NHPC Limited Tender
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Costs
EMD
₹ 98,000Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHPC_829066_1Bid Award Id
ViewTender No
NBPS/CnP/2024-25/W-13/230Tender Authority
NHPC Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials
3970.02
399681
100.68
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Opening out old wire crates those and re-binding after filling.
390.75
15051
38.52
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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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½
coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
79.2
848661
10715.42
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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 courses fillets, kerbs and steps etc.
311.15
197720
635.45
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Supplying and stacking at site. Good earth
2800
910386
325.14
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Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand
1572
23957
15.24
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Carriage Of Material (earth from 2 km) By Mechanical Transport including loading, unloading and stacking Cost per Trip per unit I/C GST on Work Contract @ 18%, 15% CP & OH and 1% Cess
447
85140
190.47
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Carriage Of Material (Excavated rock from 5 km) By Mechanical Transport including loading, unloading and stacking Cost per Trip per unit I/C GST on Work Contract @ 18%, 15% CP & OH and 1% Cess
248
99770
402.3
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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-incharge.
99
375837
3796.34
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