Public Works Department Tender
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Costs
EMD
₹ 89,050Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEDWS_48376_1Bid Award Id
ViewTender No
130/EE/PWD(DWS)/AMB/2023-24 (3rd 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
... 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.
0.86
1012
1177.3
... 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 20 mm nominal size)
0.86
8547
9938.6
... More
First class brick work in foundation and plinth
including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand )
5.44
53558
9845.2
... More
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 ).
1.54
17572
11410.19
... 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.
9
8049
894.3
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.53
6339
12073.8
... 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)
0.58
7893
13584.5
... More
A) 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
60
6234
103.9
... More
B)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
550
57145
103.9
... 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
5.4
1803
333.9
... More
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12.1
4731
391
... More
c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
2.12
1208
570
... More
d) Weather shade, Chajjas, corbels etc., including edges
2.25
1195
531.3
... 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 ).
28.75
44088
1533.5
... More
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
36.73
8235
224.2
... 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 )
54.07
14091
260.6
... More
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
5.44
959
176.2
... More
Neat cement punning.
17.86
1014
56.8
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone 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. i) 40 mm thick with 20 mm stone aggregate
14.63
8987
614.3
... More
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
... 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.
12
1286
107.2
... 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.
Fixed to steel windows by welding.
100
16150
161.5
... 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
27638
5617.5
... 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
24123
146.2
... More
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
... 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]
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)
50.51
8127
160.9
... More
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two Coats
36.73
2373
64.6
... More
Lettering with black japan paint of approved brand and manufacture on new work.
600
2160
3.6
... 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
82.88
14910
179.9
... 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
23.97
5551
231.6
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.74
2053
1177.3
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
1.55
14390
9295.7
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3.5
49307
14075.6
... 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.
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.03
93401
15502.2
... More
Beam on top of circular wall
2.7
42656
15780.9
... More
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
1048.09
108897
103.9
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
297.33
30893
103.9
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.09
925
9845.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with steel formwork
26.44
8828
333.9
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
55.25
27408
496.1
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
10.03
3923
391
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
12.56
7248
577.1
... More
stairs (excluding landings) except spiral-staircases with
wooden plank
3.34
1970
590.2
... More
6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.
Cement mortar 1:3 (1 cement : 3 fine sand)
88.04
15513
176.2
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the
Manufacturer]: Two or more coats on new work
38.46
4111
106.9
... 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 liftupto 1.5 m.
-All kinds of soil
15.98
2578
161.3
... 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.100 mm dia Ductile Iron Class K-7 pipes.100 mm dia Ductile Iron Class K-7 pipes.
18
33500
1861.1
... 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.
a) All kinds of soil
40.65
9415
231.6
... 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.
a) All kinds of soil
27.1
4371
161.3
... 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.
4.3
5067
1177.3
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
a) All work upto plinth level:
-
-
-
... More
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.45
5110
11355.7
... More
ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt aggregate 40 mm nominal size)
3.65
33966
9295.7
... More
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
... More
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:
-
-
-
... More
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.1
71786
14075.6
... 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
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
21.88
339111
15502.2
... 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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.38
5918
15780.9
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
... More
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1249.68
129842
103.9
... 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
7.99
2668
333.9
... More
5.8.3.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
148.16
73500
496.1
... More
5.8.4.3.Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props.
3
2132
710.6
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more
3974.69
412970
103.9
... More
12.6.1) 6 mm cement plaster of mix
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
179.66
31656
176.2
... More
Neat cement punning.
100
5680
56.8
... More
First class brick work in foundation and plinth including cost of all materials as required complete
-
-
-
... More
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.02
10042
9845.2
... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required
ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete
161.84
23030
142.3
... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-
i) G.I.pipes.
90.87
15721
173
... 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.
12.3
11000
894.3
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
12.41.1 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
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
100
10690
106.9
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each
deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -
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
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 100mm dia
6
4463
743.8
... More
i) 50mm dia
2
1048
524.2
... 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 CPWD specification
and direction of the Engineer - in - charge.
i) 100mm dia a) PN-1.0
4
20267
5066.7
... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the
walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
A) External work. i) 100 mm dia. nominal bore ( padel pipe )
12
17597
1466.4
... More
ii) 50 mm dia. nominal bore ( internal connection )
12
10469
872.4
... 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.
i) 100 x 100 x 100 mm dia
2
2450
1225.1
... More
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as
required.
50
5480
109.6
... More
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
90
95497
1061.08
... More
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
... More
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i) 100 mm dia
10
5604
560.4
... More
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in- charge
i) 110 x 110 mm dia
10
5804
580.4
... 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 thecost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A) Class - 3 ( working pressure 6.0 kg / cm2)
i) 110 mm OD
12
4465
372.1
... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in- charge
i) 110 mm dia
2
349
174.6
... More
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i) 100 x 100 x 40 mm dia
1
1131
1130.8
... More
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
... 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.
