NREP/DMK/DMFT/19/26-27 gr 02
N.R.E.P DUMKA · Dumka, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹39.2L
- EMD: ₹79K
- Published: 02 Nov 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:43 UTC
- Office: N.R.E.P., Dumka
Description
Construction of a PCC road from Alubera PWD Road to Astajora Village in Astajora Gram Panchayat, Kathikund Block, Dumka District, Jharkhand. The work includes excavation, subgrade preparation, granular sub-base, concrete pavement, earthen shoulders, and carriage of materials.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (10)
- Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m — Qty: 566.41 M3
- Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. — Qty: 283.21 M3
- By Mix in Place Method 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. — Qty: 283.21 M3
- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing — Qty: 377.8 M3
- Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. — Qty: 113.28 M3
- Carriage of Materials a) Cement -Lead 10S KM — Qty: 158.9 MT
- b) Sand -Lead(1 k+24S) KM — Qty: 445.66 M3
- c) Stone Dust -Lead (1US+39S)KM — Qty: 190.31 M3
- s) Stone Chips (1k+39S)KM — Qty: 497.09 M3
- Labour Cess — Qty: 1 each
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