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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | ₹4.4 L | L1 | Accepted-Finance LOW |
| 2 | L2₹4.8 LRejected-Finance | ₹4.8 L | L2 | Rejected-Finance HIGH |
| 3 | L3₹4.9 LRejected-Finance | ₹4.9 L | L3 | Rejected-Finance HIGH |
| 4 | L4₹4.9 LRejected-Finance | ₹4.9 L | L4 | Rejected-Finance HIGH |
| 5 | L5₹5.0 LRejected-Finance | ₹5.0 L | L5 | Rejected-Finance HIGH |
Tender Value
₹5.1 L
EMD Value
₹52,000
Closing Date
25 Mar 2026, 12:00 pmClosed
Executive Engineer P.D. P.W.D. Ballia
Executive Engineer P.D. P.W.D. Ballia
Road from TS Bundha to the residence of Shivji Pradhan Village Head in Gram Panchayat Sultanpur
2026_CEUAZ_1127360_2
1121/4A Date 11.03.2026
Open Tender
Civil Works
90 days
Ballia
Please refer Tender documents.
2 documents required · 2 mandatory
₹945
₹52,000
14 May 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing Rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. | |||||
| 2Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.0kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5. | |||||
| 3Providing, laying and rolling of open graded premix carpet of 20 mm thickness over a tack coat with approved grit 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (V.G.-10) to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followed by seal coat of either Type C as per Technical Specification Clause 508. | |||||
| 4Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using Seal coat (Type "C") with approved 6-7mm. Graded grit and bitumen (V.G.-10) as per Technical Specification Clause 510. | |||||
| 5Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 | |||||
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