Public Works Department Tender
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Costs
EMD
₹ 1,39,978Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_45565_1Tender No
135/EE/PWD(DWS)/AMB/2023-24 (2nd Call)Tender 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
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-
-
-
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
0.45
4183
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
1.4
16843
12073.8
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
178.64
18561
103.9
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
0.36
4790
13305.8
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.
110.25
11455
103.9
Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner postshall be strutted on both sides and end post on one sideonly and provided with 12 horizontal lines and 2 diagonalsinterwoven with horizontal wires, fixed with GI staples, turnbuckles etc complete as per MoRT&H TechnicalSpecification clause 808.
200
131940
659.7
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Columns, piers, abutments, pillaras, posts and struts.
8.4
4139
492.7
12 mm cement plaster of mix
-
-
-
Cement mortar 1:4 (1 cement : 4 fine sand)
6
1345
224.2
Neat cement punning.
1.2
68
56.8
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
-
-
-
Water thinnable cement primer
4.8
231
48.1
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
4.8
376
78.3
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using
steel etc. complete as required:-
-
-
-
In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. Lump Sump for Gate and other miselenious work
250.55
35653
142.3
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre
12
572
47.7
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
12
1630
135.8
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
5.1
823
161.3
First class brick work in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.54
15162
9845.2
Half brick masonry work with the first class brick work in superstructure a upto floor-five level including cost of all materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.2
7974
1533.5
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.5
7038
14075.6
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.5
7890
15780.9
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
Earth Cutting For Sump Pump House
101.31
18226
179.9
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
22.93
5311
231.6
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
7.64
1233
161.3
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.
3.89
4584
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
-
-
-
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick
aggregate 40 mm nominal size)
3.92
36476
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
15.62
219805
14075.6
Reinforced cement concrete work in walls (any
thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.27
35159
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.68
26512
15780.9
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.47
5956
12591.1
Half brick masonry work with first class bricks in
superstructure 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 ).
44.1
67627
1533.5
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2417.35
251163
103.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
703.68
73112
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns etc. for mass concrete with timber plank
6
2003
333.9
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
19.6
7664
391
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
67.2
33338
496.1
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
16.32
9302
570
Weather shade, Chajjas, corbels etc., including edges
2.74
1455
531.3
12 mm cement plaster of mix
-
-
-
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
72.9
16344
224.2
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 )
77.75
20263
260.6
6 mm cement plaster of mix :
-
-
-
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
17.3
3048
176.2
Neat cement punning.
32.61
1852
56.8
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all
complete as per direction of Engineer-in-charge.
40 mm thick with 20 mm well burnt brick aggregate
13.5
8065
597.4
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
6624
453.7
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
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
21440
107.2
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
25
4038
161.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
5.76
27139
4711.7
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
24123
146.2
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
32486
1205.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
49.28
2370
48.1
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
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)
61.34
9870
160.9
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two Coats
49.28
3183
64.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by
the Manufacturer]: Two or more coats on new work
38.42
4107
106.9
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
44
5.5
Lettering with black Japan paint of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
1000
3600
3.6
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
117.75
21183
179.9
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
4.8
1112
231.6
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
40.85
6589
161.3
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.
1.96
2311
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
-
-
-
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick
aggregate 40 mm nominal size)
1.55
14399
9295.7
4.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.94
10697
11355.7
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:
-
-
-
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3.2
44972
14075.6
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-
-
-
-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
7.36
114050
15502.2
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-
-
-
-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.64
41693
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
3.04
1220
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
49.19
24403
496.1
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
16.58
12094
729.5
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
10.81
4227
391
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1098.67
114152
103.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
-
-
-
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1589.58
165157
103.9
First class brick work in foundation and plinth including cost of all materials as required complete
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.08
827
9845.2
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
8.15
12490
1533.5
6 mm cement plaster of mix :
12.4.1) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
148.29
26129
176.2
Neat cement punning.
148.29
8423
56.8
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:-
9.16.3 G.I.pipes
218.38
37779
173
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
i). 100 mm dia
A. PN-1.6
2
11122
5561.1
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A). External work
-
-
-
i) 100 mm dia nominal bore
6
8798
1466.4
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 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.
13.71
12257
894.3
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.
51.18
5486
107.2
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. 100 mm dia Ductile Iron Class K-7 pipes
5
9306
1861.1
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.
-
-
-
i)100 mm dia
4
375
93.7
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.
a) All kinds of soil
40.65
9415
231.6
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.
a) All kinds of soil
27.1
4371
161.3
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.
