Public Works Department Tender
... More
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Public Works Department - PWD Tender
Eprocure
Opening Date16 Apr 2021
Closing Date7 May 2021
Tender Amount₹ 1,35,52,074
Costs
EMD
₹ 1,35,521Document Cost
₹ 2,500Tender 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
2021_CEDWS_17659_1Bid Award Id
ViewTender No
05/SE/DWS/C/KGT/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.86
-
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: i. 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size
0.86
-
8075.6
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.25
-
12581
... More
Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with
5.6.1 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size) cum ₹ 13,689.70)
1.39
-
13689.7
... 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-
(1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.85
-
13894.7
... 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-
a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.
5.2.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.2
-
13581.9
... 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
337.8
-
78.2
... 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
816.6
-
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
i. Foundations, footings, bases for columns etc. for mass concrete with steel formwork
2.43
-
318.5
... More
ii. Circular Columns with ply shutters
8.31
-
559.1
... More
iii. Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
13.23
-
539
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
5.74
-
385.2
... More
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
25.81
-
370
... More
6 mm cement plaster of mix :
i. In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
53.09
-
144.5
... 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] :
i..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)
53.09
-
119.4
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
66
-
99.8
... More
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i). 150 mm dia
44
-
150.8
... More
ii). 200 mm dia
22
-
197.5
... More
Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A) External work.
i) 150 mm dia. nominal bore
30
-
1890.5
... 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. A) External work.
i) x. 100 mm dia. nominal bore
150
-
1162.3
... 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.
i). 150 mm dia
5
-
1987.4
... More
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i). 150 mm dia
A) PN - 1.6
4
-
6967.3
... More
ii). 200 mm dia.
A) PN - 1.6
2
-
13015.6
... 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
v). 150 mm dia
4
-
116
... More
v). 200 mm dia
4
-
176.2
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Charges for cutting D.I. pipe with steel saw bymanual means as per CPWD specification and direction of the Engineer - in charge.
-
-
-
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i). 150 mm dia
2
-
141.8
... More
ii). 200 mm dia
2
-
189
... 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 ).
. iii. 100 mm dia
2
-
9054
... 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
550
-
113.8
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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
45.5
-
82.8
... More
Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
A). With First class bricks
6
-
14128.5
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Sub Head : Construction of Sedimentation Tank (140000 Gallon Capacity)
-
-
-
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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
351.02
-
134.9
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
117.01
-
120.3
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
20.6
-
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
-
-
-
... More
4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size
20.6
-
9512.3
... More
4.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
5.85
-
10456.6
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement
-,All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
101.25
-
12581
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
46.29
-
13581.9
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
10.75
-
13894.7
... 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
32.5
-
318.5
... More
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
390.62
-
370
... More
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
66.66
-
539
... More
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
15.13
-
317.7
... 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
19249
-
78.2
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
5813.37
-
78.2
... More
First class brick work in foundation and plinth including cost of all materials as required complete
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
4.5
-
8888.4
... 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 ).
17.25
-
1363.1
... More
6 mm cement plaster of mix :
12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
588.73
-
144.5
... More
Neat cement punning.
631.79
-
45.1
... More
12 mm cement plaster of mix 12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
43.05
-
174.8
... 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:-
9.16.3 G.I.pipes
400
-
138
... 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). 150 mm dia
A. PN-16
2
-
6967.3
... More
i). 200 mm dia
A. PN-16
2
-
13015.6
... More
Extra for providing and mixing water proofing
material in cement concrete work in doses by weight of cement as per manufacturer's specification
562.13
-
61.5
... More
Providing and fixing G.I pipes of medium class as per IS: 1239 with latest Amendment complete with G.I fittings in/c trenching and refilling, cutting And making good the walls etc. as per chapter 20 of CPWD specification and direction of the engineer – in – charge.
A). External work
i) 100 mm dia nominal bore
60
-
1162.3
... More
Providing and fixing MS bolts including nuts and washers complete as per standard design:-
9.18.1) Upto 300mm length.
