Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Eprocure
Opening Date31 Mar 2021
Closing Date17 Apr 2021
Tender Amount₹ 95,61,31,059
Costs
EMD
₹ 1,91,23,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPKDA_578242_1Bid Award Id
ViewTender No
47/AA2/KDA/20-21Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providing and laying cement concrete in 1:4:8 (1cement :4 coarse sand :8 graded stone ballast 40 mm nominal size) including supply of all materials labour and T&P etc. required for proper completion of the work and curing complete also including curing complete, Including cost of form work. In Foundation and floors. (S.I. NO-281)
-
-
-
G.F & F.F.
2176
-
5600
S.F.
96
-
5656
T.F.
96
-
5712
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 cement used as per design mix is not extra payable(DSR 5.33.1)
5216
-
7567.5
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of 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 the Engineer - in - charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess cement used as per design mix is not extra payable(DSR 5.33.2)
5632
-
8266.4
Providing and laying in position ready mixed M-20 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of 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 the Engineer - in - charge.(Note :- Cement content considered in this item is @ 303 kg/cum.Excess cement used as per design mix is not extra payable(DSR 5.33.2)-DSR 16.76
8384
-
8082.2
Centering and shuttering including strutting, propping etc. and removalof form for : RAFT DSR 5.9.1
5408
-
184.8
Centering and shuttering including strutting, propping etc. and removalof form for :COLUMN DSR 5.69.6
31552
-
437.1
Centering and shuttering including strutting, propping etc. and removalof form for : BEAM DSR 5.9.5
44608
-
328.8
Centering and shuttering including strutting, propping etc. and removalof form for : SLAB DSR 5.9.3
66912
-
396.7
Centering and shuttering including strutting, propping etc. and removalof form for : EDGE DSR 5.9.16.1
36768
-
117
M-150 brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work .(S.I. NO-303) +(S.I. NO. 307-306)
1280
-
4629
M-150 brick work in 1:3 cement and coarse sand mortar in super structure including necessary cutting & Moulding of bricks as required but for half brick thick wall supply of all materials, labour and T&P etc. required for proper completion of the work.(S.I. NO-305B) +(S.I. NO. 309+309B)
-
-
-
G.F. +F.F.
160
-
5530
S.F.
96
-
5552
T.F.
96
-
5574
6.47 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately for 200mm
16864
-
5130
P/L autoclaved areated cement block masonary with 100 mm thick AAC block in super structure above plinth level up to V level in cement mortar 1:4 (1cement : 4 coarse sand) in masonary work (Analysis Rate) with every third coarse two no BARS DIA 6 mm and including supply of rate of all materials labour T&P etc (AR) dsr 6.38
2912
-
6460
Supply and Fixing of 110 mm (OD) dia 6 Kg/Sq cm PVC ISI marked Phenolex and or other approved quality complete with rose, bend , ms clamp 25mm x3.0 mm of approved design fixed in wall and including repair of plasters, points if damaged during fixing of pipe. ( SI No. 730/3)
8768
-
308
RCC work with cement approved coarse sand and 2 cm. (3/4)" gauge approved stone ballast in the proportion of 1:1½:3 in Lintel excluding supply of reinforcement and its binding but including is fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper compleion of the work. Binding wire cost being inlcuding in the item..(S.I. NO-283) +(S.I. NO. 289-288)
-
-
-
G.F & F.F.
288
-
8100
S.F.
160
-
8181
T.F.
160
-
8262
Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(S.I. NO-279 A)
-
-
-
G.F & F.F.
160
-
6900
S.F.
96
-
6969
T.F.