4.3
5067
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
a) All work upto plinth level:
-
-
-
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.45
5110
11355.7
ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt aggregate 40 mm nominal size)
3.58
33260
9295.7
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
358.67
27869
77.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
a) All work upto plinth level:
-
-
-
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.1
71786
14075.6
Reinforced cement concrete work in walls (any
thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement
-
-
-
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
20.19
312989
15502.2
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-
-
-
-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.38
5918
15780.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1249.68
129842
103.9
Centering shuttering including struttings, propping etc. and removal of form work for
-
-
-
5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
7.8
2604
333.9
5.8.3.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
151.6
75206
496.1
5.8.4.3.Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props.
3
2132
710.6
Reinforcement for R.C.C. work including straightening, ncutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
3974.69
412970
103.9
12.6.1) 6 mm cement plaster of mix
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
183.1
32261
176.2
Neat cement punning.
100
5680
56.8
First class brick work in foundation and plinth including cost of all materials as required complete
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.02
10042
9845.2
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required
ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete
161.84
23030
142.3
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:-
i) G.I.pipes.
90.87
15721
173
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.
12.3
11000
894.3
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
12.41.1 New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
100
16090
160.9
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
100
10690
106.9
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 -
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
12
1606
133.8
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100mm dia
6
4463
743.8
i) 50mm dia
2
1048
524.2
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification
and direction of the Engineer - in - charge.
-
-
-
i) 100mm dia a) PN-1.6
4
22244
5561.1
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the
walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.
-
-
-
i) 100 mm dia. nominal bore ( padel pipe )
18
26395
1466.4
ii) 50 mm dia. nominal bore ( internal connection )
20
17448
872.4
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.
-
-
-
i) 100 x 100 x 100 mm dia
2
2450
1225.1
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.
50
5480
109.6
Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
112
118841
1061.08
Labour charge for making 10 mm dia perforation in 90/110/140 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge.
112
6359
56.78
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.
-
-
-
i) 100 mm dia
10
5604
560.4
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete
as per CPWD specification and direction of the Engineer - in- charge
-
-
-
i) 110 x 110 mm dia
10
5804
580.4
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 110 mm OD
12
4465
372.1
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in- charge
-
-
-
i) 110 mm dia
2
349
174.6
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.
-
-
-
i) 100 x 100 x 40 mm dia
1
1131
1130.8
5.2.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.
-
-
-
i) 50 mm dia
1
495
494.9
Providing and placing selected sand from Local quarry ( Manu Area ) incuding spreading at site as per specification and the direction of the Engineer - in - charge.
10
21080
2108
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.
6.5
182249
28038.3
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
32.86
5911
179.9
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.
2.45
2888
1177.3
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
21.91
3533
161.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
1.89
17532
9295.7
First class brick work in foundation and plinth
including cost of all materials as required complete:-
In cement mortar 1:6 ( 1 cement : 6 fine sand ).
0.08
714
9515.2
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:
-
-
-
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4.77
67141
14075.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1098.94
114180
103.9
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-
-
-
-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.03
77899
15502.2
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-
-
-
-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.84
44834
15780.9
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.38
4772
12591.1
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
16.64
6676
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
50.25
24927
496.1
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
9.72
3799
391
Weather shade, Chajjas, corbels etc., including edges.
1.62
861
531.3
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
15.15
11050
729.5
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1589.82
165182
103.9
6 mm cement plaster of mix
-
-
-
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
170.92
31739
185.7
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
100
7830
78.3
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
100
16090
160.9
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work
100
10690
106.9
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.
-
-
-
ix) 100 mm dia. Nominal bore
6
8798
1466.4
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.
-
-
-
ix) 100 mm dia.
1
2148
2147.8
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
i). 100 mm dia
2
841
420.5
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.
-
-
-
v). 100 mm dia.
1
5561
5561.1
Neat cement punning.
50
2840
56.8
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.42
16191
11410.19
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
43.75
67084
1533.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces Door & Windows 1x1x1.20x2.10 = 2.52
1x2x0.90x1.20 = 2.16
4.68
22051
4711.7
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
5091
169.7
8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
14
2661
190.1
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all
complete as per direction of Engineer-in-charge.
40 mm thick with 20 mm well burnt brick aggregate
9
5377
597.4
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
2368
453.7
2 mm cement plaster of mix
12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
100
22420
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
109.37
28502
260.6
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
21.52
25940
1205.4
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
Truss 50 mm dia
120
17544
146.2
Supply, Installation & commissioning of 3 hp capacity DC submersible solar photovoltaic water pumping system with water output of 63000 LPD from a total head of 50 meters having PV array capacity of 3000 Wp,D.C Motor pump set etc. Module mounting structure and laying of cables of specified size, Junction boxes, laying of delivery pipe (around 50 meters) as required from the motor pump set with 5 years warrantee/guarantee from the date of commissioning (25 years warrantee /guarantee for SPV modules)
1
250000
250000
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
32.86
5911
179.9
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.
2.45
2888
1177.3
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
21.91
3533
161.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
1.89
17532
9295.7
First class brick work in foundation and plinth
including cost of all materials as required complete:-
In cement mortar 1:6 ( 1 cement : 6 fine sand ).
