Kanpur Development Authority Tender
... More
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Kanpur Development Authority - KDA Tender
Civil And Construction
Eprocure
Opening Date28 May 2025
Closing Soon4 Jun 2025
Tender Amount₹ 9,35,69,499
Technical
Technical
Financial
Class Of Bidder
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The eligible class required by a bidder to participate or bid in the tender is contractors registered in KDA as well as contractors registered in Any Development Authority/Avas Vikas Prishad.
Technical Capacity
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The required prior work experience for the bidder includes completing works satisfactorily during the last five financial years. The bidder should have completed similar works with specific values, including:
- Three similar completed works, each costing not less than 30% of the cost of the work put to bid (i.e., Rs. 280.50 Lacs).
- Two similar completed works, each costing not less than 40% of the cost of the work put to bid (i.e., Rs. 372.00 Lacs).
- One similar completed work, costing not less than 60% of the cost of the work put to bid (i.e., Rs. 558.00 Lacs).
Additionally, the bidder should have experience in completing and commissioning pumping stations with specific capacities, including:
- Three completed works of pumping stations with a minimum capacity of 6 MLD each.
- Two completed works of pumping stations with a minimum capacity of 8 MLD each.
- One completed work of a pumping station with a minimum capacity of 12 MLD.
The bidder should also have a minimum financial turnover of at least the amount equal to the estimated cost of works (excluding maintenance cost for five years) for which the bid has been invited, which is Rs 935.69 Lacs. The turnover will be indexed at the rate of 8 percent for a year. The bidder should have achieved a minimum financial turnover (in all cases of civil engineering construction works only) volume of construction work of at least the amount equal to the estimated cost of works.
The percentage of similar works completed is not explicitly mentioned in terms of percentage, but the bidder should have a minimum tangible Net worth of at least 25% of the bid value, and liquid assets not less than 15% of the Bid value.
Costs
EMD
₹ 18,72,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction And Development Of 20mld Ips At Jawaharpuram Sector-13
Description
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Contact
Tender Id
2025_UPKDA_1043343_1Tender No
12/EE2/KDA/2023-2024Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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. 2.8.1 All kinds of soil.
-
-
-
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Below NGL 0.0-1.50 m
869
213
-
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Below NGL 1.5-3.0 m
764
265
-
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Below NGL 3.0-4.5 m
666
317
-
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Below NGL 4.5-6.0 m
575
369
-
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Below NGL 6.0-7.50 m
490
421
-
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Below NGL 7.5-9.0 m
412
473
-
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Below NGL 9.0-10.5 m
341
525
-
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Below NGL 10.5-12.0 m
277
577
-
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Below NGL 12-13.50 m
82
629
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
11
5656
-
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
138
7433
-
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
197
8411
-
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
31
8527
-
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
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5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
29
192
-
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5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
654
378
-
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5.9.3 Suspended floors, roofs, landings, balconies and access platform
86
428
-
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
107
351
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1
6366
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
26
7218
-
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6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
40
869
-
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
41
416
-
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Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
5
426
-
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
287
7400
-
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12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
127
195
-
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15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
217
227
-
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6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
165
146
-
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Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
220
135
-
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Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
300
80
-
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Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
-
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
9
2359
-
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
118
131
-
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
195
-
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
5
312
-
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
2
109
-
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
3
182
-
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10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
165
550
-
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
40
135
-
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
21
493
-
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Extra for shuttering in circular work (20% of respective centering and shuttering items) foundation plinth
30
38
-
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Extra for shuttering in circular work (20% of respective centering and shuttering items) wall
654
75
-
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Extra rates for quantities of works, executed: 2.24.2 In or under foul position, including pumping out water as requiredNote for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as
0.10 m and less than 0.05 m ignored. 25% extra
-
-
-
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earth work
13658
105
-
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for P.C.C.
109
1414
-
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F0R RCC Raft
1443
1858
-
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for Wall
995
2061
-
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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.
240
78
-
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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.
