Public Works Department Tender
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Costs
EMD
₹ 1,44,020Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_36389_1Bid Award Id
ViewTender No
108/EE/PWD(DWS)/AMB/2022-23Tender 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
... More
iii)above 6 m depth
For well = 1x3.14/4x4.00x4.00x3 = 37.68
37.68
19311
512.5
... 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
-
-
-
... More
For around the wall of well = 1x3.14/4 [(4.00x4.00)-(3.50x3.50)] x9=30.76 cum
26.49
3187
120.3
... 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 stone aggregate 40 mm nominal size)
2.4
22830
9512.3
... 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)
1.92
21071
10974.6
... 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 stoneaggregate 20 mm nominal size)
7.34
88824
12104.7
... 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 stoneaggregate 20 mm nominal size)
3.22
37958
11791.9
... 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
1559.63
121963
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for: Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
-
-
-
... More
Column upto plinth of well= 1x 4 x 4 x 0.25 x 11 = 44 sqm
Above Top slab=1x2x4x0.25x3.00=6.00 sqm
Total=50 sqm
50
23115
462.3
... More
5.9.5.1)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
27.48
10583
385.2
... More
5.9.4.2 Suspended floors, roofs, landings, alconies and access platform with 12 mm thick shuttering ply
7.06
3805
539
... 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).
18.38
163387
8888.4
... More
12 mm cement plaster of mix. In cement mortar 1 : 4 (1 cement : 4 fine sand)
103.62
18113
174.8
... 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)
28.26
5738
203.04
... More
Extra for plastering on circular work not exceeding 6 m in radius complete. In one layer
131.88
2651
20.1
... More
6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
7.06
967
136.9
... More
Neat cement punning.
110.68
4992
45.1
... More
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8
16.19
68502
4231.1
... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- G.I.pipes.
210
28980
138
... More
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
800
72960
91.2
... More
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
95
10678
112.4
... More
Providing & laying of 2nd class bats apron laid in wire crates made with 4 mm dia GI wire conforming to IS:280 & IS:4826 in 100/100 mm mesh weabed diagonally in/c 10% etc for laps and joint laid with 2nd class bats as per drawing.
44.37
115089
2593.96
... 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 CPWD specification and direction of the Engineer - in - charge.External work.
-
-
-
... More
i) 50 mm dia. nominal bore
24
16562
690.1
... More
i) 100 mm dia. nominal bore infiltration well to aerator(Rising line)
60
76146
1269.1
... More
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness) by welding with G.I. / MS pipe and placing position as perspecification and the direction of the Engineer-in-charge
-
-
-
... More
i. 100 mm dia
100
39590
395.9
... More
iii. 100 mm dia
60
23754
395.9
... More
ii) 50 mm dia
8
2116
264.5
... More
Supplying and fitting fixing of bolts and nuts and rubber insertion as per requirement for fitting fixing of GI flanged MS clamps etc. complete as per direction of the Engineer in charge.
-
-
-
... More
i) 12 mm dia /16 mm dia (full threaded)
250
20000
80
... More
ii) rubber insertion 100 mm dia
100
4500
45
... More
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.
A.'CM' Casing pipe
-
-
-
... More
i) 100 mm dia
24
18511
771.3
... More
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 100 mm dia
8
3596
449.5
... 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. i. 25 HP/18.5 kw Relay range within 13-21 + 10%
2
28640
14320
... More
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.(for KIOKS BOX)
102.32
9332
91.2
... More
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.
i) 6.0 sqmm
120
34188
284.9
... 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
16780
8390.2
... 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.
i) 150 mm dia
22
43597
1981.7
... More
Providing & installation and commissioning of 2500 GPH capacity 120 mtr head water lubricated submersible pump with 3Ph, 415 V AC 7.5 HP motor with star delta connection upto the depth of 30 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 necessery rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessery electrical connection with main switch/starter with motor in/c commissiong & trail run as per direction of the Engineer in-Charge
2
140044
70022
... 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.
1 x 0.78 x 2.55 x 2.55 x 1.80 =9.13 cum
9.13
1548
169.5
... 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.
