 over brick work including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Agra SI
2908.26
-
130
12 mm thick Plaster with cement mortar and C. sand s in 1:3 over brick work including supply of all materials, labour, tools & plants etc. required for proper completion of the work. SI 583
56.22
-
165
12 mm thick Plaster with cement mortar and C. sand s in 1:4 over brick work including supply of all materials, labour, tools & plants etc. required for proper completion of the work. SI 584a
8511.53
-
145
Add for extra labour and materials for plater over rough face of one brick wall. SI 596
5986.13
-
15
Providing and mixing approved water proofing materials in cement mortar for plastering or in concrete work in the proportion recommended by the manufacturers. SI 599
1442.34
-
85
Finishing wall with waterproof cement Paint of apporved make and quality on new work with two coats to give an even shade, including supply of all materials,labour and T & P etc. required for proper completion of the work. ( S.I. No. 660)
546.3
-
55
Same as in item SI no. 660 but for each coat of water proof cement paint after the first two coats to give an even shade.SI 661
546.3
-
30
15 mm thick Plaster with cement mortar and F. sand s in 1:4 over brick work including supply of all materials, labour, tools & plants etc. required for proper completion of the work. SI 13.21-2/587
718.73
-
160
15 mm thick Plaster with cement mortar and F. sand s in 1:6 over brick work including supply of all materials, labour, tools & plants etc. required for proper completion of the work. SI 13.21-3/587
1964.84
-
145
Providing and applying White cement based putty of 1 mm thickness over plastered surface to prepare the surface even and smooth complete. Ch-16/DSR-13.8
12657.88
-
115
Finishing walls with 2 coat of Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (Refer ch-15 13.46.1
1684.93
-
112
Distempering (First Coat) with oil bound distemper of approved Brand and Manufacture and of required shade on undercoaed wall surfaces to give an even and shade over and including a priming coat with cement primmer of approved brand and manufacture such as Berger J and N Shalimar Asian Paints after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including preparing the surface even with plaster of parise of synthetic material and including cost of all materials, labor and T&P etc. for proper completion of the work. (S.I. No. 649 +650
10013.51
-
90
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. New work (two or more coats) over and including priming coat with cement primer (Refer DSR18 13.43.1)
9935.88
-
49.8
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. (Refer DSR18)(13.45.1)
1964.84
-
192.56
White washing 3 coat includinf Supply of all materials labours T&P Etc required for proper completion of the work SI No 673
68.91
-
10.5
Painting ov varnishing work in small areas or new wood work with one coat of ready mixed priming paint and two of approved superior quality ready mixed paint or varnish including supply of all matrials, labou, tools and plants etc. Required for proper completion of the work, paint to be used should confirm the Sl No. 641+642
1029.32
-
95
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (i) Ist course of applying cement slurry @ 4.4 Kg/Sqm. mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per Sqm. of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to Each other with bitumen @ 1.7 Kg/Sqm..) DSR 2018 (22.3)
76.79
-
585.73
Supplying and Stacking Filling sunken floor with over burnt jhama brick aggregate 120mm to 40mm including compacting of materials complete as specified and directed for all levels. DSR 2018(16.3.4)
21.47
-
680.47
Providing and laying integral cement based water proofing treatment (Brick Coba) 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 With average thickness of 120mm and minimum thickness at khurra as 65 mm. SI Agra
3190.75
-
1025
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density GSB grading 1 as per Technical Specification Clause 404.
1388.25
-
4142
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.