3490
127
-
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Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
355
70
-
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Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
40
275
-
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15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
8
227
-
... More
Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
355
70
-
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(b) HT Room And UPPCL
-
-
-
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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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
34
152
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
10
5656
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
21
6366
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
23
7218
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
2
7433
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
10
8527
-
... More
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
20
869
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
20
192
-
... More
5.9.3 Suspended floors, roofs, landings, balconies and access platform
55
428
-
... More
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
6
351
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
11
7400
-
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
60
416
-
... More
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
5
426
-
... More
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
99
195
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
144
227
-
... More
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
50
146
-
... More
P/F 1mm thick MS sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates .. ..Using MS angels 40x40x6mm for diagonal braces.
5
3687
-
... More
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
15
2359
-
... More
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
150
135
-
... More
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
150
80
-
... More
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
50
77
-
... More
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
195
-
... More
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
5
312
-
... More
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
4
109
-
... More
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
6
182
-
... More
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
55
550
-
... More
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
40
135
-
... More
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
20
493
-
... More
(c) Boundary wall and Gate
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
235
152
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
40
5656
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
142
6366
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
90
7218
-
... More
Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2 coarse sand (zone-II): 4 graded stone aggregate 12.5mm nominal size) including Providing & applying a coat of residual petroleum bitumen of grade VG-10
of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with piece of cloth htly soaked in kerosene oil.
1
530
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
1
7433
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1
8527
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
102
192
-
... More
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
576
428
-
... More
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.
4943
78
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
1347
227
-
... More
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
1347
135
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
11422
74
-
... More
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
432
77
-
... More
(d) Chamber and Connection
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
682
213
-
... More
Below NGL 1.5-3.0 m
521
265
-
... More
Below NGL 3.0-4.5 m
373
317
-
... More
Below NGL 4.5-6.0 m
238
369
-
... More
Below NGL 6.0-7.50 m
34
421
-
... More
Providing and Laying thermal insulation with 400 G polythene sheet including supply of all labour T&P etc all complete 7053 dsr material asper attached analysis
40
77
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
24
5656
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
134
6366
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
4
8527
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
6
7400
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5
192
-
... More
5.9.3 Suspended floors, roofs, landings, balconies and access platform
22
428
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
355
227
-
... More
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
162
250
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :4.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
5
6643
-
... More
P/F in position precast RCC manhole cover and frame : HD - 20 : Circular shape 560 mm internal diameter.
2
1295
-
... More
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
40
275
-
... More
2.24 Extra rates for quantities of works, executed: 2.24.2 In or under foul position, including pumping out water as requiredNote for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as
0.10 m and less than 0.05 m ignored. 25% extra
-
-
-
... More
earth work
2058
105
-
... More
for P.C.C.
68
1414
-
... More
for Wall
235
2061
-
... More
(e) L.T. Room
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
27
152
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
8
5656
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
17
6366
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
18
7218
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
1
7433
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
9
8527
-
... More
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
17
869
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
16
192
-
... More
5.9.3 Suspended floors, roofs, landings, balconies and access platform
50
428
-
... More
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
4
351
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
10
7400
-
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
50
416
-
... More
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
3
426
-
... More
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
70
195
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
139
227
-
... More
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
45
250
-
... More
P/F 1mm thick MS sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates .. ..Using MS angels 40x40x6mm for diagonal braces.
3
3687
-
... More
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
34
131
-
... More
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
8
2359
-
... More
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
126
135
-
... More
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
122
80
-
... More
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
-
... More
P/F panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows etc - for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Float glass panes - 5.5mm thick
2
972
-
... More
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
195
-
... More
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
4
312
-
... More
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
2
109
-
... More
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
3
182
-
... More
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
49
550
-
... More
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
30
135
-
... More
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
21
493
-
... More
(f) Transformer Room
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
25
152
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
7
5656
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
16
6366
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
16
7218
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
1
7433
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
7
8527
-
... More
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
17
869
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
15
192
-
... More
5.9.3 Suspended floors, roofs, landings, balconies and access platform
44
428
-
... More
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5
351
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
9
7400
-
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
46
416
-
... More
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
3
426
-
... More
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
64
195
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
125
227
-
... More
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
40
44
-
... More
P/F 1mm thick MS sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates .. ..Using MS angels 40x40x6mm for diagonal braces.
