Public Works Department Tender
... More
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Costs
EMD
₹ 3,20,905Document Cost
₹ 8,000Tender Fee
Refer Documents
Summary
Construction Of Water Supply Scheme Based On Existing Stream Water At Kachari Chow Para Of Labancherra Vc Within The Jurisdiction Of Manu R.d Block Under Dws Sub-division, Manu
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEDWS_59145_1Tender No
12/CE/PWD(DWS)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Pump House, Electrical and Mechanical works
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
260
179
46774
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
39.63
231
9178
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
26.42
161
4262
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6.06
1177
7134
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
5.4
11355
61321
... More
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
6.36
10570
67229
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand )
6.6
9845
64978
... More
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ).
7.5
11410
85576
... More
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials asrequired complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
8.1
1311
10626
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Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
57.33
1533
87916
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
11.5
894
10284
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
6.17
12073
74435
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.03
11791
23879
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.79
13584
10691
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
850
103
88315
... More
Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.4
333
1803
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank Plinth
17.6
391
6882
... More
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank Column
32.4
570
18468
... More
Weather shade, Chajjas, corbels etc., including edges Chajjas
3.6
531
1913
... More
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
104.31
224
23386
... More
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
63.18
260
16465
... More
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
21.43
176
3775
... More
Neat cement punning.
40.45
56
2298
... More
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate ) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
10.5.1) 40mm thick.
19.12
614
11745
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Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete as per direction of Engineer-in-charge
10.13.1) 18 mm thick
6.24
453
2831
... More
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
103
985
... More
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
300
107
32160
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
8.46.1) Fixed to steel windows by welding
22
161
3553
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Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
4.92
5617
27638
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
402
146
58772
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Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
43.31
1205
52206
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Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
63.18
48
3039
... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture (payment shall be made after submission of test certificate issued by the manufacture).
New work (two or more coats applied @ 3.84 kg/sqm)
63.18
78
4947
... More
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two coats
56.88
64
3674
... More
Painting with synthetic enamel paint ( two or more coats ) of approved brand and manufacture to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] Two or more coats on new work
38.42
106
4107
... More
12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :
12.16.3) Raised Band
8
5
44
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Lettering with black japan paint of approved brand and manufacture.
[Payment shall be made after submission of Test Certificate issued by the Manufacturer]
1000
3
3600
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Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge..
2
9372
18745
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
i) 16 sqmm
30
394
11844
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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii.35 HP/26 kw Relay range within 20-32 + 10%
2
27556
55113
... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
i) 100 amps
2
10274
20550
... More
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
Iv) 63-80 Amps
2
5263
10526
... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
2
1135
2271
... More
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
2
1964
3930
... More
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
2
267
535
... More
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
2
749
1498
... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23655
23656
... More
Providing & fitting, fixing of 5000/23 (GPH/M3/Hr) capacity of 45-60 mtr head of horizontal split case centifugal pump & accessories of "Mathur & Platt"/kirloskar along with KEC/BCH/SEMINS/CROMPTON/KIRLOSKAR make motor of 7.5 KW/10 HP, TEFC sq cage 1500/2900 FPM (syn) 3 phase 415 + 10% volt 50 hz, Ac supply case "F" insulation IP-55 protection Horizantal foot mounted induction motor as per IS-325, 1987, Suction & Delivery Dia 65 X 50 mm in/c making RCC base ( Cost of RCC Base will be paid Separately) for fitting fixing of pump motor set complete at site of work as per direction of the Engin- in charge
2
72643
145286
... More
RCC TRAY AREATOR (5000 GPH Capacity)
-
-
-
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Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil By manual means
9.13
231
2115
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.51
1177
600
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
4.1.13) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
2.26
9938
22471
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level: 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.8
14075
25308
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.8
15502
12433
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.19
15780
34529
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.5
333
1169
... More
5.8.6.4 Circular Columns with ply shutters
4.81
705
3392
... More
5.8.4.2 ) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
5.01
729
3655
... More
5.9.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
11.72
496
5814
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
780
103
81042
... More
6 mm cement plaster of mix :
Cement mortar 1:3 (1 cement : 3 fine sand)
7.93
176
1397
... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture New Work ( two or more coats applied @ 3.28 kg/10 sqm) over and including priming coat of extrrior primer applied @ 2.20 kg/10 sqm complete.