0.5
-
107
... 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.
xi). 150 mm dia
2
-
1987.4
... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
66
-
99.8
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iv). 150 mm dia
2
-
116
... More
v). 200 mm dia
13
-
176.2
... More
Charges for laying in position S & S or flanged D.I. special such tees, bends, collars, tapers and caps etc. ( excluding cost of specials ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
0.5
-
3515.9
... More
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i). 150 mm dia
44
-
150.8
... More
ii). 200 mm dia
22
-
197.5
... More
Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
A). With First class bricks
4
-
14128.5
... More
SH: CWR (140000 Gallon Capacity)
-
-
-
... 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. a) All kinds of soil
649.62
-
134.9
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
18.75
-
169.5
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
19.6
-
887.5
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
'-All kinds of soil
12.5
-
120.3
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size
19.6
-
9512.3
... 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
32.13
-
318.5
... More
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
344.77
-
370
... More
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
34.8
-
317.7
... More
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
3.25
-
539
... More
5.8.9) Domes upto 6 m span
190.21
-
925.8
... 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
27257
-
78.2
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
1166.49
-
78.2
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
93.19
-
12581
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
43.1
-
13581.9
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4.51
-
13894.7
... More
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and
reinforcement, with 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4.46
-
14220
... More
6 mm cement plaster of mix :
i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
849.63
-
144.5
... More
Neat cement punning.
849.63
-
45.1
... 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.
450
-
91.2
... More
Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. ix) 100 mm dia. Nominal bore
38.5
-
1269.1
... 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.
i) 100 mm dia.
4
-
1723.2
... 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
iI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
222
-
99.8
... More
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
ii) 150 mm dia
16.5
-
150.8
... More
iii). 200 mm dia
5.5
-
197.5
... More
iv). 250 mm dia
200
-
258.6
... More
Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the
same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge
206.81
-
3231.9
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 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.
2.23
-
810.5
... More
Providing & installation of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 VAC motor with star delta connection along with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required upto the depth of 6.10 mtr (maximum) by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI ) (Pumpset, cable, G.I. pipe of medium class for column assembly etc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately). ii) 5000 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange
2
-
66917
... More
Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick
work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice
valve, with C.I. surface box 100 mm top diameter, 160 mm bottom
diameter and 180 mm deep ( inside ) with chained lid and RCC top
slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 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 fine sand ) 12 mm thick finished with a
floating coat of neat cement complete as per standard design,
CPWD specification and direction of the Engineer - in - charge.
A. With 1st class bricks. No. 14,488.00
5
-
14488
... 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). 150 mm dia. A) PN - 1.6
2
-
6967.3
... More
ii). 200 mm dia. A) PN - 1.6
1
-
13015.6
... More
iii) 250 mm dia. A.) PN - 1.6
2
-
22091.2
... 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
vi. 200 mm dia
2
-
13265.3
... More
vii. 250 mm dia
1
-
15051.4
... More
Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.
i Upto 300 mm dia. t 181,392.20
0.5
-
181392.2
... More
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
iv. 150 mm dia
2
-
116
... More
v. 200 mm dia
4
-
176.2
... More
vi. 250 mm dia
36
-
214
... 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
40.5
-
82.8
... 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)
55.5
-
61.5
... More
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
12.27.1 Water thinnable cement primer
55.5
-
37.5
... 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.
iii. 100 mm dia No.
4
-
395.9
... 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
-
4334
... More
Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans and MoRT&H Technical Specification Clause 802..
-
-
-
... More
A. Truss and Vertical support
3
-
89093.1
... More
B. Aluminium Alloy Plate for Over Head Sign
80
-
1578.9
... More
Sub Head : Construction of Clear Water Pump House cum Chlorination Room
-
-
-
... 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. a) All kinds of soil
2.94
-
134.9
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
3.49
-
887.5
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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
1.96
-
120.3
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
4.1.16) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone
aggregate 40 mm nominal size)
4.12
-
9512.3
... More
First class brick work in foundation and plinth including cost of all materials as required complete:
6.1.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ).
