WAPCOS Limited Tender
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WAPCOS Limited - WAPCO Tender
Drainage Work
Eprocure
Opening Date25 Feb 2025
Closing Date18 Mar 2025
Tender Amount₹ 10,95,00,000
Costs
EMD
₹ 20,95,002Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WAPCO_227957_1Tender No
WAP/ROPEWAYS/2024-25/10Tender Authority
WAPCOS Limited ViewPurchaser Address
-Website
http://http://www.wapcos.gov.in/
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Documents
BOQ Items
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Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
2782.33
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-
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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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
380.75
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete Extra cement up to 10% of the minimum pecified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content
of 300 kg /cum
1654.93
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-
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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 Thermo-Mechanically Treated bars of grade Fe-500D or more.
1158.45
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-
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Centering and shuttering including strutting, propping etc. and removal of form work for :
-
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Foundations, footings, bases for columns
759.04
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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
1615.72
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Suspended floors, roofs, landings, balconies and access platform
13039.58
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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineerin-charge.
270
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat
cement complete as per standard design:With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
3
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
70
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DISMENTLING
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable
material.
-
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-
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Beyond 30 cm girth up to and including 60 cm girth
5
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Beyond 60 cm girth up to and including 120 cm girth
2
-
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Beyond 120 cm girth up to and including 240 cm girth
1
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
32
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Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
22
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charg Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix)
22
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-
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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
597
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Demolishing cement concrete manually/ by mechanicalmeans including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
166
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RESTORATION OF ROAD
-
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Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
22
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Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
32
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
-
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With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
22
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
-
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On W.B.M. @ 0.75 Kg / sqm
146
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-
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2.5 cm premix carpet surfacing with 3 cu.m of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity etc. complete.
146
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Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete
146
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EXTERNAL STORM WATER NETWORK
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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. All kinds of soil
7452.84
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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 up to 1.5 m.
2426.7
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Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
5026.14
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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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
238.4
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete Extra cement up to 10% of the minimum pecified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content
of 300 kg /cum
1501.53
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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 Thermo-Mechanically Treated bars of grade Fe-500D or more.
1051.07
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Centering and shuttering including strutting, propping etc. and removal of form work for :
-
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Foundations, footings, bases for columns
147.33
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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
569.78
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Suspended floors, roofs, landings, balconies and access platform
6363.17
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EXISTING DRAIN DISMANTLING
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable
material.
-
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-
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Beyond 30 cm girth up to and including 60 cm girth
5
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Beyond 60 cm girth up to and including 120 cm girth
2
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Beyond 120 cm girth up to and including 240 cm girth
1
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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
1415
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Demolishing cement concrete manually/ by mechanicalmeans including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
250
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SEWER NETWORK
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Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth,
including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m
-
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All kinds of soil
-
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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
1598.3
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Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
359.7
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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 :
-
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1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) )
185
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Centering and shuttering including strutting, propping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete
959.2
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Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (DOUBLE WALL CORRUGATED WITH IN-LINE SOCKETED PIPE (WITH RUBBER RING)) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per directionon of Engineer in charge.
Note : E/w to be measured and paid separately. (Excluding cost for earth work & back filling which shall be paid separately)
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150mm (NB) dia
1598.3
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of
neat cement, all complete as per standard design :
-
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0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and12mm thick cement plaster at the external surface shall be paid for separately) :
-
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With Sewer bricks conforming to IS : 4885
39
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
-
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With Sewer bricks conforming IS : 4885
11.6
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia attop in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick withcement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cementfoundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mmnominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neatcement, all complete as per standard design :
-
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1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mminternal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and12 mm thick cement plaster at the external surface shall be paid for separately) :
-
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With Sewer bricks conforming IS : 4885
18
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to2.29 m :
-
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With Sewer bricks conforming IS : 4885
4.7
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, Foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neatcement, all complete as per standard design :
-
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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mminternal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
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With Sewer bricks conforming IS : 4885
17
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
-
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With Sewer bricks conforming IS : 4885
8.1
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
435
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CUTTING OF ROAD
-
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Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
271.29
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Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
28.69
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RESTORATION OF ROAD
-
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
-
-
-
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With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
109.99
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
11
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Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10
Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc.
complete as per direction of Engineer-in- charge.
109.99
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
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Concrete of M30 grade with minimum cement content of 350 kg /cum
161.32
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
-
-
-
... More
On W.B.M. @ 0.75 Kg / sqm
573.73
-
-
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2.5 cm premix carpet surfacing with3 cu.m of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity etc. complete.
573.73
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Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete
573.73
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FLUSHING TANK
-
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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. All kinds of soil
173.66
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... 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 up to 1.5 m.
122.66
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Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
61.2
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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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
12.58
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-
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete Extra cement up to 10% of the minimum pecified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content
of 300 kg /cum
58.58
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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 Thermo-Mechanically Treated bars of grade Fe-500D or more.
