Construction of RCC Culvert Across Belwaghat River in Village Salga, At-Salga, GP-Gidhour, Block-Gidhour, Estimate cost-8565000
Zila Parishad Chatra · Chatra, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹85.6L
- EMD: ₹1.7L
- Published: 31 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:17 UTC
Description
Construction of a four-span RCC slab culvert across the Belwaghat River at Village Salga, under G.P. Gidhour, Block Gidhour, District Chatra. The estimated value is Rs. 8,563,577.82.
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 (37)
- Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Mechanical means. Depth upto 3m (not requiring blasting) in ordinary soil — Qty: 345.92 M3
- Ordinary Rock — Qty: 230.62 M3
- P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) — Qty: 16.21 M3
- P.C.C. M15 (1:2:4) grade levelling course below approach slab complete as per design and specification below Approach Slab — Qty: 4.95 M3
- Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & manual placing) — Qty: 109.14 M3
- Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M — Qty: 53.6 M3
- Construction of railing of M 30 grade in – situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification. — Qty: 60 M
- Furnishing and placing Reinforcement/Pre stressed cement concrete in Super-Structure as per drawing and technical specification, RCC Grade M 30 Solid Slab (Height upto 5 M) — Qty: 72.99 M3
- Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification. — Qty: 12.38 M3
- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. — Qty: 9.9 M3
- Providing and fixing 20mm thick compresible fibre board in expansion complete as per drawing &Technical specification. — Qty: 27.5 m
- Drainage spout complete as per drawing and technical specification. — Qty: 16 nos.
- Providing weep holes in Brick Masonry/Plain/Reinforced Concrete Abutment, Wing Wall/Return Wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. — Qty: 20 nos.
- Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification. — Qty: 3.02 MT
- Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification — Qty: 10.55 MT
- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. — Qty: 7.71 MT
- Construction of embankment with approved materials 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: 1224 M3
- Compacting original ground supporting embankment (Rolling with vibratory roller) — Qty: 337.5 M3
- Granular material Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. — Qty: 96.79 M3
- Construction of Sub Grade & Earthen Shoulder ( Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead up to 250 m as per Technical Specification claouse 303.1 — Qty: 342 M3
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