832.95
-
4186.9
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 404
637.2
-
4146.6
Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. as per Technical Specn. No. 502
8496
-
22.4
Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface treated with primer and cleaned with hydraulic broom as per Technical Specn. No. 503
8496
-
10.8
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration or Emulsion grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat as per T.S.C. 511
8496
-
140.1
Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per TSC 513
8496
-
42.55
Supply of 80 mm Thick I Shaped Mechanicaly compressed interlocking cement concrete pavers block manufactured by high presure and controlled vibration machine having minimum 5mm thick topping cp cement mixed 20% marble powder the compressive strength of concrete paver block shall not be less than 30Mpa & 4.5 kg/no and ISI marked and as per drawing and confirming IRC-SP-63-2004 including cost of material, labour, T&P etc. required for proper completion of work as directed by E/I As per Analysis
2610
-
900
P/F of 1.00 mm thick M.S. Sheet Garrage Door with Frame of 40x40x6 mm angle iron 3.15 mm thick M.S. Gusset plate at juntion and corners including supplying and fixing of necessary fittings lock rail of 15'' length of oxidised iron and incliding pintels locks at the top and applying primeing coat of red led paint on all sides complete. including 40x6 mm flat bracing 517b
13.65
-
3200
Construction of RCC OVER HEAD TANK 150 kl capacity over 15 M. staging based on contractor own drawing and design ( as per bearing capacity of soil) complete work with clear 0.90M wide RCC stair case from G.L. to the top of dome 1.00M high G.I. pipe railing over staircase and balcony made of three rows of 15mm dia GI medium class pipe support on 50x50x6mm. Angle post placed as 1.20M C/C as per direction of Engineer in charge. Supply and fixing of MS ladder from balcony from top dome to inside tank with railing .Supply and fixing 600x600mm. M.S. or .C.I. manhole cover with locking arrangement in top dome. Supply and fixing of alumunium lighting conductor as per I.S.S., water level indicator and as per M.S.I. jointing including embanked in R.C.C. and Providing G.I. medium pipe for inlet, outlet wash out and over flow to 1.50M. away from apron of the tank at G.l with necessary special fittings such as puddcollers all mouth duck foot Bent pipe placed and providing 03 No sluice valve for above for above pipe etc and including supply of all material constructing. of sluice valve chamber, 40mm thick floor and apron at G.L. with circular drain, painting the complete structure with three coat sand tax matt or weather coat of asian paint of approved shed and quality to give an even shed smooth finish and painting ladder ,main hole cover and pipes with three coat of approved quality enamel paint. The balcony will be constructed 0.90M wide at bottom ring beam.
1
-
2624400
Providing & fixing on Wall face unplasticiased 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 Socket Pipes. 110 mm diameter.
6.3
-
260
S/F of brass stop cock (Consealed) of approved Make Conforming to IS: 8931 ISI marked SI 18.52.1
6
-
480
S/F of brass bib cock of approved Make Conforming to IS: 8931 ISI marked SI 18.49.1
105
-
440
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore PWD SI 18.51.1
1
-
485
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. SI 18.53.1
92
-
505
Providing and fixing PTMT towel rail complete with brackets fixed 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 DSR 2018 (17.73.2)
2
-
494.27
Providing & fixing PTMT swivelling shower, 15mm nominal bore.weighing not less than 40 gms. DSR 2018 (18.64)
4
-
92.75
Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. iii) 510x1040 mm bowl Depth 200 mm SI 17.10.1.3
3
-
5715
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 SI 17.1.1
39
-
3160
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid SI 17.3.1
6
-
4550
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: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps SI 17.7.1