96
-
7038
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level. as perE/I FE 550 S.I. No. 504
18720
-
6180
40 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.PWD SOR 665
7008
-
345
Providing and Fixing Glass strips 3.7mm thick & 2.5 cm deep. including supply of all materials. labour and T&P etc. required for proper completion of the work.PWD SOR 11©
26976
-
8.25
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.AR ASPER DSR 10.26.1
193792
-
100.7
Providing and laying Brick coba 12 cm avg thickness laid with 150 class brick bats 7.5 cm thick with gap of 15 mm each, over 20 mm thick base of cement mortor 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with crylic cement concrete water proofing compound filled gap of coba and top of coba mortor mixed with water proofing compound in 1:4 cement and coarse sand mortor finished smooth and top matched false squire 30 cm x 30 cm and side wall parapet shall be monolithic plaster wall upto 30 cm higher and junction and corner rounded by brick balast cement and coarse sand masonary, coba with top finished plaster mixed with acrylic water proofing compound @ 2 % by weight including supply of all material, labour & T&P etc complete for proper completion of work. Rate as per S.I Item No-6/11
14784
-
1025
Providing gola 75*75 mm in cement concrete 1:1.5:3 (1cement:2coarse sand :4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1cement : 3 fine sand) as per standerd design: (AR AS PER DSR 12.21)
5472
-
154.6
Making khurras 45x45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1cement : 2coarse sand :4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3(1cement: 3coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete(AR AS PER DSR 12.22)
768
-
205.1
S/F of Cinder including supply of all material , labour T&P etc. proper completion of the work.(MR) LKO
768
-
1781
2cm (3/4") thick cement plaster in dedo or skirting in 1:3 consisting of one part of cement and 3parts of approved coarse sand laid in panels. Finished with 3mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc required for proper completion of the work. SOR S.I. NO-ch 13/3/ii or nbo-17.63
800
-
240
Making grooves 10 to 12mm wide x 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required incuding of all material, labour and T&P etc. required for proper completion of the work.SOR S.I. NO-598
92160
-
31
12 mm thick plaster with 1:4 cement & c.sand mortar including supply of all material labour T&P etc. required for proper completion.SOR S.I. NO-CH-13/1+DIFF
-
-
-
G.F. +F.F.
103136
-
178.3
S.F.
50304
-
180.08
T.F.
50304
-
181.87
Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.SOR S.I. NO-CH-16/13/NS
255616
-
115
One priming coat & two coat oil distemper on new work including supply including supply of all material labour T&P etc. required for proper completion..SOR S.I. NO-649+650
-
-
-
G.F & F.F.
71744
-
88
S.F.
35680
-
88.88
T.F.
35680
-
89.76
Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required sahade : 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) (apex Ultima, weather coat All guard) Asian, beger.SOR S.I. NO-CH-15/21/NS
62176
-
112
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pointing the joints with white cement and matching pigments etc., complete. AR ASPER DSR 11.39
41280
-
1030
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. size 200x300 mm SOR S.I. NO-628
14880
-
1260
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white colour and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm², modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In Charge.
7744
-
2260
S/F Following Oxidized iron fitting including supply including supply of all material labour T&P etc. required for proper completion.
-
-
-
16mm sliding bolt 10" PWDSOR17/F+20%
10752
-
92.4
Tower Bot 6" PWDSOR17/B+20%
7680
-
30
Handle 6" PWDSOR17/I+20%
15360
-
24
Mild steel or iron work in heavy size such as trusses, build up gates, door frames, record racks, roof work, gates etc wrought to required from 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. SOR S.I. NO-503
2688
-
65
Providing and fixing factory made Solid WPC (Wood Polymer Composite white colour sliding 5mm clear glass glazed window comprising of wPVC multi-Chambered frame with in-built uPVC track of size 50mm x 42.50 mm including supply including supply of all material labour T&P etc. required for proper completion.lko sanction
3616
-
3625
Providing and fixing factory made Solid WPC (Wood Polymer Composite white colour louvre window comprising of uPVC multi-Chambered frame with size 50mm x 50 mm extruded profiles duly including supply including supply of all material labour T&P etc. required for proper completion.Size 450 x 600 mm Louver Window lko sanction
832
-
3120
Providing & Fixing factory made Solid WPC (Wood Polymer Composite)-Door frame 125 mm x 65 mm Double Rebated, made from Wood Polymer Composite (Single Extruded Process) material comprising of virgin PVC polymer of K Value 58-60 (Suspension Grade), Calcium ·Carbonate and Natural Fibers (Wood Powder/Rice Husk/Wheat Husk) and Nor toxic additives fabricated with meter Joints after applying PVC solvent Cement & screwed with full body treaded star headed screw having minimum frame density of 780 Kg/cbm an ISO 9001-2015 Certified company, having good screw holding capacity (Screw Withrawal strength of 2200 N(Face) & 1100 N (Edge), Minimum Compissive strength of 58 N/mm2, Moduus of elasticity 900N/mm2 and resistance to spread of flame of class A category with property of being termite/borer proof/ water/Moisture proof &fire retardant & Fixed in position with SS Dash Fasterns/Hold Fast of required dia and length, all as per specification drawings as directed by the Engineer-In-Charge. Material test certificate and authentication should be compulsory provided by the manufacturing company, for External Use
15840
-
1130
Providing and fixing factory made Solid WPC (Wood Polymer Composite)-Door frame 77 mm x 58 mm Single Rebated, made from Wood Polymer Composite (Single Extruded Process) material comprising of virgin PVC polymer of K Value 58-60 (Suspension Grade), including supply of all material labour T&P etc. required for proper completion.(single patam)
23040
-
418
Supply and fixing of 30 mm thick commercial quality plywood flush door shutter conforming to IS 2202 part-1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges bolts nuts handles springs and other fitting with necessary screws etc all complete. (PWD S.I No. 470 A.)
