NHPC Limited Tender
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NHPC Limited Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 1,21,11,456
Costs
EMD
₹ 2,43,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Construction Of Drain And Retaining Wall For Protection Of 3rd Bench Access Road Of Office Cum Residential Complex, Sawalkote He Project
Description
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Contact
Tender Id
2025_NHPC_852597_1Tender No
NH/SHEP/PNC/2025/PR14324/135Tender Authority
NHPC Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
Tender Document for Construction of Drain and Retaining wall for protection of 3rd Bench Access Road of Office cum Residential Complex, Sawalkote HE Project
BOQ Items
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Providing and laying in position cement concrete of specified grade inluding curing but excluding the cost of centring and shuttering. All work up to plinth level with 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
51.29
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Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns etc.
62.4
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) :Nallah
343.52
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Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like with Cement mortar 1:6 (1 Cement : 6 coarse sand):Nallah
970.66
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
7.49
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Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string course fillets, kerbs andsteps etc
24.96
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Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge.
252.55
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DRAIN WORK.
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres.(All Kind of Soil)
202.81
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Providing and laying in position cement concrete of specified grade inluding curing but excluding the cost of centring and shuttering. All work up to plinth level with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size)
106.91
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Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
588.5
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
8
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Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
28
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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.
880
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