Public Works Department Tender
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Costs
EMD
₹ 84,619Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Water Supply Scheme At Bishnuda Cp Of Rajdhar Vc Based On Existing Local Cherra At Bishnuda Cp Of Rajdhar Vc Within The Jurisdiction Of Chawmanu R.d Block Under Dws Sub-division, Chawmanu (3rd Call)
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_56085_1Tender No
127/EE/PWD(DWS)/AMB/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... 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
1177
1012
... 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
9938
8547
... 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
9845
53558
... 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
11410
17572
... 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
894
8049
... 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
12073
6339
... 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
13584
7893
... 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
103
6234
... 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
103
57145
... 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
333
1803
... More
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12.1
391
4731
... More
c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
2.12
570
1208
... More
d) Weather shade, Chajjas, corbels etc., including edges
2.25
531
1195
... 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
1533
44088
... More
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
36.73
224
8235
... 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
260
14091
... More
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
5.44
176
959
... More
Neat cement punning.
17.86
56
1014
... 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
614
8987
... More
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
103
985
... More
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
12
107
1286
... 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
161
16150
... 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
5617
27638
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
165
146
24123
... More
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer
49.28
48
2370
... 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
160
8127
... 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
64
2373
... More
Lettering with black japan paint of approved brand and manufacture on new work.
600
3
2160
... 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
179
14910
... 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
231
5551
... 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
1177
2053
... 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
9295
14390
... 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
14075
49307
... 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
15502
93401
... More
Beam on top of circular wall
2.7
15780
42656
... 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
103
108897
... 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
103
30893
... 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
9845
925
... 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
333
8828
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
55.25
496
27408
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
10.03
391
3923
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
12.56
577
7248
... More
stairs (excluding landings) except spiral-staircases with
wooden plank
3.34
590
1970
... 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
176
15513
... 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
106
4111
... 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
161
2578
... 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
1861
33500
... 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
231
9415
... 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
161
4371
... 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
1177
5067
... 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
11355
5110
... More
ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt aggregate 40 mm nominal size)
3.58
9295
33260
... 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
77
27869
... 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
14075
71786
... 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)
20.19
15502
312989
... 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
15780
5918
... 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
103
129842
... 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
7.8
333
2604
... More
5.8.3.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
151.6
496
75206
... More
5.8.4.3.Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props.
3
710
2132
... 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
103
412970
... More
12.6.1) 6 mm cement plaster of mix
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
183.1
176
32261
... More
Neat cement punning.
100
56
5680
... 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
9845
10042
... 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
142
23030
... 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
173
15721
... 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
894
11000
... 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
160
16090
... 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
106
10690
... 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
133
1606
... 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
743
4463
... More
i) 50mm dia
2
524
1048
... 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
5561
22244
... 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 )
18
1466
26395
... More
ii) 50 mm dia. nominal bore ( internal connection )
20
872
17448
... 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
1225
2450
... 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
109
5480
... 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
112
1061
118841
... 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
56
6359
... 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
560
5604
... 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
580
5804
... 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
372
4465
... 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
174
349
... 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
1130
1131
... 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
494
495
... More
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
2108
21080
... 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
28038
182249
... 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
231
7610
... 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
1177
2888
... 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
161
3533
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick
aggregate 40 mm nominal size)
1.89
9295
17532
... 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
9515
714
... 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
14075
67141
... 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
103
114180
... 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
15502
77899
... 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
15780
44834
... More
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.38
13204
5004
... 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
401
6676
... More
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
50.25
496
24927
... More
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and
cantilevers with wooden plank
9.72
391
3799
... More
Weather shade, Chajjas, corbels etc., including edges.
1.62
531
861
... More
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
15.15
729
11050
... 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
103
165182
... More
6 mm cement plaster of mix
-
-
-
... More
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
170.92
185
31739
... 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
78
10336
... 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
160
21240
... 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
106
14112
... 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
1466
17597
... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ix) 100 mm dia.
1
2147
2148
... More
Neat cement punning.
50
56
2840
... 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
5342
23079
... 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
11410
16191
... 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
1533
54317
... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces Door & Windows 1x1x1.20x2.10 = 2.52
1x2x0.90x1.20 = 2.16
4.68
4711
22051
... More
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
169
5091
... More
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
190
2661
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge. 40 mm thick with 20 mm well burnt brick aggregate
9
597
5377
... More
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
453
2368
... More
12 mm cement plaster of mix
12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
80.2
224
17981
... 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
260
20379
... 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
1205
29171
... 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
146
25478
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
476
77
36985
... More
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A). With Second Class bricks
1
20432
20433
... More
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
87
32412
... 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
133
803
... 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
112
38352
... More
iv) 90 mm OD
30
271
8142
... 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
140
332
46522
... More
v) 65 mm dia nominal bore
80
385
30848
... 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
254
1524
... More
iii) 40 mm dia nominal bore
6
549
3295
... More
iv) 50 mm dia nominal bore
420
653
274638
... More
v) 65 mm dia nominal bore (for Raw water collection)
240
830
199200
... 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
190
950
... More
v) 90 mm OD
20
298
5974
... 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
148
595
... More
50 mm OD
4
102
408
... 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
262
525
... More
90 x 90 mm dia
2
352
704
... 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
1861
11167
... 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
93
375
... 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
98
296
... 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
... More
iii) 100 mm dia
1
2080
2081
... 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
4274
8550
... More
(ii) 100 mm dia.
2
5066
10133
... 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
... 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
7504
7505
... 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
110
1877
... 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
131
2227
... 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
39
2352
... 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
89
5388
... 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
57
6876
... More
i) 25 mm dia
60
74
4482
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 15 mm dia
17
78
1336
... 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
358
6093
... 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
447
4477
... More
50 mm dia with 15 mm dia opening
5
384
1924
... More
40 mm dia with 15 mm dia opening
2
362
725
... 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
74
746
... More
15 mm dia 75 mm long
7
64
449
... 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
524
2621
... More
vi) 40 mm dia
5
470
2352
... More
vi) 80 mm dia
2
675
1350
... 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
9420
10174
... 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
103
9565
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