6144
-
1530
Supply & fixing of hexagonal/Round G.P. fan box of approved make made up of 1.0 mm thick ISI arked G.P. sheet sopt welded Four to Eight hole of 25.4 mm for pipe entry of the box. Hole ELEC-SOR 1123
3072
-
135
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc. including supply including supply of all material labour T&P etc. required for proper completion AR ASPER DSR 22.5
6944
-
269
Numbering of flats with letter/ No. writing including painting one coat of ready mixed priming paint including supply of all material labour T&P etc. required for proper completion.
1536
-
50
Supply and filling of local sand ramming and dressing etc. rate incuding of all material, labour and T&P etc. required for proper completion of the work.
2272
-
690
Painting or Varnishing on Iron works in small areas or new STEEL work one coat of ready mixed priming paint & two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should confirm to the ISI no. 103-1950 SOR S.I. NO-644+645
4960
-
87
Kota stone of ASI-K 25 to 40 mm thick (450mm x450mm) 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). SOR S.I. NO-503
3840
-
1000
Providing and fixing 18 mm thick gang saw cut, Rajsthan Black Granite 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. LKO SANCTION
2272
-
1800
(B) Water Supply & Saintary fitting Work
-
-
-
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board (size 16"x 18") AR ASPER DSR 17.10.2.3
1536
-
1940
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 15 mm nominal outer dia Pipes (DSR No 18.8.1) .PWD NS/19/6
16000
-
205.4
Same as above item but for 20 mm CPVC Pipe (DSR-18.8.2)PWD NS/19/6
6400
-
225
Same as above item but for 25 mm CPVC Pipe (DSR-18.8.3)PWD NS/19/6
6400
-
237
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.
-
-
-
50 mm nominal outer dia Pipes PWD NS/19/6
6400
-
479
32 mm nominal outer dia Pipes PWD NS/19/6
800.02
-
250
Supply and fixing of PVC SWR ring fit (as per IS 13592 with latest amedments) type-A) phenolex prince suprime make soil waste and vent pipe dia 100 mm (OD) PWD 730/3 CH-19
19200
-
308
Supply and fixing of SWR phenolex prince suprime make nahani trap 100 mm x 75 mm embeded in cement oncrete 1:2:4 OLD PMAY
3072
-
138
Supply and fixing of ISI mark parrywater/ Jonshon / Cerra make Orrisa pattern WC pan size 580 mm of approved quality including 10 lit. capacity low level PVC Cistern with all accessories. The rate is inclusive of supply and fixing of WC pan-1 no, low level cistern PVC 10 lit capacity-1 No, SWR P- trap-1 No, Flush pipe 30 mm dia PVC (of approved make- 1No,) PVC connection of heavy duty (appropriate length) and fixing is to done in cement concrete 1:2:4 (1 cement, 2 coarse sand :4 stone grit 20 mm size) along with all other consumables necessary for fixing etc. complete required for proper completion of the work as per direction of E/I. AR AS PER DSR 17.1
1536
-
3830
Providing and fixing of CP BRASS jali 100 mm dia as per directions of E/I(A/R) incuding of all material, labour and T&P etc. required for proper completion of the work.
