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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance ADD GANDHI MARKET CCL SAUNDA PATRATU RAMGARH | RAMGARH | JHARKHAND | 825101 | -5.06% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance NA | -2.77% | ₹1.6 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical NULL | - | - | - | Rejected-Technical Not Qualified |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
27 Jun 2026, 5:00 pmClosed
DISTRICT ENGINEER, DISTRICT BOARD, RAMGARH
OFFICE OF DISTRICT ENGINEER DISTRICT BOARD RAMGARH
Construction of P.C.C Road from Hesla Saraswati Sishu Vidya Mandir via Bansgarha to C.C.L Pul at Vill Hesla G.P Hesla Block Patratu Dist Ramgarh
2026_ZPRAM_115432_2
ZP/RAMGARH/04/2026-27
Open Tender
Civil Works
Percentage
180 days
HESLA PATRATU
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.3 L
27 Jul 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
27 Jun 2026
22 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORKS | - | - | - | - |
| 2 | EARTHWORK | 2,323.3 | m2 | 6.7 | ₹15,566.11 |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 992.4 | m3 | 131.3 | ₹1,30,302.12 |
| 4 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 912.19 | m3 | 1,437.6 | ₹13,11,364.34 |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 | 1,117.02 | m3 | 5,360.4 | ₹59,87,674.01 |
| 6 | Carriage of Materials | - | - | - | - |
| 7 | Cement-10km | 0.8 | mt | 502.6 | ₹401.58 |
| 8 | Sand -20Km | - | m3 | 431.6 | - |
| 9 | Stone chips-35 Km | 1,936.2 | m3 | 693.4 | ₹13,42,561.08 |
| 10 | Stone Metal -35Km | 351.46 | m3 | 693.4 | ₹2,43,702.36 |
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