Public Works Department Tender
... More
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Costs
EMD
₹ 1,38,501Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_39643_1Bid Award Id
ViewTender No
20/EE/PWD(DWS)/AMB/2023-24Tender 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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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
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
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.
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.
D.I. Flanged Socketted tail piece
-
-
-
... 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
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.
19.23
3259
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.
3.85
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
150 mm dia
2
3972
1986.1
... More
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 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:
-
-
-
... More
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
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
i). 100 mm dia Ductile Iron Class K-7 pipes.
30
42516
1417.2
... 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
i). 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
i) 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
i) 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
260
35074
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
39.63
6717
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
26.42
3178
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.
6.83
6062
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
4.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
5.4
56466
10456.6
... More
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
7.13
70388
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 )
4.98
44229
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 ).
8.25
83626
10136.49
... More
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials asrequired complete:-6.10.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
8.1
9622
1187.9
... 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 ).
66.78
91028
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.
11.5
9321
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)
6.17
67658
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)
1.35
15919
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)
0.79
9526
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
850
66470
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
17.6
6780
385.2
... More
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
32.4
15649
483
... More
Weather shade, Chajjas, corbels etc., including edges Chajjas 4 x 1.50 x 0.60 =3.60 sqm
3.6
1504
417.7
... More
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
81.21
14196
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 )
56.88
11569
203.4
... More
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
21.43
3096
144.5
... More
Neat cement punning.
40.45
1824
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.
26.81
14113
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
-
-
-
... More
Skirting inside wall 1 x (22.00 - 1.20 ) x 0.30 = 6.24 sqm
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.
300
24690
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
402
49406
122.9
... 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
43.31
37242
859.9
... More
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
56.88
2133
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]
81.21
9696
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]
56.88
2827
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.
i. 25 HP/18.5 kw Relay range within 13-21 + 10%
2
28640
14320
... 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
16780
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
2
8597
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
Supplying & installation of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 65 / 80 / 100 / 125 mm dia GI pipe welded with 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.
i. 2500 GPH Capacity 100.00m head
2
173754
86877
... 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
Supplying & installation of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 65 / 80 / 100 / 125 mm dia GI pipe welded with 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
i. 2500 GPH Capacity 100.00m head
2
173754
86877
... More
Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides where required, ramming of bottom, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipelines in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification & direction of the Engineer in charge.
-
-
-
... More
i) for pipes not exceeding 90 mm dia
500
32650
65.3
... 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
(a) 80 mm dia.{P.N-1.6}
2
6835
3417.6
... More
(b) 65 mm dia.{P.N-1.0}
2
6150
3074.9
... More
(c) 50 mm dia.{P.N-1.0}
2
5765
2882.5
... More
Constructing masonry chember 120x120x100 cm , inside with brick work in cement mortar 1:4(1cement:4fine sand) for sluice valve, with CI surface box 100 mm top diameter, 160 mm bottom dia and 180 mm deep (inside)with chian lead and RCC top slab 1:2;4 mix(1cement:2fine sand:4 graded stone aggregate 20mm nominal size) necessary excavating foundation concrete 1:5:10(1cement:5fine sand:10 graded stone 40 mm nominal size) and inside platering with cement mortar 1:3(1cement:3fine sand) 12 mm thick finishing with a floating coat of neat cenet complete as per standard degine, CPWD specification and direction of the Engineer-in-charge.
-
-
-
... More
a)with first class brick
2
36742
18371.2
... More
Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.
-
-
-
... More
B)By manual means
30
14004
466.8
... More
Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
-
-
-
... More
i)15 mm dia
50
4510
90.2
... More
ii)25 mm dia
20
2662
133.1
... More
iii)40 mm dia
10
2818
281.8
... More
iv)50 mm dia
10
4025
402.5
... More
v)65 mm dia
10
9850
985
... More
vi)80 mm dia
5
7966
1593.1
... More
Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
-
-
-
... More
i) 25x15 mm
4
439
109.7
... More
ii) 40x25 mm
4
596
148.9
... More
iii) 40x15 mm
4
586
146.6
... More
iv) 50X40 mm
4
793
198.2
... More
v) 65x50 mm
3
755
251.5
... More
vi) 80x65 mm
3
1012
337.3
... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i. 15x15x15 mm dia
3
323
107.8
... More
ii. 25x25x25 mm dia
5
906
181.1
... More
iii. 40x40x40 mm dia
5
1216
243.1
... More
iv. 50x50x50 mm dia
3
1003
334.3
... More
v. 65x65x65 mm dia
3
1615
538.2
... More
vi. 80x80x80 mm dia
3
2122
707.2
... More
Providing and fixing of CI non-return valve of approved quality as per chapter clause 201 of CPWD and as per direction of Engineer in charge.