3072
-
150
Supplying and fixing of 20 mm dia Heavy Duty Gate Valve I.S.I. marked as per directions of E/ AR AS PER DSR 18.17
768
-
743
Supplying and fixing of CP Brass Bib Cock ( 15 mm dia ) Heavy Duty Long body of approved make as per directions of E/I(A/R) incuding of all material, labour and T&P etc. required for proper completion of the work.AR AS PER DSR 18.49.1
3072
-
559
Supplying and fixing of CP Brass Bib Cock (15 mm dia) Heavy Duty short body of approved make as per directions of E/I. DSR-18.15.1 incuding of all material, labour and T&P etc. required for proper completion of the work. .AR AS PER DSR-18.53.1
3072
-
494
Supplying and fixing of CP angle valve (15mm dia) heavy duty of approved make as per directions of E/I.AR AS PER DSR-18.53.1
1536
-
484
Construction of chamber of Internal size 0.60mx0.60x0.60m with class 150 B/W in 1:4 cement and coarse sand morter base concrete 1:4:8 (1 cement : 5 coarse sand : 10 stone ballast 40 mm size) 20 mm thick plaster in 1:4 cement and coarse sand morter with neat finished and 10cm thick PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including R.C.C. Cover with 10.0cm thick including cost of all material, labour T&P etc required for proper completion of the work.(A/R)
576
-
7400
Construction of chamber of Internal size 0.45mx0.45x0.45m with class 150 B/W in 1:4 cement and coarse sand morter base concrete 1:4:8 (1 cement : 5 coarse sand : 10 stone ballast 40 mm size) 20 mm thick plaster in 1:4 cement and coarse sand morter with neat finished and 10cm thick PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including R.C.C. Cover with 10.0cm thick including cost of all material, labour T&P etc required for proper completion of the work.(A/R)
768
-
5530
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 Flat back wash basin size 450x 350 mm with single 15 mm C.P. brass pillar tap incuding of all material, labour and T&P etc. required for proper completion of the work.AR AS PER DSR 17.7.7
1536
-
2103
(C) Internal Electrification Work
-
-
-
Wiring point for light with 1.5 sqmm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting complete with 1.5 sqmm FRLSH PVC insulted multistrand copper conductor cable as earth wire piano type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc complete in all respect as directed including matching colour wsh (UP Pwd SOR SI No 138c)
11008
-
610
Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand in PVC conduit pipe partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sqmm FRLSh PVC insulated multistrand copper conductor cable as earthwire, piano type switch& ceilingrose on 3 mm. thick backelite sheet etc., complete in allrespect includingmatchingcolour wash. (UP Pwd SOR SI No 140c)
3072
-
671
Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrandsinglecore copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting,complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in allrespect includingmatchingcolour wash.(UP Pwd SOR SI No 141c)
4608
-
327
Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universalsocket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. (UP Pwd SOR SI No 1139)
1536
-
340
S/F Factory fabricated floor mounted frount access single leaf door Indoor type Meter Panel Box of size 2100x1550x300mm made with 18 swg CRCA sheet having 200 amp vertical TPN aluminum Bus Incoming, 24 Nos 32 amp (10 KA) SPN MCB for Out going, provision for fixing of 24 nos 1 phase KWH meter, both side cable chamber all complete with powder coating paint and locking arrengement all as per attached drawing & direction of E/I. ( Q. Rate) LKO SANCTION
-
-
-
S/F single phase meter boards for 24 no with incomer MCCB M-1 LKO SANCTION
32
-
109900
S/F single phase meter boards for 12 no with incomer MCCB M-2 (A) LKO SANCTION
32
-
69975
S/F single phase meter boards for 12 no with incomer MCCB M-2 (B) LKO SANCTION
32
-
69975
Add for light / fan point with modular type switch in place of piano type switch (SI No. 187A)
14080
-
44
Supply & wiring of submain with two no 4.0sqmm FRLSH PVC insulated 1100v grade multistrand single core copper conduter cable in wall and partyly laid in slab alongwith 212 C ELC
27076.8
-
210
Supply & wiring of submain with two no 6.0sqmm FRLSH PVC insulated 1100v grade multistrand single core copper conduter cable in25mm dia heavy duty 212 B ELC
30720
-
262
Add for plug point with modular type switch and socket in place of piano type switch an socket (SI No. 187C)
3072
-
83
Fan box cover of 3mm thick bakelight sheet of hexagonal/round shape on existing fan box complete in all respect direction of E/I MR
3072
-
20
Supply and laying of 50sqmm 3.5 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. One 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 aproperly connected with the earth conductor by lamps etc. (SI No. 501) ELC 2018
3200
-
492
S/F round bakelight AII/PVC Junction Box cover on exsiting Junction Box complete in all respect as per direction of E/I M/R
9600
-
5
Supply and Burying of 600mm x 600mm x 6mm G.I Plate Vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia GI pipe SI 702 ELC
192
-
5350
S/F of electronic fan regulator 120-280V ISI marked on the existing swich bord including making connection required material, labour T&P etc for proper completion of work to the satisfaction of Enfineer in charge of work. (UP Pwd SOR SI No 1203A)
3072
-
267
S/F of two number 8 SWG GI wire in 15mm dia FI pipe for earthing laid in 723 ELC
1536
-
210
Add for power plug point with modular type switch and socket in place of piano type switch an socket (SI No. 187C)
1536
-
83
Supply and wiring of submain with two number 2.5 sqmm FRLSh PVC insulated 1100 v grade multistrand single core copper conductor cable in 20 mm dia heavy guage (2 mm thick) PVC conduit partly concealed in wall and partly laid in slab along ith reinforcement before concreating, with one no. 1.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit including matching colour wash etc. complete in all respect. (SI No. 1307C)