1 x 0.78 x 2.55 x 2.55 x 0.10 =0.51 cum
0.51
453
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
2.26
22321
9872.1
... 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:
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.8
22621
12581
... 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-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.8
10893
13581.9
... 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-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.19
30402
13894.7
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns.
1.2
286
238.6
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with steel formwork
3.5
1115
318.5
... More
Circular Columns with ply shutters
4.81
2689
559.1
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
17.52
9443
539
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
11.72
4336
370
... More
Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or
more.
718.2
56163
78.2
... More
6 mm cement plaster of mix
-
-
-
... More
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
45.49
6228
136.9
... 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 Manufacturer] :
-
-
-
... More
New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
33.89
6470
190.9
... 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
737
120.3
... 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.
-
-
-
... More
xi). 150 mm dia
6
11924
1987.4
... 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iv). 150 mm dia
2
13935
6967.3
... More
Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
v. 125 mm nominal bore
1
7465
7464.7
... More
iv). 150 mm nominal bore
1
8931
8930.5
... 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.
-
-
-
... More
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
55
5489
99.8
... 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.
-
-
-
... More
ii. 100 mm dia
55
72787
1323.4
... 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.
-
-
-
... More
iv). 150 mm dia
10
1160
116
... More
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iii) 150 mm dia
2
5304
2652
... More
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iv). 150 mm dia
5
709
141.8
... 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.
-
-
-
... More
All kinds of soil
By manual means
19.23
3259
169.5
... More
upplying 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
3417
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-
-
-
... More
4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
3.85
38008
9872.1
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
5.1.2 )1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
6.15
67494
10974.6
... 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-
-
-
-
... More
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
8.7
102590
11791.9
... 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-
-
-
-
... More
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
5.22
63223
12104.7
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
... More
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2500
195500
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
48.51
13044
268.9
... More
5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
20.91
7737
370
... More
6 mm cement plaster of mix :
-
-
-
... More
12.4.2 Cement mortar 1:4 (1 cement : 4 fine sand)
195.18
26720
136.9
... More
12.5 Neat cement punning
195.18
8803
45.1
... 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.
-
-
-
... More
150 mm dia
198
29858
150.8
... 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.
-
-
-
... More
ii). 150 mm dia
36
4176
116
... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
150 mm dia
5
709
141.8
... 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.
-
-
-
... More
150 mm dia.
2
13935
6967.3
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
D.I. Flanged Socketted tail piece
150 mm dia
2
3972
1986.1
... More
D.I. Flanged Spigotted tail piece
150 mm dia
2
6819
3409.6
... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete.
41.32
7888
190.9
... 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.
-
-
-
... More
50 mm dia. nominal bore
60
30948
515.8
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
50 mm dia
10
1270
127
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
50 mm dia
5
1917
383.4
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
50 mm dia
4
1671
417.7
... More
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
100
700
7
... 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
6969
134.9
... 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
8827
169.5
... 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
3355
887.5
... More
Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering -
-All work upto plinth level:
-
-
-
... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt
brick aggregate 40 mm nominal size)
3.78
30526
8075.6
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
... More
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2408.05
188310
78.2
... 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:
-
-
-
... More
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
7.17
78644
10974.6
... 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-
-
-
-
... More
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
13.63
160771
11791.9
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
A) Foundations, footings, bases for columns etc. for mass concrete with timber plank
6.36
1710
268.9
... More
B) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
146.44
54183
370
... More
6 mm cement plaster of mix :
-
-
-
... More
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
137.84
18870
136.9
... More
Neat cement punning.
-
-
-
... More
Qnty sane as plastering= 137.84 sqm
137.84
6217
45.1
... 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.
-
-
-
... More
150 mm dia
22
3318
150.8
... 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.
-
-
-
... More
ii). 150 mm dia
4
464
116
... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
150 mm dia
6
851
141.8
... 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.
-
-
-
... More
150 mm dia.
5
34837
6967.3
... More
100 mm dia.
5
22799
4559.7
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
150 mm dia
5
9931
1986.1
... More
100mm dia
5
7064
1412.8
... More
150 mm dia
5
13633
2726.5
... More
100 mm dia.