38
-
1935
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: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps SI 17.7.3
5
-
1785
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :SI17.5.1
11
-
5665
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm SI 17.32.2
38
-
610
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. SI 17.31
5
-
1135
S/F of PVC connection completed in all respect as per directed 15 mm nominal bore SI 18.21.1.1
7
-
65
Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms DSR 2018(17.70.2)
45
-
289.34
Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms DSR 2018 17.72
40
-
189.41
450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms DSR 2018 17.73.1
7
-
460.94
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. DSR 2018 17.71
47
-
131.6
Providing and fixing toilet paper holder : DSR 2018 17.34.1 C.P. brass
42
-
484.51
P/F of 110 mm dia PVC Pipe Conforming to IS make working pressure 4 Kg/SqCm Including testing labour T&P and all Complete Fittings SI Chapter-23 42 (iii)
70
-
360
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 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:19.4.1 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 SI 19.4.1.1
25
-
1350
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. DSR 2018 (18.48)
19000
-
7.3
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.With Granite Stone of approved shade DSR 2018 8.10.1
7.5
-
2670.03
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.Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia .Pipes. SI 18.8.1
343
-
230
20 mm nominal outer dia .Pipes. SI 18.8.2
183
-
260
25 mm nominal outer dia .Pipes. SI 18.8.3
108
-
315
32 mm nominal outer dia .Pipes. SI 18.8.4
102
-
380
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 the walls etc. 15 mm nominal outer dia .Pipes. SI 18.7.1
111
-
135
20 mm nominal outer dia .Pipes. SI 18.7.2
202
-
160
25 mm nominal outer dia .Pipes. SI 18.7.3
185
-
200
32 mm nominal outer dia .Pipes. SI 18.7.4
151
-
255
40 mm nominal outer dia .Pipes. SI 18.7.5
84
-
355
50 mm nominal outer dia .Pipes. SI 18.7.6
92
-
515
62.5 mm nominal inner dia Pipes SI (18.9.7)
20
-
1365
75 mm nominal inner dia Pipes DSR 2018 (18.9.8)
10
-
1631.66
Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. (internal work) exposed on wall. etc. 15 mm nominal outer dia .Pipes. SI 18.10.1
15
-
170
20 mm nominal outer dia .Pipes. SI 18.10.2
15
-
190
25 mm nominal outer dia .Pipes. SI 18.10.3
15
-
245
32 mm nominal outer dia .Pipes. SI 18.10.4
15
-
305
40 mm nominal outer dia .Pipes. SI 18.10.5
195
-
370
50 mm nominal outer dia .Pipes. SI 18.10.6
105
-
465
65 mm nominal inner dia Pipes DSR 2018 (18.12.7)
435
-
594.28
Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 15 mm nominal outer dia .Pipes. SI 18.40.1
15
-
7.72
20 mm nominal outer dia .Pipes. SI 18.40.2
15
-
9.21
25 mm nominal outer dia .Pipes. SI 18.40.3
15
-
11.74
32 mm nominal outer dia .Pipes. SI 18.40.4
15
-
14.15
40 mm nominal outer dia .Pipes. SI 18.40.5
195
-
16.1
50 mm nominal outer dia .Pipes. SI 18.40.6
105
-
19.38
65 mm nominal inner dia Pipes SI (18.40.7)
435
-
24.03
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15 mm nominal outer dia .Pipes. SI 18.46.1
32
-
130
20 mm nominal outer dia .Pipes. SI 18.46.2
32
-
160
25 mm nominal outer dia .Pipes. SI 18.46.3
32
-
170
32 mm nominal outer dia .Pipes. SI 18.46.4
32
-
205
40 mm nominal outer dia .Pipes. SI 18.46.5
32
-
240
50 mm nominal outer dia .Pipes. SI 18.46.6
32
-
325
Providing and fixing GI pipes medium class conferming to IS 1239 with GI fittings including cutting hole chase painted with primer, two coats of enamel paints etc 100 mm dia NB. MR
415
-
1488
Providing and fixing brass ball valve with SS 304 Stem and ball, teflon seat complete (PN-16). 15 mm dia nominal bore MR
7
-
384
20 mm dia nominal bore MR
34
-
528
25 mm dia nominal bore MR
34
-
864
Providing and fixing G.I. pipes complete with G.I. fittings including ,trenching and refilling etc. external works 15 mm nominal outer dia .Pipes. PWD SI 18.12.1