33.89
269
9130
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
6.13
161
989
... More
Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A) External work.
xi). 150 mm dia. nominal bore
12
2380
28565
... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
xi). 150 mm dia
2
2474
4950
... More
Charges for making G.I. tail piece with MS flange ( 8 mm wall thickness ) at one end & threading at other end in/c. cutting, threading, welding & fitting, fixing as per specification and the direction of the Engineer-in-charge. ( G.I. pipes will be supplied from the department free of cost ).
i). 150 mm dia
2
904
1809
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
iv). 150 mm dia
A) PN - 1.6
2
8238
16477
... More
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
vi). 150 mm nominal bore
1
11207
11208
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
99
133
13246
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
ii. 100 mm dia Ductile Iron Class K-7 pipes.
44
1861
81888
... More
iii. 125 mm dia Ductile Iron Class K-7 pipes.
22
2278
50116
... More
iv. 150 mm dia Ductile Iron Class K-7 pipes.
44
2602
114488
... More
v. 200 mm dia Ductile Iron Class K-7 pipes.
11
3348
36835
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
ii). 100 mm dia
8
41
333
... More
iii. 125 mm dia
4
41
167
... More
iv). 150 mm dia
8
78
626
... More
v. 200 mm dia
2
106
212
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A) D.I. all socketted Bend 90 degree
iii) 150 mm dia
2
3495
6990
... More
iv). 200 mm dia
5
5921
29608
... More
B). D.I. all socketted Bend 45 degree
iii) 150 mm dia
2
3418
6837
... More
I). D.I. Double Socketted tapper
150 x 125/100 mm dia
1
2738
2738
... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
i) 200 mm dia
7
246
1728
... More
ii) 150 mm dia
7
185
1296
... More
iii) 125 mm dia
3
135
407
... More
iv) 100 mm dia
7
98
692
... More
Constructing masonry Chamber 90 x 90 x 100 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 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2coarse sand : 4 graded stone aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer- in - charge.
A). With secend class bricks
2
20432
40866
... More
Sedimentation Tank
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
By manual means
19.23
179
3459
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
3.85
1177
4533
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
All work upto plinth level: 4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
3.85
10570
40697
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
6.15
12073
74254
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
8.7
13305
115760
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
3.13
13584
42479
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
2500
103
259750
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
48.51
333
16197
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
20.91
496
10374
... More
6 mm cement plaster of mix :
Cement mortar 1:4 (1 cement : 4 fine sand)
195.18
176
34391
... More
Neat cement punning
195.18
56
11086
... More
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
150 mm dia
198
187
37165
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
ii). 150 mm dia
36
144
5202
... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
150 mm dia
5
185
926
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
150 mm dia.
PN - 1.6
2
8238
16477
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
D.I. Flanged Socketted tail piece
150 mm dia
2
2617
5234
... More
D.I. Flanged Spigotted tail piece
150 mm dia
2
3593
7186
... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture [payment shall be made after submission of test certificate issued by the manufacheerer] new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including primer coat of exterior primer applied @ 2.20 kg/10 sqm.
41.32
269
11132
... More
Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc.complete as per CPWD specification and direction of the Engineer - in - charge.
External work.
50 mm dia. nominal bore
60
653
39234
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
50 mm dia
10
168
1685
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
50 mm dia
5
490
2453
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
50 mm dia
4
524
2097
... More
HRF cum SSF
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
51.66
179
9294
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
52.08
231
12061
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
3.78
1177
4450
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
3.78
9295
35138
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
2408.14
103
250206
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
7.17
12073
86521
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
13.63
13305
181411
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
A) Foundations, footings, bases for columns etc. for mass concrete with timber plank
6.36
333
2124
... More
B) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
146.44
496
72649
... More
6 mm cement plaster of mix :
137.84
176
24287
... More
Neat cement punning.
137.84
56
7829
... More
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
150 mm dia
22
187
4129
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
ii). 150 mm dia
4
144
578
... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
150 mm dia
6
185
1111
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
150 mm dia.