5
7777
1555.3
... More
150 mm dia
5
13260
2652
... More
100 mm dia
5
8229
1645.7
... 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
301837
22694.5
... 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
266679
23842.6
... 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
47298
31531.9
... 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.
-
-
-
... More
50 mm dia. nominal bore
50
25790
515.8
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
50 mm dia
9
1143
127
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
50 mm dia
4
1534
383.4
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
50 mm dia
2
835
417.7
... More
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
100
700
7
... 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
6969
134.9
... 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
36.94
6261
169.5
... 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.
2.46
2186
887.5
... 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)
4.93
39772
8075.6
... 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:
-
-
-
... More
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
8.03
101063
12581
... 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-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3.57
48433
13581.9
... 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-
-
-
-
... More
5.3.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.88
81645
13894.7
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.18
1393
268.9
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
91.56
49351
539
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
181.42
67125
370
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
7.91
3047
385.2
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
... More
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2500
195500
78.2
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
... More
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.47
4204
8888.4
... More
12 mm cement plaster of mix
-
-
-
... More
12.1.2) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
1.89
330
174.8
... More
6 mm cement plaster of mix :
-
-
-
... More
12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
134.55
19442
144.5
... More
Neat cement punning.
62.33
2811
45.1
... More
Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete.
52.6
10041
190.9
... 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.
12.31
1481
120.3
... 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.
-
-
-
... More
ii). 100 mm dia
30
3129
104.3
... 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.
-
-
-
... More
ii). 100 mm dia
5
378
75.6
... More
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 100 mm dia
2
3291
1645.7
... More
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 100 mm dia
5
378
75.6
... 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.
-
-
-
... More
100 mm dia.
2
9119
4559.7
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
D.I. Flanged Socketted tail piece
100mm dia
2
2826
1412.8
... More
D.I. all socketted Bend 90 degree
100 mm dia
2
3291
1645.7
... 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
90
12141
134.9
... 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
31.32
5309
169.5
... 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
10.44
1256
120.3
... 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.
6.4
5682
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
-
-
-
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.77
18508
10456.6
... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone
aggregate 20 mm nominal size)
5.61
55333
9872.1
... 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 )
4.65
41331
8888.4
... 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 ).
5.08
51493
10136.49
... 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 1:4 ( 1 cement : 4 fine sand ).
52.77
71924
1363.1
... 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.
24.27
19671
810.5
... 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:
5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) Column Footing- ( Including Supporting Column) 6 x 1.50 x 1.50 x 0.15 = 2.025 cum 6 x 1.5 x 1/2 x (1.50 + 0.25) x 0.35 = 2.76 cum
Plinth beam 1 x 15.50 x 0.25 x 0.25 = 0.97 cum Total = 5.755 cum
5.76
63159
10974.6
... 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- 5.2.2.2) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) Column- 4 x 0.25 x 0.25 x 5.4 = 1.35 cum Supporting Column 2 x 0.25 x 0.25 x 6.40 = 0.80 cum Total = 2.15 cum
2.15
25353
11791.9
... 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) Chajja 3 x 1.50 x 0.50 x 0.125 = 0.281 cum Lintel 1 x 15.50 x 0.125 x 0.15 =0.291 cum Total= 0.572 cum
0.57
6924
12104.7
... 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
700
54740
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank Column footing 6 x 4 x 1.50 x 0.15 = 5.4 sqm
5.4
1452
268.9
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank Plinth Beam 2 x 15.50 x 0..25 = 7.75 sqm
Lintel 2 x 15.50 x 0.15 = 4.65 sqm
Total = 12.10 sqm
12.1
4661
385.2
... More
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank Column 4 x 4 x 0.25 x 5.40 = 15.36 sqm Supporting column 2 x 4 x 0.25 x 6.4 = 12.8 sqm Total =-28.16 sqm
28.16
13601
483
... More
Weather shade, Chajjas, corbels etc., including edges Chajjas 3 x 1.50 x 0.50 = 2.25 sqm
2.25
940
417.7
... More
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
73.98
12932
174.8
... 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 )
49.28
10024
203.4
... More
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
16.66
2407
144.5
... More
Neat cement punning.