10
-
160
20 mm nominal outer dia .Pipes. SI 18.12.2
20
-
180
40 mm nominal outer dia .Pipes. SI 18.12.5
15
-
320
50 mm nominal outer dia .Pipes. SI 18.12.6
25
-
380
65 mm nominal outer dia .Pipes. SI 18.12.7
22
-
485
80 mm nominal outer dia .Pipes. SI 18.12.8
120
-
605
Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in external work. 15 mm nominal outer dia .Pipes. DSR 2018 18.41.1
10
-
118.36
20 mm nominal outer dia .Pipes. SI 18.41.2
20
-
119.98
40 mm nominal outer dia .Pipes. DSR 2018 18.41.5
15
-
127.94
50 mm nominal outer dia .Pipes. DSR 2018 18.41.6
25
-
132.76
65 mm nominal outer dia .Pipes. DSR 2018 18.41.7
22
-
209.53
80 mm nominal outer dia .Pipes. DSR 2018 18.41.8
120
-
215.92
100 mm nominal outer dia .Pipes. DSR 2018 18.41.9
125
-
228.75
150 mm nominal outer dia .Pipes. DSR 2018 18.41.10
25
-
340.71
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : external works 25mm nominal bore PWD SI 18.17.1
3
-
390
50mm nominal bore PWD SI 18.17.4
8
-
745
65mm nominal bore PWD SI 18.17.5
3
-
1115
80mm nominal bore PWD SI 18.17.6
3
-
1920
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm Dia DSR 2018 (18.59.1)
3
-
4280.31
80 mm Dia DSR 2018 (18.59.2)
2
-
5179.78
100 mm Dia DSR 2018 (18.59.3)
1
-
6800.27
Providing & Fixing C.I.sluice valve(with cap) complete with bolts,nuts,rubber insertions etc.(the tail pieces if required will be paid separately) 10 mm Dia DSR 2018 (18.31.1.1)
2
-
3180
150 mm Dia DSR 2018 (18.31.3.1
1
-
4300
Constructing masonry chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement:4 fine sand) for sluice valve, with C.I. surface box 100mm, to diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 corase sand: 4 graded stonr aggregate 20mm nominal size) necessary excavation foundation concret 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortor 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design. PWD SI 18.33.1
10
-
6300
Constructing masonry chamber 30x30x50 cm,inside with 150 class designation brick work in cement mortar 1:4 (1 cement:4 coarce sand) for stop cock complete with C.I. surface box 100x100x75mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 corase sand: 4 graded stonr aggregate 20mm nominal size) necessary excavation foundation concret 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortor 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design. DSR 2018 18.32.1
5
-
1313.43
Construction brick masorny mankole in cement 1:4 ( 1 cement: 4 course sand) with R.C.C. top slab with 1:2:4 mix ( 1 cement:2 course sand :4 graded stone aggregate 20mm nomonial size) foundation concrete 1:4:8 mix ( 1 cement:4 coarse sand:8 graded stone aggregate 40mm n0minal size) inside plastenening 12mm thick with cement morter 1:3 (1 cement:3 coarse sand) finished with floating coat of neat cement and making channels in channels in cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standrad design (a) Inside size 90x80 cm and 50 cm deep including C.I. cover with frame ( light duty) 455x610mm internal dimensions, toatl wight of cover and frame to be not less than 38 kg( wight of cover 23 kg and wight of frame 15kg) SI (19.7.1)
9
-
8000
Extra for dept for main holes 90x80 cm SI 19.8.1
4.5
-
4500
Construction brick masorny mankole in cement 1:4 ( 1 cement: 4 course sand) with R.C.C. top slab with 1:2:4 mix ( 1 cement:2 course sand :4 graded stone aggregate 20mm nomonial size) foundation concrete 1:4:8 mix ( 1 cement:4 coarse sand:8 graded stone aggregate 40mm n0minal size) inside plastenening 12mm thick with cement morter 1:3 (1 cement:3 coarse sand) finished with floating coat of neat cement and making channels in channels in cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standrad design (a) Inside size 120 X 90 cm. and 90 cm. deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (wt of cover 58 kg and wt. of frame 58 kg.) PWD SI (19.7.2.1)
3
-
16000
Extra for dept for main holes 120x90 cm PWD SI 19.8.1.2
18
-
5200