3
3687
-
... More
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
45
131
-
... More
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
8
2359
-
... More
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
120
135
-
... More
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
170
80
-
... More
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
-
... More
P/F panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows etc - for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Float glass panes - 5.5mm thick
3
972
-
... More
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
195
-
... More
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
4
312
-
... More
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
2
109
-
... More
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
3
182
-
... More
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
44
550
-
... More
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
30
135
-
... More
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
20
493
-
... More
(g) Valve Chamber
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
115.994
152
-
... More
Below NGL1.50-3.0 m
52
204
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
4
5656
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
10
7433
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
14
8527
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
56
227
-
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
24
416
-
... More
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
56
135
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
10
192
-
... More
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
105
428
-
... More
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
39
275
-
... More
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.
300
78
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1
6366
-
... More
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
57
7400
-
... More
(h) Inlet Chamber
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
329
213
-
... More
Below NGL 1.5-3.0 m
281
265
-
... More
Below NGL 3.0-4.5 m
236
317
-
... More
Below NGL 4.5-6.0 m
195
369
-
... More
Below NGL 6.0-7.50 m
157
421
-
... More
Below NGL 7.5-9.0 m
122
473
-
... More
Below NGL 9.0-10.5 m
20
525
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6
5656
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
91
7433
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
88
8411
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1
8527
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
315
227
-
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
17
416
-
... More
Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
315
70
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
29
192
-
... More
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
482
378
-
... More
5.9.3 Suspended floors, roofs, landings, balconies and access platform
6
428
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1
6366
-
... More
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
30
275
-
... More
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.
340
78
-
... More
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
7
70
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
70
7400
-
... More
(i) Road Work
-
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket ) capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (INCLUDING EXTRA Cartage of earth up to 10.0 km distance excluding loading and un loading all complete of work) AND ALSO including
560
325
-
... More
2.8 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. 2.8.1 All kinds of soil.
560
152
-
... More
Construction of subgrade and earthen shoulders with approved material 303.1 obtained from borrow pits with all lifts and leads, transporting to site, 3.14) spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
340
110
-
... More
Brick on edging on both side of the road with M-150 bricks 23 cm deep and 12cm wide laid in mud mortar including supply of all material labour T&P etc. complete in all respect as per direction of E/I (Analysis rate)
100
175
-
... More
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
140
3225
-
... More
Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to archive the desired density. Morth 406.
110
3390
-
... More
Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 Kg per sqm. using mechanical means . MORTH 502.
420
30
-
... More
Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 Kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503.
840
10
-
... More
Providing and laying bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504
30
7300
-
... More
Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of VG-30 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508
20
8890
-
... More
(j) DG Set Foundation
-
-
-
... More
2.8 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. 2.8.1 All kinds of soil.
-
-
-
... More
Below NGL 0.0-1.50 m
19
152
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5
5656
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6
6366
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
21
8527
-
... More
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
31
192
-
... More
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
25
7400
-
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
41
416
-
... More
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
21
426
-
... More
(B) INSTALLATION OF PUMPING PLANT & ACCESSORIES AT INTERMEDIATE PUMPING STATION (I.P.S.)
-
-
-
... More
INSTALLATION OF PUMPING PLANT & ACCESSORIES AT INTERMEDIATE PUMPING STATION (I.P.S.)
-
-
-
... More
PUMPING PLANT
-
-
-
... More
Non-clog, single stage, Bottom suction submersible sewage pump suitable for handling raw sewage of a specific gravity of 1.03 driven by submersible electric motor suitable for operation on 380 + 10% volts, 3 phase, 50 Hz, AC supply system along with 35 mtr
submersible cable and having following specification & M.O.C. Capacity - 90 LPS
Total Head - 20 mtr
H.P. of Motor - 45 RPM (Synch) - 1500 M.O.C.