PN - 1.6
5
8238
41193
... More
100 mm dia.
PN - 1.6
5
5561
27806
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
D.I. Flanged Socketted tail piece
150 mm dia
5
2617
13085
... More
100mm dia
5
1861
9306
... More
D.I. Flanged Spigotted tail piece
150 mm dia
5
3593
17966
... More
100 mm dia.
5
2048
10245
... More
D.I. all socketted Bend 90 degree
150 mm dia
5
3495
17475
... More
100 mm dia
5
2167
10837
... More
Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river West Bengal as per specification and the direction of the Engineer - in - charge.
13.3
27122
360732
... More
Providing and placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
11.19
28038
313608
... More
Providing and placing of anthracite coal ( 3 mm to 6 mm) of SP gr. 1.4 in IRP as per specification & direction of the Engineer-in-charge.
1.5
35153
52730
... More
Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
External work.
50 mm dia. nominal bore
50
653
32695
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
50 mm dia
9
168
1517
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
50 mm dia
4
490
1962
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
50 mm dia
2
524
1048
... More
Clear Water Reservoir(10,000 Gallon)
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
51.66
179
9294
... More
Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
2.13.1) By manual means
83.11
231
19249
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
5.54
1177
6523
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
4.1.14) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
5.63
9295
52344
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
12.54
14075
176494
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
8.28
15502
128358
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.15
15780
175910
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
9.29
333
3103
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
38.47
729
28060
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
85.27
496
42301
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
42.73
499
21339
... More
A) Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1880.88
103
195423
... More
B) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
2913.93
103
302757
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.25
9845
2491
... More
12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
31.65
224
7096
... More
6 mm cement plaster of mix :
In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
218.98
185
40664
... More
neat cement punning
78.03
56
4432
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
63.78
106
6818
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
27.7
161
4469
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
100 mm dia Ductile Iron Class K-7 pipes.
12
1861
22333
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
100 mm dia
5
93
469
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
100 mm dia
PN-1.6
2
5561
11122
... More
Providing & installation and commissioning of 5000 GPH capacity 220 mtr head water lubricated submerssible pump with 3Ph, 415 V AC 30.00 HP motor with star delta connection upto the depth of 10 ft by 50 mm dia GI column pipe (conforming to IS:1239 medium class) with tailpiece welded with 10 mm thick GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (Excluding the cost of Electrical Flat for submerssible pump)
2
110448
220896
... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge
2
9372
18745
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. vii. 10 sqmm
200
269
53920
... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
2
1135
2271
... More
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
2
1964
3930
... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii. 35 HP/26 kw Relay range within 20-32 + 10%
2
27556
55113
... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge
iii. 100 amps
2
10274
20550
... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii. for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23655
23656
... More
Providing and installation of necessary arrangements of disinfection of clear water by chlorination through metering pump in/c all necessary equipment complete as per specifications and direction of the Engineer-in-charge (1 no. Metering pump with motor 0.30 to 30 lph capacity of Swellore/ Milton Ray/ TosconJesco make, 1 no. 50 ltr. capacity SS solution tank of 5mm shell thickness with 6mm bottom plate, 1 no. DOL Motor Starter of L&T/ BCH make 3phase, 50Hz, 415 volt, 10 mtr. PP-R pipe PN-16, 50 mm dia NB, 4kg of Sodium Hypochlorite solution etc. complete will be supplied by the agency at his own cost & risk).
1
66786
66786
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
In cement mortar 1:3 ( 1 cement : 3 fine sand ).
31.65
1572
49754
... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
31.65
94
3004
... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved
steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
Door & Windows
4.68
4711
22051
... More
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
16
1205
19286
... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
100
78
7830
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
100
160
16090
... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. ix) 100 mm dia. Nominal bore
12
1466
17597
... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
100 mm dia.
1
2147
2148
... More
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
100 mm dia
2
420
841
... More
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
169
5091
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge.
