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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance 16A 71A NEW SOHBATIYABAG GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Accepted-Finance AS PER PRAHARI LOTTERY | |
| 2 | L1₹1.2 CrRejected-Finance | L1 | Rejected-Finance AS PER PRAHARI LOTTERY | |
| 3 | L1₹1.2 CrRejected-Finance 02 ASPUR DEVSARA NEAR BAJRANG BALI KA MANDIR DAUDPUR PATTI ROAD VILLAGE TOWN DHAURAHARA CITY PATTI PRATAPGARH UTTAR PRADESH 230124 INDIA | PRATAPGARH | UTTAR PRADESH | 230124 | L1 | Rejected-Finance AS PER PRAHARI LOTTERY | |
| 4 | L1₹1.2 CrRejected-Finance | L1 | Rejected-Finance AS PER PRAHARI LOTTERY | |
| 5 | L1₹1.2 CrRejected-Finance | L1 | Rejected-Finance AS PER PRAHARI LOTTERY |
Tender Value
₹1.5 Cr
EMD Value
₹9.6 L
Closing Date
6 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE, PRAYAGRAJ CIRCLE, PWD, PRAYAGRAJ
SE, PRAYAGRAJ CIRCLE, PWD, PRAYAGRAJ
Construction work of (5X5 mtr span RCC Box Culvert) Laghu Setu on 120 Fit Road Devghat to Bhiti jane wale marg par sasur khaderi nadi
2026_CEALD_1187428_9
5654/10Com(P)-PRJ.CIRCLE/2026 DATED 07.09.2026
Open Tender
Civil Works - Bridges
Fixed-rate
300 days
PRAYAGRAJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.6 L
15 Oct 2026
19 Sept 2026
6 Oct 2026
19 Sept 2026
6 Oct 2026
19 Sept 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 | Construction 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 | - | Cum | 90.4 | - |
| 2 | Granular 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. | - | Cum | 1,939.5 | - |
| 3 | WBM 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 | - | Cum | 2,493 | - |
| 4 | WBM Grading - III 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 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per MORD Technical Specification Clause 405 | - | Cum | 2,661.5 | - |
| 5 | Prime 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) | - | Sqm | 49.5 | - |
| 6 | Tack 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) | - | Sqm | 24.5 | - |
| 7 | 20mm 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) | - | Sqm | 194.5 | - |
| 8 | Seal 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) | - | Sqm | 71.8 | - |
| 9 | Brick Edging Brick edging on both sides of the road of brick class M-150, 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming athe excavated earth as directed by the engineer incharge of the work including material labour & T&P etc for proper completion of work. but bond edging both side and road. SOR No. 765 | - | Km | 65,044 | - |
| 10 | Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. (600 mm dia Hume Pipe) | - | Rm | 3,554.5 | - |
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