Excavating trenches of required with for pipes. Cables etc including excavation for sockets. And dressing of sides. Ramming of bottoms. Depth upto 1.5m including getting out the excavated soil, and then retuming the soil as required in layers not exceeding 20cm in depth. including consolidating each deposited layer by ramming watering etc. and disposing of surplus excavated soil as directed. with in a lead of 50m: Pipes, cables etc, for 80mm dia not exceeding 300 mm dia. SI 2.10.1.2
590
-
190
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per
standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. SI 19.16
57
-
275
P/F of 100mm dia H.C.I. pipe with socke of 1.80 m length Chapter-22.27
8
-
1880
Cast Iron cover of 400mm dia Weight Not Less than 11 Kg Chapter-22.57
400
-
71
P/F of 100 mm C.I ventilating terminal guardChapter-22.40
8
-
305
P/F of 100 mm dia C.I bend/ Tee Chapter-22.48
16
-
377
Supplying, storing, handling, shifting, installation, testing and commissioning of CP flxible hose, spray, wall flange etc. complete.(Make: Jaquar Model No- 573 or equivalent) MR
30
-
1920
Providing and fixing cast iron trap of self cleansing design with cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 100 mm inlet and 100 mm outlet centrifugally cast (spun) iron S&S As per IS: 3989. SI 17.60.1
40
-
830
Making khurras 45x45cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) over PVC sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete DSR 2018 (12.22)
27
-
202.56
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR 2018(12.44)
27
-
39.22
Providing and fixing soil, waste, vent and rain water pipes Centrifugally cast (spun) iron S&S pipe 100mm dia cast (spun) iron S&S pipe SI 17.35.1.2
911
-
915
Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. For 100mm dia. Pipe SI 17.37.1
1244
-
265
Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 100x100x100mm Centrifugally cast (spun) iron pipe S&S As per IS : 3989 SI 17.38.1.2
40
-
380
Providing and fixing plain bend of required degree. 100mm dia Sand cast iron S&S as per IS : 3989 SI 17.39.1.2
116
-
330
Providing and fixing heel rest sanitary bend, in 100mm Centrifugally cast (spun) iron pipe S&S DSR 2018 17.40.1.2
76
-
358.73
Providing and fixing double equal plain junction of required degree. 100x100x100x100 mm Sand cast iron S&S as per IS - 3989 DSR 2018 (17.42.1.2)
40
-
718.53
Providing and fixing Single equal plain junction of required degree. With access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS - 3989 DSR 2018 (17.43.1.2)
80
-
599.72
Providing and fixing Single equal plain junction of required degree. 100x100x100 mm Sand cast iron S&S as per IS - 3989 DSR 2018 (17.44.1.2)
80
-
554.19
Providing and fixing Single unequal plain junction of required degree. 100x100x75 mm Sand cast iron S&S as per IS - 3989 DSR 2018 (17.48.1.2)
70
-
663
Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 100 mm Centrifugally cast (spun) iron pipe S&S DSR 2018 (17.55.1.2)
116
-
494.22
Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 3989 PWD SI 17.56.1.2
76
-
270
Providing and fixing coller: 100 mm Sand cast iron S&S as per IS - 3989 PWD SI 17.57.1.2
76
-
365
Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work 100mm dia cast (spun) iron S&S pipe DSR 2018 (17.65.1)
766
-
53.29
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : 100 & 150 mm diameter pipe DSR 2018 (18.28.1)
1644
-
311.08
Providing and fixing PTMT grating of approved quality and colour Circular type 100 mm nominal dia DSR 2018 (18.58.1.1
80
-
31.45
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) alround SW including bed concrete as per standard design 100mm diameter PWD SI 19.2.1
155
-
450
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) alround SW including bed concrete as per standard design 150mm diameter PWD SI 19.2.2
15
-
750
Providing and fixing G.I. Inlet fitting of suitable size with 2 & 3 Nos. G.I. Socket 32 & 40 welded G.I. pipe and dipped in hot bitumen complete in all respect. 100 mm diameter pipe (Hopper ) MR
30
-
1152
Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. DSR 2018 (17.30)
40
-
37.35
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 50 mm dia, nominal bore PWD SI 18.17.4
6
-
745
Providing and fixing gun metal non- return valve of approved quality (PN 1.6) 65 nominal bore DSR 2018 (18.19.5.2)
4
-
1707.6
Providing and fixing brass stop cock of approved quality PWD SI 18.16.2
40
-
280
Providing laying and jointing glazed stoneware 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. 100 mm diameter PWD SI 19.1.1
10
-
170
Providing laying and jointing glazed stoneware 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. 150 mm diameter PWD SI 19.1.2
15
-
240
Providing laying and jointing glazed stoneware 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. 200 mm diameter PWD SI 19.1.3
6
-
350
Providing and laying Non pressure NP 2 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 DSR 2018 (19.6.2)
25
-
383.96
Providing and laying Non pressure NP 2 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. 250 mm. dia. RCC Pipes DSR 2018 (19.6.3)
145
-
626.19
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming to IS : 4885 DSR 2018(19.9.1.2
4
-
9158.01
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With Sewer bricks conforming IS : 4885 DSR 2018 (19.10.2)
1
-
5373.54
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885 DSR 201819.11.1.2
2
-
17641.56
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m With Sewer bricks conforming IS : 4885 DSR 2018 (19.12.2)
3.5
-
6973.66
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885 DSR 2018 (19.13.1.2
4
-
37791.48
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With Sewer bricks conforming IS : 4885 DSR 2018 (19.14.2)
2
-
16269.12
Providing and fixing square mouth SW gully trap grade ‘A’ complete CI grating brick masonry chamber with bricks of class designation 75 and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 13.00 kg and frame to be not less than 5 kg. as per standard design. (COVER MIN. 4.5 KG & FRAME MIN.2.7 KG ) 180x150mm size P type With FPS bricks PWD SI 19.4.3.1
22
-
1450
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement cincrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete for pipes 100 to 230mm dia. DRS 2018 19.21.1
1
-
517.5
Construction brick masonry grease trap of 2.4 m x 1.2m x 1.2 m having 230mm thick brick wall upto 900mm and 345mm thick above 900mm with 1:2:4 mix (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size), 100 mm thick RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size), 100mm thick P.C.C. 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), Inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement on all inside surface, 3 Nos. 750x750 SS perforated tray and 90 Kg M.S. cover with frame complete as per standard design MR
1
-
115200
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge. DSR 2018 (23.7)
11.97
-
1101.03
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450mm internal dimensions DSR 2018 (19.19.1.1)
4
-
1019.99
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 required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level. All types of soil 300 MM Dia DSR 2018 (23.1.1)
35
-
425.21
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. 150 mm nominal size dia. DSR 2018 (23.3.2
40
-
573.32
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. DSR 2018 (9.50)
9.42
-
1202.13
Providing, fixing, testing and commissioning of uPVC waste pipe conforming to IS : 4985-2000 class IV (6 Kg/Sq.cm) including all moulding fittings conforming to IS : 7834 (Part I to Part-7) 1987 such as tees, bends, reducers, coupling, adaptor etc. solvent welded joints as per manufacturer recommendation including cutting and making good the walls, floors, R.C.C. work etc. (For OVER FLOW). 210 mm OD UPVC Pipe MR
40
-
1344
Making connection of GI distribution branch with GI main of 50-80mm nominal bore by providing and fixing tee, including cutting and threading the pipe etc. complete. PWD SI 18.13.2
2
-
1189.18
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