Pum cacing - As per IS 210 Mechanical - Eagle Burgmann Impeller - CF8MSS-316
Shaft - As per AISI-410
5
1713000
-
... More
Accessories of each submersible pumping plant
-
-
-
... More
(a) Pedestal with autocouping - 1 No. (b) S.S. guide pipe approx - 10 M (c S.S. chain with shackles approx - 12 M (d) C.I.D.F. bend 200 mm dia x 900 - 1 No. (e) Submersible cable - 30 M
5
492000
-
... More
0.415 KV L.T. outgoing panel for pumping plant
L.T. control panel having 2 Nos. Bus coupler and 8 Nos. outgoing panels or incoming/ outgoing will be considered as per requirement of work suitable to operated on 415 ± 6% Volt, 3 phase, 50 Hz, AC supply as per details given below- A- 2 Nos. Bus coupler (1 No. for D.G. set and 1 No. for power supply from LT end) each consisting of following items -
1600 amp ACB - 1 No.
C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Voltmeter with selector switch - 1 No.
Power factor meter (0.5 Lag & 0.5 Lead)-1 No Frequency meter - 1 No.
KWH meter - 1 No.
2 Pole over current relay & one plore earth fault relay 1 No.
B- Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size - 1 No. C- 6 Nos. composite panels for pumping plants (06 Nos for P.P. & 02 No. spare) each consisting of following items-
160 amp MCCB - 8 Nos.
A.Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No.
Power capacitor controlled by main switch of suitable rating - 1 No. Thermal over load protection - 1 No. Reverse rotation trip device - 1 No. Automatic start/stop device according to level in the sump - 1 No. Indicating lamps (Auto/manual/low level/reverse rotation) - 1 set 3 Nos. panels for miscellaneous works, each consisting of following items- MCCB of 100 amp capacity - 2 No. C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Indicating lamps - 1 set 1 Nos. outgoing panels for miscellaneous works, each consisting of following items- MCCB of 63 amp capacity - 1 No. C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Indicating lamps - 1 set
1
1777000
-
... More
Starter
-
-
-
... More
SOFT starter suitable for operation on 380 ± 10% volts, 3 phase, 50 Hz, AC supply suitable for starting and running of 45 HP electric motor and 8 to 12 starts and stops Hr.
5
134000
-
... More
running of 45 HP electric motor and 8 to 12 starts and stops Hr.
1
305000
-
... More
Main Pipe, Valves and special
-
-
-
... More
Motor operated C.I.D.F. rising spindle type, sluice valve with actuators conforming to IS: 14846 suitable for sewage application of following size.
-
-
-
... More
200 mm dia size
5
240000
-
... More
450 mm dia size
1
432000
-
... More
C.I.D.F. Reflex valve conforming to IS : 5312 suitable for sweage applicable of folllowing size.
-
-
-
... More
200 mm dia size
5
120000
-
... More
450 mm dia size
1
336000
-
... More
C.I.D.F. dismantling joint of following size
-
-
-
... More
200 mm dia size
5
110000
-
... More
450 mm dia size
2
127000
-
... More
C.I. Pipes and specials -
-
-
-
... More
150 mm x 200 mm dia C.I.D.F. Enlarge - Nos.
-
-
-
... More
450 mm dia C.I.D.F. pipe
145
17000
-
... More
200 mm dia 900 C.I.D.F. bend
-
-
-
... More
450 mm x 300 mm x 200 mm dia C.I.A.F. Tee
-
-
-
... More
450 mm dia C.I. blind flange
-
-
-
... More
Necessary MS, Nut-Bolt and washer
2
12000
-
... More
Necessary SS, Nut-Bolt and washer
2
21000
-
... More
Necessary rubber packing of suitable size 200 mm and 300 mm
1
144000
-
... More
H.O.T. Crane
-
-
-
... More
Provision of H.O.T. crane of 5 ton capacity along with gantry girder and chainpully block and geared trolly suitable for 4.5 meter span and 10 meter clear lift complete in all respect for circular pump house suitable for 7 meter travelling lenlgth for installation of pumping plant.
1
768000
-
... More
Sewage level regulator/controller
-
-
-
... More
Provision for ultrasonic level regulator/controller for measuring sewage level in the sump suitable for indication of low and high level in mtrs.
