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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC | ₹18.4 L | L1 | Accepted-AOC AOC |
| 2 | L2₹18.5 LRejected-Finance | ₹18.5 L | L2 | Rejected-Finance H |
Tender Value
₹20.7 L
EMD Value
₹2.1 L
Closing Date
30 Mar 2026, 12:00 pmClosed
Executive Engineer P.D. P.W.D. Ballia
Executive Engineer P.D. P.W.D. Ballia
Repair work on the damaged culvert on the Nagara Belthara to Nichhuadih road
2026_CEUAZ_1130079_2
1287/4A Date 17.03.2026
Open Tender
Civil Works
30 days
Ballia
Please refer Tender documents.
2 documents required · 2 mandatory
₹945
₹2.1 L
14 May 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Constn. Of embankment with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 | |||||
| 2G.S.B.(Granular sub base) for filling in rain cut trenches as per drawing and technical specification | |||||
| 3Providing, laying, spreading and compacting stone aggregate of specific size 45-63mm. 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 2 as per Technical Specification Clause 405 of MORD data book. compacted thickness 7.50 cm. | |||||
| 4Providing, 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. | |||||
| 5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of MORD data book. | |||||
| 6Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of MORD data book | |||||
| 7Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing 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 followde by seal coat or either as per Technical Specification Clause 508 | |||||
| 8Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C as per Technical Specification Clause 510 | |||||
| 9Constn. Of Patri with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 . As per Technical specification clause 301.5 | |||||
| 10Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. | |||||
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