28.63
1291
45.1
... More
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) 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.
14.63
7701
526.4
... 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
14.6
5145
352.4
... More
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
725
76.5
... 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.
200
16460
82.3
... More
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
2691
122.3
... More
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
20464
4159.3
... 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
165
20279
122.9
... More
Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge.
i) 150 mm dia
6.3
8910
1414.3
... 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
26.95
23174
859.9
... More
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
49.28
1848
37.5
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on 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 complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
61.34
7324
119.4
... 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]
49.28
2449
49.7
... More
Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
38.42
3181
82.8
... 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
35
4.4
... More
Lettering with black japan paint of approved brand and manufacture on new work.
1000
2800
2.8
... 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..
1
7847
7847.4
... 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
7680
256
... 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%
1
22523
22522.8
... 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
1
8390
8390.2
... 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
1
4298
4298.4
... 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
1910
954.8
... 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
3343
1671.4
... 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.
1
213
212.8
... 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
1
573
572.7
... 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
18492
18492
... More
Providing & installation and commissioning of 2500 GPH capacity 120 mtr head water lubricated submerssible pump with 3Ph, 415 V AC 7.5 HP motor with star delta connection upto the depth of 30 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
2
140044
70022
... 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.
-
-
-
... More
i) 100 mm dia. nominal bore
400
464920
1162.3
... More
ii) 80 mm dia. nominal bore
400
323280
808.2
... More
iii) 50 mm dia. nominal bore
300
154740
515.8
... More
iv) 40 mm dia. nominal bore
300
129750
432.5
... More
v) 150 mm dia. Nominal bore
300
460140
1533.8
... More
vi) 15 mm dia. Nominal bore
1000
220900
220.9
... 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
-
-
-
... More
(i) 80 mm dia.
4
13670
3417.6
... More
(ii) 100 mm dia.
3
13679
4559.7
... More
(iii) 150 mm dia.
2
13935
6967.3
... More
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge. ii) 100 mm nominal bore
2
11960
5980
... More
Providing and fixing CI (long handle) bib-cock as per chapter 20 of CPWD specification and direction of Eng-in-charge. a) 15 mm nominal bore
100
8770
87.7
... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
i) 15 mm Nominal bore
100
9850
98.5
... More
ii) 32 mm Nominal bore
20
6024
301.2
... More
iii) 40 mm Nominal bore
20
6024
301.2
... More
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
i) 15 mm Nominal bore
100
6880
68.8
... 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.
-
-
-
... More
i)150 mm dia
66
36307
550.1
... More
ii) 100 mm dia.
66
26129
395.9
... More
iii) 80 mm dia.
100
35220
352.2
... More
iv) 50 mm dia.
100
26450
264.5
... 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.
-
-
-
... More
i) 100 mm dia.
10
17232
1723.2
... More
ii) 80 mm dia.
3
4779
1593.1
... More
iii) 50 mm dia.
8
3220
402.5
... More
iv) 40 mm dia.
10
2818
281.8
... More
v) 150 mm dia.
6
11924
1987.4
... More
vi) 15 mm dia.
200
18040
90.2
... More
Providing and fixing G.I. Unequal Tee with the pipe line
including testing of joints complete as per CPWD specification
and direction of the Engineer - in - charge
-
-
-
... More
i) 150 x 150 x 150 mm dia
2
2065
1032.7
... More
ii) 100 x 100 x 100 mm dia
2
1993
996.7
... More
iii) 80 x 80 x 80 mm dia
2
1414
707.2
... More
iv) 50 x 50 x 50 mm dia
20
6686
334.3
... More
v) 40 x 40 x 40 mm dia
10
2431
243.1
... More
vi) 15 x 15 x 15 mm dia
50
5390
107.8
... More
Welding by gas or electric plant including transportion of
plant at site etc. complete as per standard design.
10000
29000
2.9
... 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 chapter 20 of CPWD specification and direction of the engineer-in-charge. a) 10 mm nominal bore.
100
29630
296.3
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