1
115000
-
... More
Electromagnetic flow meter
-
-
-
... More
Provision for 450 mm dia electromagnetic flow meter complete with display unit including power cable installlation teting & commissioning.
1
763000
-
... More
Pressure Transmitter
-
-
-
... More
Pressure gauge complete with necessary Cu. Tubing, stop cock and necessary fittings suitable for sewage applicable.
7
17000
-
... More
Power and control cable
-
-
-
... More
Supply & laying of 1100 volt grade, 2x625 sqmm 3.5 core, Armored, Al conductor size of XLPE cables required for power wiring form L.T. Panel of sub station to L.T. panel of Pump
80
350
-
... More
Supply & laying the 2 x 625 sqmm 3.5 core Armored, Al Conductior size ofXLPE cables required for power wiring form L.T. Panel of pump house sto starters.
140
690
-
... More
Earthing
-
-
-
... More
Double earthing of all electrical equipments as per latest IER specification complete with slat, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earth strips of suitable of size.
4
15000
-
... More
Construction fo foundation for pumping plants, starters and panels
1
86000
-
... More
Installation of Pumping plants and all related equipments at site.
1
96000
-
... More
Commissioning of all pumping plants and related equipments at site.
1
48000
-
... More
Testing of Pumping Plants
-
-
-
... More
At Works
1
144000
-
... More
At Site
1
144000
-
... More
Painting of all equipments
1
120000
-
... More
Internal and external electrification of pump house, substation room and campus.
1
144000
-
... More
Spares pump set/starter and spare parts
-
-
-
... More
Spare pump of 90 LPS/20 m head/45 H.P. - 1set
2
1713000
-
... More
Starter for above pump - 1 set
-
-
-
... More
Impelle set - 1 No.
-
-
-
... More
Shaft - 1 No.
-
-
-
... More
Mechanical Seal - 2 Nos.
-
-
-
... More
Upper and lower ball/thrush bearing - 2 Nos.
-
-
-
... More
Auto Coupling - 1 No.
-
-
-
... More
Spare part for L.T. panel and starter 1 set
-
-
-
... More
Tools & spanners
-
-
-
... More
Heavy duty pipe wrench 450 mm size - 2 Nos.
4
14000
-
... More
Screq wrench 350 mm size - 2 Nos.
-
-
-
... More
Ring Spanners - 1set
-
-
-
... More
DE spanners - 1 set
-
-
-
... More
Socket wrench with tommy bar and sockets of diff. size - 1 set
-
-
-
... More
insulated piler -2 Nos.
-
-
-
... More
Scrow driver - 2 Nos.
-
-
-
... More
Hammer with handle - 2 Nos.
-
-
-
... More
hexaframe - 2 Nos.
-
-
-
... More
Sprit level - 1 No.
-
-
-
... More
Miscellaneous items required
-
-
-
... More
L.T. magger with testing lead - 1No.
1
120000
-
... More
Tong tester for measuring of electrical quantity - 1No. Fire Extinguisher - 4 Nos
-
-
-
... More
12 mm thick electric resstant rubber matting for LT equipments - 8Nos.
-
-
-
... More
20 mm thick electric resistance rubber matting for HT equipments - 2 Nos.
-
-
-
... More
Portable electric drill machine with complete range fo drill bits. - 1 No.
-
-
-
... More
Manually operated crimping tool with complete range of dies upto 100 sqmm size cable - 1 No.
-
-
-
... More
Portable deqatering submersible pump set complete wth starter, delivery pipes and other accessories - 1 No.
-
-
-
... More
Steel almirah for keeping records and spares - 2Nos. Steel table with sunmica top - 1 1 No.
-
-
-
... More
Steel chair - 4 Nos.
-
-
-
... More
Chequered plate of required size to cover all cable trenches in pump house and substation - 1 Lot.
