Public Works Department Tender
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Costs
EMD
₹ 1,89,142Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of Water Supply Scheme Based On Existing Spring Water At Bir Bahadur Para Of Kanchancherra Vc Within The Jurisdiction Of Manu R.d Block Under Dws Sub-division, Manu
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_55942_1Bid Award Id
ViewTender No
03/SE/DWS/C/AMB/2024-25Tender 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
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.
-
-
-
... More
All kinds of soil
63.75
179
11469
... 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.
7.8
1177
9183
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering
-
-
-
... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
7.8
10570
82451
... 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 ).
2.1
9845
20675
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
14.42
14075
202942
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.71
15780
26985
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more.
2147.32
103
223107
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank
151.46
333
50572
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
37.5
499
18728
... More
ii)Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
20.64
625
12910
... More
6 mm cement plaster of mix
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 fine sand)
219.56
176
38686
... More
Neat cement punning.complete.
219.56
56
12471
... 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
35.99
161
5805
... 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.
-
-
-
... More
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.
-
-
-
... More
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
2054
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
-
-
-
... More
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
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:
-
-
-
... More
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.
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.03
15502
93401
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement.
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.7
15780
42656
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
... More
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.
-
-
-
... More
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:-
-
-
-
... More
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.
-
-
-
... More
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.
16.5
1861
30708
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
... More
a) All kinds of soil
53.45
231
12380
... 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.
-
-
-
... More
a) All kinds of soil
35.64
161
5748
... 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)
3.65
9295
33966
... 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)
21.88
15502
339111
... 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
i) 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
Foundations, footings, bases for columns etc. for mass concrete with timber plank
7.99
333
2668
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
148.16
496
73500
... More
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 )
179.66
176
31656
... 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
-
-
-
... More
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:-
-
-
-
... More
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] : 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 -charge.
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
-
-
-
... More
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.
-
-
-
... More
i) 100mm dia a) PN-1.6
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. A) External work.
-
-
-
... More
i) 100 mm dia. nominal bore ( padel pipe )
12
1466
17597
... More
ii) 50 mm dia. nominal bore ( internal connection )
12
653
7847
... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 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.
-
-
-
... More
i) 100 mm dia
90
1431
128867
... 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
78
8805
... More
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
... More
i) 100 mm dia
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
-
-
-
... More
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 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
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
-
-
-
... More
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.
-
-
-
... More
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.
-
-
-
... More
i) 50 mm dia
1
494
495
... More
Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity coefficient 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
27122
271227
... 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.
-
-
-
... More
All kinds of soil
51.66
179
9294
... More
Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
-
-
-
... More
2.13.1) By manual means
83.11
231
19249
... 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.
5.54
1177
6523
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
-
-
-
... More
4.1.14) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
5.63
9295
52344
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
12.54
14075
176494
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
-
-
-
... More
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
8.28
15502
128358
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,shuttering, finishing and reinforcement-
-
-
-
... More
5.3.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.15
15780
175910
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
Foundations, footings, bases for columns etc. for mass concrete with timber plank
9.29
333
3103
... More
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
38.47
729
28060
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
85.27
496
42301
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
42.73
499
21339
... More
A) Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.all complete upto plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more
1880.88
103
195423
... 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
2913.93
103
302757
... More
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
... More
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.25
9845
2491
... More
12 mm cement plaster of mix
-
-
-
... More
In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
31.65
224
7096
... More
6 mm cement plaster of mix
-
-
-
... More
In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
218.98
185
40664
... More
Neat cement punning
78.03
56
4432
... 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
63.78
106
6818
... 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.
-
-
-
... More
All kinds of soil
27.7
161
4469
... 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
100 mm dia Ductile Iron Class K-7 pipes.
12
1861
22333
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii). 100 mm dia
5
93
469
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
100 mm dia. PN - 1.6
2
5561
11122
... More
Providing & installation and commissioning of 5000 GPH capacity 220 mtr head water lubricated submerssible pump with 3Ph, 415 V AC 30.00 HP motor with star delta connection upto the depth of 10 ft by 50 mm dia GI column pipe (conforming to IS:1239 medium class) with tailpiece welded with 10 mm thick GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (Excluding the cost of Electrical Flat for submerssible pump)
1
110448
110448
... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge
1
9372
9372
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
-
-
-
... More
vii. 10 sqmm
100
269
26960
... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
1
1135
1135
... More
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
1
1964
1965
... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
-
-
-
... More
ii. 35 HP/26 kw Relay range within 20-32 + 10%
2
27556
55113
... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge
-
-
-
... More
iii. 100 amps
2
10274
20550
... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
-
-
-
... More
ii. for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23655
23656
... More
Providing and installation of necessary arrangements of disinfection of clear water by chlorination through metering pump in/c all necessary equipment complete as per specifications and direction of the Engineer-in-charge (1 no. Metering pump with motor 0.30 to 30 lph capacity of Swellore/ Milton Ray/ TosconJesco make, 1 no. 50 ltr. capacity SS solution tank of 5mm shell thickness with 6mm bottom plate, 1 no. DOL Motor Starter of L&T/ BCH make 3phase, 50Hz, 415 volt, 10 mtr. PP-R pipe PN-16, 50 mm dia NB, 4kg of Sodium Hypochlorite solution etc. complete will be supplied by the agency at his own cost & risk).
