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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.2 LAccepted-AOC GHAZIPUR | UTTAR PRADESH | 232325 | ₹59.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹70.6 LRejected-Finance SASAULI KE PASS BESSO NADIVARS STHIT SETU MAROMAD UNRY SURAKSHATRAK KARGA IN DISTTINIC LABRZINUS | SOUTH EAST | DELHI | 110025 | ₹70.6 L | L2 | Rejected-Finance Not Admitted |
| 3 | L3₹71.4 LRejected-Finance MOHALLA SUBHASHNAGAR DEOKALI ROAD DISTT LAKHIMPUR KHERI | LAKHIMPUR KHERI | LAKHIMPUR KHERI | UTTAR PRADESH | ₹71.4 L | L3 | Rejected-Finance Not Admitted |
Tender Value
₹89 L
EMD Value
₹6.5 L
Closing Date
24 Mar 2026, 2:00 pmClosed
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
C/O Karka (Yamuna International School) se yadav basti awm brahaman basti hote huye dalit basti me Swargi Molai Ram ke ghar se bahlolpur link road
2026_CEUVZ_1127540_2
558/SETender/jnp-gzp circle/25 Date-02-02-2026
Open Tender
Civil Works
180 days
JAUNPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.5 L
Yes
9 Jun 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 approved material obtained from R.O.W 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 as per Technical Specification Clause 301.5 ( excluding GST) | |||||
| 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. ( excluding GST) | |||||
| 3W.B.M (Grade-2) Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45 mm to water bound macadam (G-2) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50 cm thickness to the required density Grading 2 as per Technical Specification Clause 405. ( excluding GST) | |||||
| 4W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50 cm thickness to the required density Grading 3 as per Technical Specification Clause 405. ( excluding GST) | |||||
| 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 .(excluding GST) | |||||
| 6Providing and applying Primer coat with bitumen emulsion using bitumen emulsion distributor at the rate of 0.70 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 502.(including emulsion but excluding GST) | |||||
| 7Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(including bitumen but excluding GST) | |||||
| 8Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508.(including bitumen but excluding GST) | |||||
| 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.(including bitumen but excluding GST) | |||||
| 10Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from ROW all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. ( excluding GST) | |||||
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