10
271227
27122.7
... 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.
6.5
182249
28038.3
... 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
32.86
7610
231.6
... 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.
2.45
2888
1177.3
... 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
21.91
3533
161.3
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brickaggregate 40 mm nominal size)
1.89
17532
9295.7
... More
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
... 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:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4.77
67141
14075.6
... More
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
... 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-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.03
77899
15502.2
... 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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.84
44834
15780.9
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.38
5004
13204.3
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
16.64
6676
401.2
... More
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
50.25
24927
496.1
... More
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
9.72
3799
391
... More
Weather shade, Chajjas, corbels etc., including edges.
1.62
861
531.3
... More
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
15.15
11050
729.5
... 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
1589.82
165182
103.9
... More
6 mm cement plaster of mix
-
-
-
... More
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
170.92
31739
185.7
... More
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
132.01
10336
78.3
... More
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
132.01
21240
160.9
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work
132.01
14112
106.9
... More
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.
-
-
-
... More
ix) 100 mm dia. Nominal bore
12
17597
1466.4
... 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
ix) 100 mm dia.
1
2148
2147.8
... More
Neat cement punning.
50
2840
56.8
... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm\ width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701.
4.32
23079
5342.3
... More
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
... More
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 ).
35.42
54317
1533.5
... More
Providing and fixing 1mm thick M.S. sheet door with mframe 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
... More
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
5091
169.7
... More
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
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge. 40 mm thick with 20 mm well burnt brick aggregate
9
5377
597.4
... 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
5.22
2368
453.7
... More
12 mm cement plaster of mix
12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
80.2
17981
224.2
... More
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 )
78.2
20379
260.6
... 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
24.2
29171
1205.4
... 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
174.27
25478
146.2
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
476
36985
77.7
... More
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A). With Second Class bricks
1
20433
20432.9
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 90 mm dia
370
32412
87.6
... More
B). For G.I. / C.I. / D.I. pipes in new work
i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
6
803
133.8
... More
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 50 mm.
340
38352
112.8
... More
iv) 90 mm OD
30
8142
271.4
... More
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
... More
iv) 50 mm dia nominal bore
230
76429
332.3
... More
v) 65 mm dia nominal bore
4
1542
385.6
... More
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
... More
i) 15 mm dia. Nominal bore
6
1524
254
... More
iii) 40 mm dia nominal bore
6
3295
549.1
... More
iv) 50 mm dia nominal bore
690
451191
653.9
... More
v) 65 mm dia nominal bore (for Raw water collection)
12
9960
830
... More
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
... More
v) 50 mm OD
5
950
190
... More
v) 90 mm OD
20
5974
298.7
... More
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
90 mm OD
4
595
148.7
... More
50 mm OD
4
408
102
... More
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
... More
50 x 50 mm dia
2
525
262.5
... More
90 x 90 mm dia
2
704
352.2
... More
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i. 100 mm dia Ductile Iron Class K-7 pipes
6
11167
1861.1
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 100 mm dia
4
375
93.7
... More
Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 100 mm dia
3
296
98.8
... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iii) 100 mm dia
1
2167
2167.3
... More
iii) 100 mm dia
1
2081
2080.7
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
-
-
-
... More
(i) 80 mm dia.
2
8550
4274.9
... More
(ii) 100 mm dia.
2
10133
5066.7
... More
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 ).
-
-
-
... More
i) 100 mm dia.
1
10317
10317.3
... More
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 100 mm nominal bore
1
7505
7504.9
... More
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
... More
a) 15 mm nominal bore
17
1877
110.4
... More
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
i) 15 mm Nominal bore
17
2227
131
... More
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.
-
-
-
... More
i. For pipes not exceeding 40 mm dia
60
2352
39.2
... More
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)
-
-
-
... More
i) 40 mm.
60
5388
89.8
... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will
be paid separately).
-
-
-
... More
i) 15 mm dia
120
6876
57.3
... More
i) 25 mm dia
60
4482
74.7
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 15 mm dia
17
1336
78.6
... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge. a) 10 mm nominal bore.
17
6093
358.4
... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
90 mm dia with 15 mm dia opening
10
4477
447.7
... More
50 mm dia with 15 mm dia opening
5
1924
384.7
... More
40 mm dia with 15 mm dia opening
2
725
362.7
... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
... More
15 mm dia 225 mm long
10
746
74.6
... More
15 mm dia 75 mm long
7
449
64.1
... More
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
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iv) 50 mm dia
5
2621
524.2
... More
vi) 40 mm dia
5
2352
470.4
... More
vi) 80 mm dia
2
1350
675.1
... More
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement) Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
1.08
10174
9420.5
... More
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
92.06
9565
103.9
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