84.36
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... More
Centering and shuttering including strutting, propping etc. and removal of form work for :
-
-
-
... More
Foundations, footings, bases for columns
438.14
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Providing ,supplying,Laying,Jointing & Testing of High Density Polyethylene (H.D.P.E) Pipes in standard lengths , confirming to IS 14333 (amended up to date) and jointing HDPE pipe in proper position by coupler sockets/butt fusion jointing procedure including hydraulic testing as per relevant IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories for hydraulic testing and all labours including all material cost,labour cost, transportation and freight charges inspection charges, loading / unloading charges, conveyance to the site of work & stacking the same in closed shade duly protecting from sunrays, rains & theft or physical damage, etc.
including all fittings with or without access i.e. bends, junctions, cowls, offsets, MTA/FTA Tail piece, end cap etc. with butt fusion welding Joint all complete as per direction of Engineer In charge
316.8
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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
374.86
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Neoprene rubber seal 20mm thick including fixing
17.28
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PART A - STP EXCLUDING CIVIL EORK
-
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The price for Design, Supply, Testing, Commissioning, Installation of 70 m3 /day Sewage Treatment Plant Based on MBBR Technology. With Package Type and transportation charges
1
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Operation and Maintenance (5 Year)
1
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PART B - CIVIL WORK
-
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BOQ- TREATED WATER DISTRIBUTION NETWORK (FOR FLUSHING TANK)
-
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
771.99
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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.
769.76
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Supplying and filling in plinth with sand under floors, including
watering, ramming, consolidating and dressing complete.
0.76
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-
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes PE-100 PN10 as per IS-4984: 1995 (amended upto date) with anti rodent food graded Material with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6M/12M
-
-
-
... More
32 mm Dia Pipe
822
-
-
... More
40 mm Dia Pipe
254
-
-
... More
50 mm Dia Pipe
324
-
-
... More
75 mm Dia Pipe
92
-
-
... More
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse 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 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
10
-
-
... More
Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) :
-
-
-
... More
32 mm Dia Pipe
19
-
-
... More
40 mm Dia Pipe
4
-
-
... More
50 mm Dia Pipe
3
-
-
... More
75 mm Dia Pipe
1
-
-
... More
JCPP 40/16-CI GLAND TYPE Nos. 1.00 23390.00 20.00% 18712.00 Centrifugal Process Pump Size : 65 X 40 mm Req. HP/RPM : 5/2900 Head : 30 mtr Flow : 15m3/hr impellerØ : 156mm sp. gr : 1 temp : ambient M.O.C. : CI Gland type, Including Base Frame and Electric Motor of 5 H.P/3000RPM (2 Nos - 1 Working +1 Standby)
2
-
-
... More
Equalization Tank(25KL)
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
-
-
-
... More
Upto 1.5 Mtr Depth
73.49
-
-
... More
1.5 to 3.0 Mtr Depth
73.49
-
-
... More
3.0 to 4.5 Mtr Depth
19.6
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
161.28
-
-
... More
Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
24.16
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1.76
-
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-incharge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
14.07
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete
6.16
-
-
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
85.4
-
-
... More
Suspended floors, roofs, landings, balconies and access platform etc.
10.23
-
-
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.22
-
-
... More
Steel 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.
1230
-
-
... More
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
67.43
-
-
... More
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage
-
-
-
... More
For vertical surface two coats @ 0.70 kg per sqm
42.7
-
-
... More
For horizontal surface one coat @1.10 kg per sqm
8.4
-
-
... More
Providing and applying of swellable type water stop tape, 19mm x25mm thick in linear meter (expansive nature) for construction jointstreatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining wallsetc.. After cleaning the surface, one coat of required primer forswellable water stop tape shall be applied throughout the length ofthe joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall becarried out all complete as per specification and the direction of theEngineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.
12.2
-
-
... More
Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design.
76
-
-
... More
Providing and fixing 500mm dia C.I. Precast Concrete Manhole cover with frame over UGR including cost, conveyance, of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge.
4
-
-
... More
Finishing walls with Acrylic Smooth exterior paint of required shade ew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
17.96
-
-
... More
Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729.
3
-
-
... More
Clear Water reservouir (25KL)
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
-
-
-
... More
Upto 1.5 Mtr Depth
73.49
-
-
... More
1.5 to 3.0 Mtr Depth
73.49
-
-
... More
3.0 to 4.5 Mtr Depth
19.6
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
161.28
-
-
... More
Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
24.16
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1.76
-
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-incharge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All works upto plinth level : Concrete of M30 grade with minimum cement content
of 350 kg /cum
14.07
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete
6.16
-
-
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
85.4
-
-
... More
Suspended floors, roofs, landings, balconies and access platform etc.
10.23
-
-
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.22
-
-
... More
Steel 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.
1230
-
-
... More
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
67.43
-
-
... More
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage
-
-
-
... More
For vertical surface two coats @ 0.70 kg per sqm
42.7
-
-
... More
For horizontal surface one coat @1.10 kg per sqm
8.4
-
-
... More
Providing and applying of swellable type water stop tape, 19mm x25mm thick in linear meter (expansive nature) for construction jointstreatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining wallsetc.. After cleaning the surface, one coat of required primer forswellable water stop tape shall be applied throughout the length ofthe joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall becarried out all complete as per specification and the direction of theEngineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.
12.2
-
-
... More
Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design.
76
-
-
... More
Providing and fixing 500mm dia C.I. Precast Concrete Manhole cover with frame over UGR including cost, conveyance, of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge.
4
-
-
... More
Finishing walls with Acrylic Smooth exterior paint of required shade ew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
17.96
-
-
... More
Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729.
3
-
-
... More
BAR CHAMBER
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
-
-
-
... More
Upto 1.5 Mtr Depth
1.85
-
-
... 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.
1.43
-
-
... More
Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
0.67
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
0.1
-
-
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-incharge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
0.2
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete
0.7
-
-
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1.96
-
-
... More
Steel 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.
10.12
-
-
... More
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
1.47
-
-
... More
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage
-
-
-
... More
For vertical surface two coats @ 0.70 kg per sqm
0.98
-
-
... More
For horizontal surface one coat @1.10 kg per sqm
0.49
-
-
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
7.85
-
-
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
0.83
-
-
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