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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L Quoted ₹43.6 L | L1 | Accepted-AOC AS PER BOND |
| 2 | L2₹44.3 LRejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹44.3 L | L2 | Rejected-Finance AS PER RATE |
| 3 | L3₹46.5 LRejected-Finance | ₹46.5 L | L3 | Rejected-Finance AS PER RATE |
| 4 | L4₹47.2 LRejected-Finance GARHWA KALAN KAUNDHIYARA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹47.2 L | L4 | Rejected-Finance AS PER RATE |
| 5 | L5₹47.4 LRejected-Finance 25A CHAK HARINANDAN NAIN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹47.4 L | L5 | Rejected-Finance AS PER RATE |
Tender Value
₹71.3 L
EMD Value
₹5.6 L
Closing Date
8 Apr 2026, 3:00 pmClosed
SE, PRAYAGRAJ CIRCLE, PWD, PRAYAGRAJ
SE, PRAYAGRAJ CIRCLE, PWD, PRAYAGRAJ
Construction work of 3X6 mtr span Box Culvert on SMK Meja Khas to Amkacha Sampark District Prayagraj
2026_CEALD_1131884_4
2242/10Com(P)-PRJ.CIRCLE/2025 DATED 23.03.2026
Open Tender
Civil Works - Roads
180 days
PRAYAGRAJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.6 L
23 May 2026
31 Mar 2026
8 Apr 2026
31 Mar 2026
8 Apr 2026
31 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 As per MORD Technical Specification Clause No. 301.5 | |||||
| 2Granular Sub-base with well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401. | |||||
| 3WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per MORD Technical Specification Clause 405 | |||||
| 4Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. 1000 mm dia as per MORD Technical Specification Clause 1100 | |||||
| 5Cement Treated Subbase Providing, laying and spreading Material on a prepared sub grade, cement @ 2% by weight to the spread Material manually, mixing in placew ith rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base As per MORD Technical Specification Clause No. 405(4.7) | |||||
| 6Cement treated Grade III Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. As per MORD Technical Specification Clause No. 405(4.7) | |||||
| 7Prime coat Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORD Technical Specification Clause No. 502 (Including Cost of Emlusion) | |||||
| 8Tack coat Providing and applying tack coat with bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom. As per MORD Technical Specification Clause No. 503(iii) (Including Cost of Bitumen) | |||||
| 920mm thick Open-Graded Premix Carpet using Bituminous Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. As per MORD Technical Specification Clause No. 508 (Including Cost of Bitumen) | |||||
| 10Seal Coat - Type C (approach Method) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. As per MORD Technical Specification Clause No. 510 (Including Cost of Bitumen) | |||||
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