0.08
714
9515.2
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:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4.77
67141
14075.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all
complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1098.49
114133
103.9
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-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.03
77899
15502.2
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-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.84
44834
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
16.64
6676
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
50.25
24927
496.1
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and
cantilevers with wooden plank
9.72
3799
391
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
15.15
11050
729.5
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1589.82
165182
103.9
6 mm cement plaster of mix
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
170.92
31739
185.7
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
95
7439
78.3
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
95
15286
160.9
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work
156.37
16716
106.9
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.
-
-
-
ix) 100 mm dia. Nominal bore
6
8798
1466.4
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.
-
-
-
ix) 100 mm dia.
1
2148
2147.8
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
i). 100 mm dia
2
841
420.5
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.
-
-
-
v). 100 mm dia.
2
11122
5561.1
Neat cement punning.
50
2840
56.8
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 90 mm dia
700
61320
87.6
ii) For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
200
21280
106.4
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 50 mm.
200
22560
112.8
iv) 90 mm OD
500
135700
271.4
v) 110 mm OD
200
74420
372.1
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.
-
-
-
iv) 50 mm dia nominal bore
32
10634
332.3
v) 65 mm dia nominal bore
83
32005
385.6
vi) 80 mm dia nominal bore
8
3523
440.4
vi) 100 mm dia nominal bore
8
3962
495.3
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia. Nominal bore
50
12700
254
iii) 40 mm dia nominal bore
50
27455
549.1
iv) 50 mm dia nominal bore
100
65390
653.9
v) 65 mm dia nominal bore (for Raw water collection)
500
415000
830
vi) 80 mm dia nominal bore ( Road Crossing / Bridge)
24
24526
1021.9
vi) 100 mm dia nominal bore
24
35194
1466.4
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
v) 50 mm OD
5
950
190
v) 90 mm OD
5
1494
298.7
v) 110 mm OD
3
1069
356.4
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
90 mm OD
2
297
148.7
50 mm OD
4
408
102
110 mm dia
2
349
174.6
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
50 x 50 mm dia
3
788
262.5
90 x 90 mm dia
3
1057
352.2
110 x 110 mm dia
3
1741
580.4
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
iv) 110 x 90 mm dia
3
963
321.1
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
-
-
-
(i) 80 mm dia.
2
8639
4319.7
(ii) 100 mm dia.
2
11122
5561.1
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).
-
-
-
i) 100 mm dia.
1
10317
10317.3
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii) 100 mm nominal bore
2
15010
7504.9
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge. a) 15 mm nominal bore
35
3864
110.4
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 15 mm Nominal bore
35
4585
131
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1000 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.
-
-
-
i. For pipes not exceeding 40 mm dia
200
7840
39.2
Providing fixing and laying rigid UPVC pipes conforming to IS4985 jointing with couplars of same class conforming to IS10124 (Pt-II) with solvent cement conforming to IS14182 in/c. testing of joints complete.(but ex/c. the cost of special like bend tees etc. which will be paid seperately) as per CPWD specification and direction of the Engineer in charge
A) Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 40 mm.
200
17960
89.8
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
-
-
-
i) 15 mm dia
300
17190
57.3
i) 25 mm dia
300
22410
74.7
Providing and fixing G.I. socket as per CPWD specification
and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
35
2751
78.6
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.
35
12544
358.4
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
110 mm dia with 15 mm dia opening
10
5282
528.2
90 mm dia with 15 mm dia opening
15
6716
447.7
50 mm dia with 15 mm dia opening
5
1924
384.7
40 mm dia with 15 mm dia opening
5
1814
362.7
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - mcharge.
-
-
-
15 mm dia 225 mm long
35
2611
74.6
15 mm dia 75 mm long
35
2244
64.1
Providing & installation of necessary arrangement of disinfection of clear water by clorination through metering pump in/c all necessary equitments complete as per specification and direction of the Engineer-in-charge(1 no. metering pumpwith motor 0.3 to 30 Iph capacity of swellore/milton ray/toscon jesco make 1 no. 50 ltr. capacity SS solution tank of 5 mm shell thickness with 6 mm bottom plate, 1 no DOL Motor starter of L & T /BCH make 3 phase,50 hz,415 volt,10 meter PP-R pipe PN-16,50 mm dia N8,4 kg of sodium hypochloridesolution etc. complete will be supplied by the agency at his own cost & risk.
1
56680
56680
Providing and fixing G.I. Full way valve as per CPWD
specification and direction of the Engineer - in - charge.
-
-
-
iv) 50 mm dia
5
2621
524.2
vi) 40 mm dia
5
2352
470.4
vi) 80 mm dia
2
1350
675.1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
7.34
78851
10742.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
230
23897
103.9
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