1
66786
66786
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
-
-
-
... More
In cement mortar 1:3 ( 1 cement : 3 fine sand ).
31.65
1572
49754
... More
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
31.65
94
3004
... 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
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
16
1205
19286
... 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
264.02
160
42481
... 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
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.
-
-
-
... More
i). 100 mm dia
2
420
841
... 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
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.
-
-
-
... More
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
-
-
-
... More
10.13.1) 18 mm thick
5.22
453
2368
... 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 :
-
-
-
... More
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
540
87
47304
... More
i.For pipes exceeding 90 mm dia but not exceeding 300 mm dia
600
106
63840
... More
B.For G.I. /C.l./ D.I. pipes in new work
. In all kinds of soil
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
40
133
5352
... More
i. For pipes not exceeding 90 mm dia
20
100
2008
... 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.
A) Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
... More
ii). 90 mm OD
540
271
146556
... More
iii). 110 mm OD
300
372
111630
... More
iv). 140 mm OD
300
612
183840
... 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). 90 mm OD
6
298
1792
... More
vi). 110 mm dia
4
356
1426
... More
ii. 140 mm dia
4
466
1867
... 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
v) 90 mm dia
10
148
1487
... More
vi. 110 mm dia
4
174
698
... More
vii. 140 mm dia
4
250
1002
... 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
v) 90 x 90 mm dia
8
352
2818
... More
vi. 110 x 110 mm dia
4
580
2322
... More
vii. 140 x 140 mm dia
4
818
3272
... 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 80 mm dia Ductile Iron Class K-7 pipes.
20
1827
36552
... More
ii. 100 mm dia Ductile Iron Class K-7 pipes.
20
1861
37222
... 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
7
93
656
... More
i. 80 mm dia
7
81
572
... More
Providing and fixing DI specials as per CPWD specification and direction ofthe Engineer -in-charge.
-
-
-
... More
A.
D.I. all socketted Bend 90 degree
i. 100 mm dia
2
2167
4335
... More
i. 80 mm dia
2
1765
3530
... More
B.D.I. all socketted Bend 45 degree
ii.100 mm dia
2
2080
4161
... More
i. 80 mm dia
2
1482
2964
... More
F.D.I. al socketted tee i. 80x80x80 mm dia
2
2376
4753
... More
ii. 100x100x80 mm dia
2
2784
5568
... More
iii. 100 x 100 x 100 mm dia
2
2963
5927
... 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 A. PN-1.6
-
-
-
... More
(i) 80 mm dia.
2
4319
8639
... More
(ii) 100 mm dia.
2
5561
11122
... More
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
... More
iii) 100 mm dia.
1
10317
10317
... More
i. 80 mm dia
1
7853
7854
... More
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
-
-
-
... More
iv) 100 mm nominal bore
2
7504
15010
... More
iii. 80 mm nominal bore
2
4200
8402
... 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.
A. External works
-
-
-
... More
i. 15mm dia. nominal bore
360
254
91440
... More
v. 40 mm dia. nominal bore
400
549
219640
... More
vi. 50mm dia. nominal bore
400
653
261560
... More
vii. 65 mm dia. nominal bore
400
830
332000
... More
viii. 80 mm dia. nominal bore
400
1021
408760
... More
ix. 100 mm dia. nominal bore
250
1466
366600
... 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
12
131
1572
... More
v. 40 mm dia
4
387
1548
... More
vi. 50 mm dia
4
490
1962
... More
vii. 65 mm dia
4
816
3266
... More
viii. 80 mm dia
4
962
3851
... More
ix. 100 mm dia
4
1227
4908
... 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
360
57
20628
... More
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
... More
i) 15 mm Nominal bore
44
78
3458
... More
v. 40 mm dia
4
133
534
... More
vi. 50mm dia
4
168
674
... More
vii. 65 mmdia
4
213
853
... More
viii. 80mm dia
4
241
964
... More
ix. 100 mm dia
4
319
1277
... 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.
-
-
-
... More
a) 15 mm nominal bore.
22
382
8419
... More
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.
-
-
-
... More
v. 110x90 mm dia
4
321
1284
... More
vi. 140 x 110 mm dia
4
426
1707
... More
vi. 140x90 mm dia
4
395
1583
... 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
iii. 100 mm dia
83
495
41110
... More
iv. 80 mm dia
133
440
58573
... More
v. 65 mm dia
133
385
51285
... More
vi. 50 mm dia
133
332
44196
... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i. 40 mm dia with 15 mm dia opening
4
362
1451
... More
i. 50 mm dia with 15 mm dia opening
10
384
3847
... More
v. 90 mm dia with 15 mm dia opening
4
447
1791
... More
vi. 110mm dia with 15 mm dia opening
4
528
2113
... More
xi. 140 mm dia with 15 mm dia opening
4
589
2359
... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i. 15 mm dia 150 mm long
22
68
1509
... More
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
xiv. 65 x 15 mm dia
4
292
1171
... More
xix. 80 x 15 mm dia
10
397
3972
... More
xxiv. 80x65 mm dia
4
404
1618
... More
xxviii. 100 x 80 mm dia
4
574
2298
... More
Providing and fitting fixing PVC /plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
-
-
-
... More
i. 15 mm dia PVC /plastic bib cock
22
119
2627
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