-
-
-
... More
iii) 80 mm dia.
1
3347
3346.9
... More
Providing & fixing CI bibcock (long handle) as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
... More
(i) 15 mm dia.
50
4385
87.7
... More
Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge.
-
-
-
... More
i)40 mm dia
2
750
374.8
... More
ii)50 mm dia
2
835
417.7
... More
iii)65 mm dia
1
486
486.2
... More
Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
... More
i.10 mm nominal bore
50
14815
296.3
... More
Providing & fixing of GI socket as CPWD specification & direction of incharge.
-
-
-
... More
i)15 mm dia
50
3440
68.8
... More
Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design.
1000
2900
2.9
... More
Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge
-
-
-
... More
(i) 15mm dia
50
4925
98.5
... More
(ii) 25mm dia
10
1670
167
... More
(iii) 40 mm dia
20
6024
301.2
... More
(iv) 50 mm dia
20
7668
383.4
... More
(v) 65 mm dia
20
12820
641
... More
(vi) 80 mm dia
10
7571
757.1
... More
Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
... More
(i) 15mm dia 75mm long
50
2510
50.2
... More
(ii) 15mm dia 225mm long
50
2930
58.6
... 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 & direction of the Engineer-in-charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
... More
i. 50 mm OD.
300
27750
92.5
... More
ii. 40 mm OD.
200
14560
72.8
... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).
-
-
-
... More
i) 15 mm dia.
50
2135
42.7
... More
ii) 25 mm dia.
50
2800
56
... More
Providing & fixing GI pipes medium class as per IS 1239 with latest ammedment complete GI fitting in/c trenching & refilling cutting & making good the well etc. complete sa per CPWD specification & direction of the Engineer in charge.
A. External Work
-
-
-
... More
i) 15 mm dia nominal bore
50
9875
197.5
... More
ii) 25 mm dia nominal bore
30
9396
313.2
... More
iii) 40 mm dia nominal bore
250
108125
432.5
... More
iv) 50 mm dia nominal bore
1000
515800
515.8
... More
v) 65 mm dia nominal bore
600
393300
655.5
... More
vi) 80 mm dia nominal bore
500
404100
808.2
... More
Providing & fitting fixing GI flanged(10mmwall thickness) by welding with GI-MS pipe and placning position as per direction of the Engineer in charge.
-
-
-
... More
i) 80 mm dia
50
17610
352.2
... More
ii) 65 mm dia
80
24664
308.3
... More
iii) 50 mm dia
100
26450
264.5
... More
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
3000
30000
10
... 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) By manual means
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.
0.51
453
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:
4.1.13) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
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
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.8
22404
12460.6
... 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
5.2.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.87
11776
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
5.3.1.1) 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
4.3.1) 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 timber plank
3.5
941
268.9
... More
5.8.6.4 Circular Columns with ply shutters
4.81
2689
559.1
... More
5.9.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
17.52
9443
539
... More
5.9.3) 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 upto floor five level.
-
-
-
... More
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
780
60996
78.2
... More
6 mm cement plaster of mix :
-
-
-
... More
12.4.1 Cement mortar 1:3 (1 cement : 3 fine sand)
45.49
6573
144.5
... 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.
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.
6.13
737
120.3
... 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.
-
-
-
... More
xi). 150 mm dia. nominal bore
12
22686
1890.5
... 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
xi). 150 mm dia
2
3975
1987.4
... 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 ).
-
-
-
... More
i). 150 mm dia
2
1432
716.2
... 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
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 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
99
9880
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 Ductile Iron Class K-7 pipes.
44
62357
1417.2
... More
iii. 125 mm dia Ductile Iron Class K-7 pipes.
22
38179
1735.4
... More
iv. 150 mm dia Ductile Iron Class K-7 pipes.
44
87195
1981.7
... More
v. 200 mm dia Ductile Iron Class K-7 pipes.
11
28063
2551.2
... 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
8
605
75.6
... More
iii. 125 mm dia
4
318
79.5
... More
iv). 150 mm dia
8
928
116
... More
v. 200 mm dia
2
352
176.2
... 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
iv). 200 mm dia
5
22463
4492.6
... More
iii) 150 mm dia
2
5189
2594.4
... More
150 x 125/100 mm dia
1
2078
2078.4
... 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
i) 200 mm dia
7
1323
189
... More
ii) 150 mm dia
7
993
141.8
... More
iii) 125 mm dia
3
312
104
... More
iv) 100 mm dia
7
529
75.6
... More
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 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 First class bricks
2
28257
14128.5
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