0.61
-
8624.1
... More
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.29
-
10136.49
... More
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
65.18
-
1363.1
... 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-
( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.26
-
13894.7
... 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-
a) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.
5.3.1.4) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
1.58
-
12104.7
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
5.2.4) Thermo-Mechanically Treated bars of grade Fe-500D or more
275.4
-
78.2
... More
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
... More
5.9.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
16.8
-
317.7
... More
iii. Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
3.77
-
539
... 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
24.01
-
859.9
... More
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burn brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
10.5.1) 40mm thick.
32
-
526.4
... More
12 mm cement plaster of mix
12.1.2) In cement mortar 1 : 4 ( 1 cement : 4 fine sand)
89.8
-
174.8
... More
15 mm cement plaster on the rough side of single or
half brick wall of mix.
12.2.4) In cement mortar 1 : 4 ( 1 cement : 6 fine sand )
89.8
-
203.4
... 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:-
Hot finished welded type tubes
600
-
122.9
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
80
-
126.4
... 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] :
i)New work ( two or more coats applied @ 3.84 kg/10 sqm)
54.66
-
61.5
... More
Painting with synthetic enamel paint of approved brand
and manufacture of required colour 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 over an under coat of
suitable shade with ordinary paint (primer) of approved
brand and manufacture
60
-
119.7
... More
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)
32
-
162.4
... 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
6.9
-
352.4
... 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.
11.04
-
3547.6
... More
Supply & installation of pre-painted Galvalume sheets
for roofing/cladding (size, shape and pitch of
corrugation as approved by Engineer-in-charge) in
550mpa steel grade, made out of Cold Rolled Steel
coated with Zinc-Aluminium alloy coating of 43.5% Zn,
55% Al and 1.5% Silicon confirming to ASTM
A792/A792M and AS1397, Alloy coating AZ150/AZ70,
colour coated with high quality Polyester coating, top
coated of modified polyester of 20 micron, back side
coat of 5 micron, having epoxy primer coat of 5 micron
on both side. Sheet should have protective guard film
of 25 microns minimum to avoid scratches while
transportation and should be supplied in single
length upto 12 metre or as desired by Engineer-incharge.
The sheet shall be fixed using self drilling
/self tapping screws of size (5.5x 55mm) with EPDM
washers filled with white lead complete upto 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.
11.15.3 0.50mm thickness
49.95
-
860
... More
ELECTRICAL and ALLIED WORKS
-
-
-
... 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 Engineerin-charge.
4
-
7847.4
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge
i) 16 sqmm
80
-
256
... 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-incharge
4
-
954.8
... More
Providing and fitting fixing of moving iron type, Range 0-100/0- 200 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
4
-
1671.4
... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge
i) 35 HP/26 kw Relay range within 20-32 + 10%
4
-
22522.8
... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-incharge.
i) 100 amps
4
-
8390.2
... More
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charg
i) 80-100 Amps
4
-
4278.6
... More
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge
i) 5-15 kVAr 440 V
32
-
572.7
... More
Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/ HAVELS/ Siemens etc. make complete as per
specification and direction of the Engineer-in-charge
4
-
1664.2
... 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. i) for 3-phase connection with 4.00 mtr. Long G.I. pipe
2
-
18492
... More
Supplying and fixing Bus Bar Chamber with 4(four) strip bus bar of length 600 mm made aluminium alloy for wrought aluminium suitable for 200 Amps capacity with all accessories including necessary connection painting etc as required.
2
-
2419
... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge
i) 50 sqmm
144
-
737.2
... More
Providing and fitting fixing of 3 Ph LED indicator lamp fitted on panel board in 3 different colours of 240 Volts (cat No- HS-03F, L&T Make) complete as per direction of the Engineer-in-Charge.
4
-
578
... More
Providing and installation of 1(one) No, Electro Chlorinator, for onsite generation of sodium hypochlorite solution capable of discharging 100 gm per hour active chlorine.
1
-
403085.52
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