-
-
-
... More
Provision of C. I. sluice Gate Conferming to IS 13349 or AWWac- 501 having F shapped wall thimble of C.I. spindle
5
1199000
-
... More
Provision for Mini Tubewell with 100 mm PVC pipe including Cora 100 Submersible pump for campus water requirement complete in all respect.
1
48000
-
... More
Pole mounted Solar LED 1*18 W Street lighting Fixture installation
5
24000
-
... More
Mechancial coarse screen with conveyour belt taking as one stand by 20 mm opening.
2
1439000
-
... More
(Belt Conveyor -600 mm width)
-
-
-
... More
Miscellaneous Works
1
300000
-
... More
Installation of DG sets at intermediate pumping station (I.P.S.) [SCHEDULEOFWORKFORINSTALLATIONOFDGSETSATMAINSEWAGEPUMPINGSTATION(M.P.S.)
-
-
-
... More
Supply of silent type DG set, engine, alternatorcapable of developing 180 KVA at 415 + 6%volts,50 Hz AC at 0.80 P.F. logging and self exciting coupled with suitable BHP diesel engine connected with flexible coupling and mounted on common base plate complete withfuel tank inside the acoustion system and in built control panel 12 voltleadacide battery with leadsilencer manual control panel & AVM pads D.G.Set shall be mounted in open sky resting on thefoundationasperthedesign.
2
3070000
-
... More
SuitableAMFpanelfloormountingtypecomprising of Ammeter/ Voltmeter with slector switch,power factor meter,shortcircuit protection, mainsupply voltage monitor shortcircuit protection relay, selector switch auto/manual/off, indicating lamps, push buttonstart/stop/re-setetc.
1
1439000
-
... More
Anti-Vibrationmountings
2
144000
-
... More
Exhaustpipe,fuellineandfueltank
2
105500
-
... More
SparepartsforD.G.set
2
173000
-
... More
CompletepowerwiringandearthingofD.G.setand AMF panel as per IER specification withnecessary power and control cable, salt,charcoal,G.I.earthelectrodes,wateringpipe, C.I.earthboxesandG.I.earchstripofadequate size.
2
312000
-
... More
ConstructionoffoundationofD.G.setandAMF panel.
2
168000
-
... More
InstallationofD.G.setandotheraccessories includingcommissioningandtesting.
1
182000
-
... More
MiscellaneousWorks
1
100000
-
... More
(C) INSTALLATION OFSCADA/ AUTOMATION AT INTERMEDIATE PUMPING STATION (I.P.S.)
-
-
-
... More
GSM/GPRS Based Remote Terminal Units With analog and Digital parameter and features as specified to store and transmit data on GSM backbone to MCS (1 no. IRTU for 2 Pumps) and should able to send & recived SMS from registered mobile parallel mode.
3
288000
-
... More
GSM/GPRS based wireless communication hardware for RTUs capable to transfer data from remote site to MCS with all accessories and should able to send & recived SMS from registered mobile parallel mode.
3
38000
-
... More
Intelligent energy meters
3
29000
-
... More
Auto Phase reversal unit with inbuilt time delay & enclosure (Confirms to IEC: 60947- 1 & IEC : 60947-6-1) of rating 400 Amp.
1
216000
-
... More
Complete cabling for 6 pumps
1
288000
-
... More
Security Survelliance IP Camera
4
19000
-
... More
(D) After completion of the work, one year maintenance and operation of I.P.S
-
-
-
... More
Chaukidari (365x3)
1095
407
-
... More
Pump Operator (365x3)
1095
440
-
... More
Electrition (365x2)
730
528
-
... More
MISLANIOUS WORK LAYING SEWER LINE ALL COMPLETE
-
-
-
... More
A- LAYING OF SEWER LINE FROM EXSTING MANHOLE TO IPS
-
-
-
... More
Supply of the following pipe suitable for R/R joints as per relevant IS Specification FOR destination including all taxes, insurance and transportation charges up to UP Jal Nigam Divisional Stone in Ghazipur city 600 mm dia DI K – 9 18.72.24 DSR 2021 Analyse
75
8715
-
... More
Supply of the specials for above pipes
10
14393
-
... More
Supply of following D.I.D/F fittings as per relevant IS Specification or other equivalent make FOR destination including all taxes, insurance and transportation charges
-
-
-
... More
600 mm dia double orifice kinetic type air valve
1
28785
-
... More
NRV 600 mm dia
1
734017
-
... More
Sluice valve 600 mm dia
1
527725
-
... More
Excavation for following depth below G.L. for laying of Rising mains in ordinary soil earth, sand, loam, and clay including cutting of jointing pits trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to a distance 50m from the center of trenches.
