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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹88.9 LAdmitted-Finance ARUN AGRAWAL AT PO BARKAKANA NEAR HANUMAN MANDIR PATRATU RAMGARH | -10.56% | ₹88.9 L | L1 | Admitted-Finance |
| 2 | L2₹99.3 LAdmitted-Finance 113 2 2 ROAD NO 9 ADITYAPUR DISTRICT SARAIKELA KHARSAWAN 831013 | SARAIKELA KHARSAWAN | JHARKHAND | 831013 | -0.10% | ₹99.3 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹99.4 L
EMD Value
₹2.0 L
Closing Date
14 May 2026, 4:00 pmClosed
DISTRICT ENGINEER, DISTRICT BOARD, RAMGARH
OFFICE OF DISTRICT ENGINEER DISTRICT BOARD RAMGARH
CONSTRUCTION OF PCC ROAD AND CULVERT IN MAHTO TOLA ROAD AT VILL-SUDI, GP- PALI, BLOCK -PATRATU, DIST- RAMGARH
2026_ZPRAM_113721_2
ZP/RAMGARH/01/2026-27
Open Tender
Civil Works
150 days
PALI, PATRATU
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.0 L
22 May 2026
8 May 2026
15 May 2026
8 May 2026
14 May 2026
8 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | CIVIL WORK | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 0.12 | HA | 19,760.3 | ₹2,371.24 | BI01010001010000000000000515BI0100001113 |
| 3 | 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. | 238.8 | m3 | 52.6 | ₹12,560.88 | BI01010001010000000000000515BI0100001114 |
| 4 | 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 | 707.2 | m3 | 131.3 | ₹92,855.36 | BI01010001010000000000000515BI0100001115 |
| 5 | 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 | 165.32 | m3 | 1,437.6 | ₹2,37,664.03 | BI01010001010000000000000515BI0100001116 |
| 6 | 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 | 214.38 | m3 | 5,360.4 | ₹11,49,162.55 | BI01010001010000000000000515BI0100001117 |
| 7 | Carriage of Materials | - | - | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Cement-10km | 85.75 | mt | 502.6 | ₹43,097.95 | BI01010001010000000000000515BI0100001119 |
| 9 | Sand -20Km | 96.47 | m3 | 431.8 | ₹41,655.75 | BI01010001010000000000000515BI0100001120 |
| 10 | Stone chips-35 Km | 354.95 | m3 | 574.36 | ₹2,03,869.08 | BI01010001010000000000000515BI0100001121 |
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