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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.6 LAccepted-AOC | ₹54.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹56.1 LRejected-Finance SURAJ VIHARI COLONY OLANDGANJ JAUNPUR | JAUNPUR | JAUNPUR | UTTAR PRADESH | ₹56.1 L | L2 | Rejected-Finance Not Admitted |
| 3 | L3₹60.6 LRejected-Finance LEDUKA BADLAPUR JAUNPUR | BADLAPUR | JAUNPUR | UTTAR PRADESH | ₹60.6 L | L3 | Rejected-Finance Not Admitted |
| 4 | L4₹65.1 LRejected-Finance | ₹65.1 L | L4 | Rejected-Finance Not Admitted |
Tender Value
₹71.2 L
EMD Value
₹5.6 L
Closing Date
24 Mar 2026, 12:00 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
C/O Anapur me Thakur Basti link road
2026_CEUVZ_1126823_6
1178/SE Tender/jnp-gzp circle/25 Date-07-03-2026
Open Tender
Civil Works
120 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.6 L
Yes
22 May 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 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 | |||||
| 2Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired denisty, complete as per Technical Specification clause 401. | |||||
| 3Providing laying spreading and compacting stone aggregates of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber applying and brooming requisite type of screening materials stone dust to fill-up the interstices of course aggregtate watering and compacting to the required density grading 2 as per Technical Specification clause 405. | |||||
| 4Providing laying spreading and compacting stone aggregates of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of binding materials stone dust to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405. | |||||
| 5Brick edging 7.00 cm. wide on both sides of the road by M-150 bricks complete as per PWD detailed specification No. 20.15 as per Technical Specification clause . | |||||
| 6Providing and applying primer coat with bitumen emulsion (SS-2) 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 Technical Specification clause 502. | |||||
| 7Providing and applying Tack coat with bitumen (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bitumen surface cleaned with Hydraulic broom as per Technical Specification clause 503. | |||||
| 8Providing laying and rolling of Open-graded premix surfacing of 20 mm compacted thickness composed of 13.20 mm to 11.20 mm sizes of aggregates mix Ratio 2:1 either using pnetration grade bitumen or emulsion to the 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 three smooth wheeled roller 80-100 tonne capacity, and finishing to required level as per Technical Specification clause 508. | |||||
| 9Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. | |||||
| 10Construction of Subgrade and Earthen Shoulders Construction 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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