30720
-
121
S&F surface/flush mounting 4 ways SPN distributaion board (for Common area lighting) without MCB complete in all respect, as directed at site by Engineer in charge. (SI No. 1022) CAT-A
32
-
1240
S&F surface/flush mounting 8 ways SPN distributaion board (for Common area lighting) without MCB (SI No. 1024) CAT-A
1536
-
1900
S & F of 40 Amp. DP Isolator (SI No.1005A) CAT-A
1600
-
455
S & F of 6 Amp to 32 Amt. SPMCB (10KA) C Cure (SI No. 1002) CAT-A
6272
-
260
Development Work
-
-
-
Road Work
-
-
-
E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m distance as directed by the (SI No. 253A)
14062
-
115
(a)Cartage Of Earth upto 10km Including Loading & Unloading
18760
-
257
Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 sn-7(b))
4602
-
690
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
4094
-
3225
Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to archive the desired density. Morth 406.
3654
-
3390
Providing and applying priming coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying emulsion @ 0.75 KG per sqm. using mechanical means . MORTH 502.
6171
-
30.4
Providing and applying Tack coat with bitumen emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503.
6171
-
10.9
Providing and laying bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504
311
-
7300
Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB - 55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508
169
-
8890
P/L in position RMC M-30 grade for reinforced cement concrete work, using fly ash and cement manufactured in fully automatic batching plant including pumping of R.M.C. - All works up to Plinth level.
2168
-
7841.1
Groove cutting in C. C. Pavement slab of size 5mmx10mm including labour t&p etc complete as per attached quatation
1285
-
75
Providing and laying in position bitumin hot sealing compound for expansion joint etc .Using grade A sealing compound. DSR 2016 Item No.16.46.1
1285
-
1.96
Trimixing of CC pavement in M30 RMC including dewatering, application of hardner @ 2.5 Kg. per sqm.and finishing the pavement surface by mechanical floater, including labour, T&P etc all complete.
7700
-
200
Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate)
7665
-
820
Providing and laying at or near ground level factory made kerb stone of M25 grade cement concrete in position to the required line, level and curvature
512
-
6917
Drain Work
-
-
-
Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
1650
-
130
Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 281)
416
-
5600
PRECAUST DRAIN DSR 4.6.1/16=6169.85/112.5
132
-
6756
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate) FOR RAFT
250
-
7800
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate) FOR WALL
627
-
8700
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate) FOR SLAB
35
-
8250
Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504)
1048
-
6180
Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 279 a)
191
-
6900
Park Work
-
-
-
Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
396
-
130
Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 281)
91
-
5600
Class -150 brick work 1:4 (1 cement : 4 coarse sand ) in Foundation & Plinth including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 305)
179
-
4850
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate) FOR RAFT
47
-
7800
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate)FOR COLUMN
53
-
8700
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in lighter beams having span upto 6m including bending of reinforcement and binding with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (Analysis rate)
136
-
8250
Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504)
139
-
6180
Same as item no 13 above but brick work in 1:4 cement & Coarse sand in super structure for wall thickness 12 cm and below all complete. (PWD S.I No. 303+310 +310A)
151
-
5280
Providing and laying of 60 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate)
2451
-
685
12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-17.58)
1928
-
178.3
15 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-17.58)
1928
-
190.35
Mild Steel or Iron Work in small Size Angle Iron
34056
-
62
Finishing walls with premium Acrylic Smooth exterior paint with cilicone additive of required shade :13.46.1New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) DSR/16/13.46.1 with BIRLA PUTTY ONE COAT(92.3+82.83)
3856
-
112
Providing Birala putty all complete
3856
-
115
Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mix priming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI no 103 1950. (PWD SI.No-641+642)
1708
-
87
E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m distance as directed by the with 5km cartage with royality (SI No. 253A) including 5.0 km cartage , cast of earth and rayalty
189
-
372
Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 279 a)
189
-
6900
Laying of sewer line
-
-
-
Excavation for depth upto 1.5 m below ground level for laying sewers, manholes, gully pits chambers sumps etc in ordinary soil (earth sand , loam and clay) including dressing levelling, refilling of trenches in 20 cm. Layers watering and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches. (analysis rate)
-
-
-
(a) 0.00-1.50 m Below GL
2025
-
201
(b)1.50-3.00m Below GL
167
-
254
Providing and fix open timbering in to excavated trecch consisting 4 cm thick sal wood planks for poling boards of 12.50 cm x 7.50 indian sal wood walers and 100 mm dia sal ballies for struts at 1.50m. c/c including removal after laying sewer . (Dismentalled material will be the property of the contractor and both side of trench will be taken as one side for the purpose of payment & measurment.