0.0 - 1.5
135
213
-
... More
Extra on above for excavation in soil mixed with moorum shingle kankar etc. where special T & P is to be used.
0.0 - 1.5
41
265
-
... More
Carting of following sizes of DI-K-9 Pipes & rubber rings from store to site of work, lowering the same into trenches and laying true to the alignment and gradient including excavation of earth below invert of pipes cost of all jointing materials testing etc. complete.
600 mm DI K - 9
75
369
-
... More
Carting & re-carting of excavated earth where sufficient width of road is not available for stacking of surplus earth during excavation & laying of Riming mains (Average lead 250m)
61
148
-
... More
Carting of following sizes of CI fittings from store to site of work lowering the same into the already prepared, tranches also including fixing in position including supply of all materials such as bolts, nuts rubber packing, white lead etc. labour & T&P complete
-
-
-
... More
600mm dia double orifice kinetic type air valve
1
963
-
... More
NRV 600 mm dia
1
6236
-
... More
Sluice valve 600 mm dia
1
8155
-
... More
Supply of all materials labour T&P for construction of Brick masonry chamber to place sluice valve, Air valves etc. complete as per UP Jal Nigam type Design
5
21492
-
... More
Supply of all materials labour T & P etc. complete for construction of cement concrete Thrust Blocks (2.5*1.25*1.25m size) in 1:2:4 cement, coarse sand and 20mm gauge stone ballast also including excavation, refilling properly fixing pipe/ bends etc. all complete at suitable locations i.e. bends etc. as directed by Engineer in charge
5
29014
-
... More
B- CONSTRUCTION OF BYE PASS SEWER FROM IPS TO EXSTING SEWER LINE FOR STP
-
-
-
... More
Excavation in foundation in ordinary soil (loam, clay and sand) for lead upto 50 M and lift up to 1.50 M filling, watering and ramming of excavated earth into the space of foundation trench and disposal of surplus earth up to a distance of 50 M from the foundation trenches. Depth Below G.L.
-
-
-
... More
0.00 - 1.50 M
2250
213
-
... More
1.50 - 3.00 M
2250
265
-
... More
3.00 - 4.50 M
750
317
-
... More
Supply,Laying &Carting of 1000 mm dia DI K-9 Pipe Laying &Carting of 1000 mm dia DI K-9 Pipe and special from stroe to the site fo work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, . complete but excavation and relling of trenches from ground level to the invert level of pipe
200
17972
-
... More
Supply ,Laying &Carting of 1000mm dia. RCC Hume pipes (NP-3class) and special from stroe to the site fo work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe cost of all jointing materials, testing etc. complete but excavation and relling of trenches from ground level to the invert level of pipe
800
7780
-
... More
Bedding
-
-
-
... More
Lean Concrete in foundation in 1:4:8 proportion with cement, coarse sand and 40 mm gauge stone ballast including supply of all materials, labour T&P etc. for proper completion of work.
36
5656
-
... More
Plain cement concrete in proportion 1:2:4 cement, coarse sand and 20 mm gauge stone ballast including centering and shuttering all labour, material T&P etc. complete
4
6643
-
... More
RCC 1:1½:3 block at the end of Bye Pass Sewer to keep it in position preventing from flood damage or otherwise in cement coarse sand 20mm gauge grit including supply of all other materials labour T&P etc. complete
20
7443
-
... More
Launching Apron
2
6643
-
... More
MS Works
1
74000
-
... More
Steel work welded in builtup section
24
117000
-
... More
Site Clearance & unforeseen works
1
1368
-
... More
Miscellaneous Works
1
50000
-
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