40 mm thick with 20 mm well burnt brick aggregate
9
597
5377
... More
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
453
2368
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
Truss 50 mm dia
174.27
146
25478
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
476
77
36985
... More
Constructing masonry Chamber 90x90x100 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 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A). With Second Class bricks
1
20432
20433
... More
Providing and Laying of CI/DI/GI pipe
-
-
-
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 90 mm dia
1000
87
87600
... More
i.For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1100
106
117040
... More
B.For G.I. /C.l./ D.I. pipes in new work
. In all kinds of soil
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
150
133
20070
... More
i. For pipes not exceeding 90 mm dia
100
100
10040
... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A) Class - 3 ( working pressure 6.0 kg / cm2)
ii). 90 mm OD
1000
271
271400
... More
iii). 110 mm OD
600
372
223260
... More
iii). 140 mm OD
500
612
306400
... More
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
v). 90 mm dia
16
298
4779
... More
vi). 110 mm dia
10
356
3564
... More
vii. 140 mm dia
10
466
4668
... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
v) 90 mm dia
10
148
1487
... More
vi. 110 mm dia
4
174
698
... More
vii. 140 mm dia
4
250
1002
... More
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
v) 90 x 90 mm dia
8
352
2818
... More
vi. 110 x 110 mm dia
4
580
2322
... More
vii. 140 x 140 mm dia
4
818
3272
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS :8329 as per CPWD specification and direction of the Engineer - in - charge.
iii. 125 mm dia Ductile Iron Class K-7 pipes.
60
2278
136680
... More
i 80 mm dia Ductile Iron Class K-7 pipes.
100
1827
182760
... More
ii. 100 mm dia Ductile Iron Class K-7 pipes.
60
1861
111666
... More
iv. 150 mm dia Ductile Iron Class K-7 pipe
30
2602
78060
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
ii.100 mm dia
22
41
915
... More
i. 80 mm dia
36
40
1472
... More
iii.125 mm dia
22
41
920
... More
iv.150 mm dia
11
78
861
... More
Providing and fixing DI specials as per CPWD specification and direction ofthe Engineer -in-charge.
A. D.I. all socketted Bend 90 degree
i. 100 mm dia
4
2167
8669
... More
i. 80 mm dia
4
1765
7061
... More
i. 150 mm dia
4
3495
13980
... More
B.D.I. all socketted Bend 45 degree
ii.100 mm dia
4
2080
8323
... More
i. 80 mm dia
4
1482
5929
... More
iii. 125 mm dia
4
3195
12782
... More
iv. 150 mm dia
4
3418
13674
... More
F.D.I. al socketted tee
i. 80x80x80 mm dia
4
2376
9506
... More
iii. 100 x 100 x 80 mm dia
4
2784
11137
... More
V. 100 x100 x100 mm dia
4
2963
11853
... More
V. 125 x125 x80 mm dia
4
3698
14793
... More
vi. 150 x150 x80 mm dia
4
3787
15151
... More
vi. 150 x150 x100 mm dia
4
4326
17305
... More
vi. 150 x150 x150 mm dia
4
5605
22422
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
(i) 80 mm dia. A. PN-1.6
4
4319
17279
... More
(ii) 100 mm dia. A. PN-1.6
4
5561
22244
... More
iii. 125 mm dia A. PN-1.6.
4
6662
26648
... More
vi.150 mm dia.
A. PN-1.6
4
8238
32954
... More
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
iii) 100 mm dia.
2
10317
20635
... More
i. 80 mm dia
2
7853
15707
... More
iv. 125 mm dia
2
13151
26302
... More
v. 150 mm dia
2
15015
30032
... More
Providing and fixing C.I non-return valve of approved quality as per CPWD Specification and direction of the Engineer-in-charge.
iv) 100 mm nominal bore
2
7504
15010
... More
iii. 80 mm nominal bore
2
4200
8402
... More
v. 125 mm nominal bore
2
9367
18736
... More
vi. 150 mm nominal bore
2
11207
22415
... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.