-
-
-
(a) 0.00-3.00 m
1195
-
280
Casting of credle cement concrete 4 cm gauge approved stone ballast coarse sand & cement in proportion of 4:2:1 including supply of all material labour T & P etc required for proper completion of work for saddle pillar. (SI No-281)
-
-
-
A 0.0 -1.50 M Below G L
202
-
5200
B1.50 -3.0 M Below G L
116
-
5356
Carting laying & Jointing of following dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . (analysis rate) Including cost of pipe
-
-
-
b:- 1.50-3.00 m BGL 250 mm dia
704
-
720
c:- 1.50-3.00 m BGL 300 mm dia
305
-
920
d:- 0.0-1.50 m BGL 250 mm dia
1505
-
710
Construction Brick masonery circuler manhole 1.50m internal dia with brick in cement morter 1:4 (I cement :4 coarese Sand ) insite cement plaster 20mm think with cement mortae 1:3 ( I Cement :3 Coarse Sand ) with meat cement finised , foundation concreat 1:4:8 mix ( I Cement : coares :8 agraded stone aggreagate 40mm nominal size ) and making nacessary channale in cement concrete 1:2:4 ( i cement :2 coarese :4graded stone aggregate 20mm nominal size ) finised with a floating coat a neat cement, including timbring excavation CI foot rest ( not less than 4kg in weight ) etc. all compleate as per standerd desingn & drawing 3.00m deep with S.F.R.C. cover and frame ( heavy duty HD-20 grade designaion ) 4560mm internal dia meter conforming ot IS 12592 total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 incliding centering shuttring all complete as per Jal Nigam Desigen up to 4.80m depth.
69
-
46500
Addition / subtraction depth for circular type manhole 1.50m internal dia. With brickwork. Analysis for rate and specification.
16
-
19500
Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate)
64
-
24900
Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate)
128
-
12600
Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. (analysis rate)
16
-
11552
Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per slandered design &specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 1:4 cement & coarse sand mortar with neat finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. (analysis rate)
32
-
4640
Installation of 5 HP Diesel pump set for Dewatering including hire charges of pump and operator , fuel etc
30
-
850
Water Main Part-B
-
-
-
Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
1815
-
201
Providing and laying of following dia Ductile Iron Pipe K-7 with Carting
-
-
-
(a) 250 mm dia
150
-
2154.19
(b) 200 mm dia
200
-
1674.1
(c) 150 mm dia
300
-
1359.42
(d) 100 mm dia
1550
-
952.74
Supply & Stacking Carting & fixing CID joint over AC presure pipe or special at site as per direction of Engg. in Charge of work all complete
-
-
-
(a) 250 mm dia
10
-
876.99
(b) 200 mm dia
20
-
649.29
(c) 150 mm dia
30
-
445.28
(d) 100 mm dia
50
-
278.07
Supply, stacking and fixing of DI specials suitable different dia of class 10 AC pressure pipe at site of work.DSR No 18.68 2016
50
-
15422
S/F of ISI approved piller type F.H with 65 mm brass outlet duck foot band 80 mm NBF/Socket Tail piea confirming of 908/75 light Duty
4
-
3279.37
Supply/fixing of Air valve of app. Type ISI approved at site/store.
2
-
3130.5
Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1
-
-
-
(b) 300 mm dia
1
-
19372.74
(c) 250 mm dia
2
-
13945.71
(d) 200 mm dia
2
-
9549.05
(e) 150 mm dia
6
-
4840.77
(f) 100 mm dia
10
-
3287.78
Construction of 1.00 x1.20x1.20m internal size sluice valve, air valve and fire hydrant as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish with 15 cm thick RCC cover complete as per of Engineer in charge of work . (analysis rate)
27
-
29500
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.13.1 25 to 40 mm nominal bore
96
-
254
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