A. External works
i. 15mm dia. nominal bore
200
254
50800
... More
v. 40 mm dia. nominal bore
200
549
109820
... More
vi. 50mm dia. nominal bore
400
653
261560
... More
vii. 65 mm dia. nominal bore
600
830
498000
... More
viii. 80 mm dia. nominal bore
600
1021
613140
... More
ix. 100 mm dia. nominal bore
400
1466
586560
... More
x.125 mm dia. nominal bore
200
1648
329600
... More
xi. 150 mm dia. nominal bore
250
1931
482875
... More
Providing and fixing G.I union as per CPWD specification and direction of the engineer-in-charge.
i) 15 mm dia
30
131
3930
... More
v. 40 mm dia
8
387
3097
... More
vi. 50 mm dia
8
490
3924
... More
vii. 65 mm dia
4
816
3266
... More
viii. 80 mm dia
4
962
3851
... More
ix. 100 mm dia
4
1227
4908
... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
i. 15 mm dia
1200
57
68760
... More
i) 25 mm dia
100
74
7470
... More
Providing and fixing G.I socket as per CPWD specification and direction of the engineer-in-charge.
i) 15 mm dia
60
78
4716
... More
v. 40 mm dia
12
133
1603
... More
vi. 50mm dia
12
168
2022
... More
vii. 65 mmdia
8
213
1706
... More
viii. 80mm dia
5
241
1205
... More
ix. 100 mm dia
5
319
1597
... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per CPWD specification and direction of the engineer-in-charge.
a) 15 mm nominal bore.
30
382
11481
... More
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 50x40 mm dia
4
172
688
... More
v. 110x90 mm dia
4
321
1284
... More
vi. 140 x 110 mm dia
4
426
1707
... More
vi. 140x90 mm dia
4
395
1583
... More
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
i. 150 mm dia
83
688
57162
... More
ii. 125 mm dia
67
583
39061
... More
iii. 100 mm dia
133
495
65875
... More
iv. 80 mm dia
200
440
88080
... More
v. 65 mm dia
200
385
77120
... More
vi. 50 mm dia
133
332
44196
... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i. 40 mm dia with 15 mm dia opening
4
362
1451
... More
i. 50 mm dia with 15 mm dia opening
6
384
2308
... More
v. 90 mm dia with 15 mm dia opening
10
447
4477
... More
vi. 110mm dia with 15 mm dia opening
10
528
5282
... More
xi. 140 mm dia with 15 mm dia opening
3
589
1769
... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia 150 mm long
30
68
2058
... More
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
vii. 40 x15 mm dia
4
169
677
... More
x. 50 x15 mm dia
6
227
1363
... More
xiv. 65 x 15 mm dia
10
292
2927
... More
xix. 80 x 15 mm dia
10
397
3972
... More
xxiv. 80x65 mm dia
4
404
1618
... More
xxviii. 100 x 80 mm dia
4
574
2298
... More
xxxiii. 125 x 100 mm dia
4
711
2844
... More
xxxxv. 150 x 100 mm dia
4
828
3312
... More
Providing and fitting fixing PVC /plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
i. 15 mm dia PVC /plastic bib cock
30
119
3582
... More
Construction of boundary wall
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
141.75
231
32829
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
94.5
161
15243
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
9.15
1177
10772
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 20 mm nominal size
9.15
10570
96721
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size)
32.58
12073
393401
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
10.32
13305
137316
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.2.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.1
13584
28527
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
43.24
333
14438
... More
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
105
391
41055
... More
iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
109.2
570
62244
... More
iv)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
61.2
496
30361
... More
b) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
2600
103
270140
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
240
1533
368040
... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using
steel etc. complete as required:-
In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
1470
142
209181
... More
12 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
285
224
63897
... More
15 mm cement plaster on the rough side of single or half brick wall of mix: In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
285
260
74271
... More
6 mm cement plaster of mix :
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
172.95
176
30474
... More
Neat cement punning.
37.5
56
2130
... More
Applying priming coats with primer of approved brandand manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
i) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
480
48
23040
... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test
Certificate issued by the Manufacturer] :
12.39.1 New work ( two or more coats applied @ 3.84 kg/10 sqm)
480
78
37584
... More
Painting with synthetic enamel paint approved brand and manufacture on old work to give an even shade [Payment shall be made after submission of test certificate issued by the manufacture two or more colour on new work
127.4
106
13619
... More
Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.
450 mm X 300 mm in all shades and design
9.6
927
8908
... More
Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge.
10.54.1 In dark shade using ordinary cement
164
834
136776
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