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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.8 LAccepted-Finance GOMABAZAN NEAR HANUMAN MANDIR GHAZIPUR SCHOOL TO ADARSH GAON HP | GHAZIPUR | UTTAR PRADESH | 232325 | ₹91.8 L | L1 | Accepted-Finance ADMITTED |
| 2 | L2₹98.4 LRejected-Finance CHIRA GHORAWAL SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹98.4 L | L2 | Rejected-Finance NOT ADMITTED |
| 3 | L3₹1.0 CrRejected-Finance BAWADE BONIJASIPUR GHAZIPUR | GHAZIPUR | UTTAR PRADESH | 232325 | ₹1.0 Cr | L3 | Rejected-Finance NOT ADMITTED |
| 4 | Not Admitted-Fee/PreQual/Technical GRAM GAHMAR PATTI GOVIND RAI STATION ROAD JAMANIYA DISTRICT GHAZIPUR | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.1 Cr
EMD Value
₹7.7 L
Closing Date
24 Mar 2026, 2:00 pmClosed
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
C/O Salempur Baghai road to babura harijan basti link road
2026_CEUVZ_1127540_1
558/SETender/jnp-gzp circle/25 Date-02-02-2026
Open Tender
Civil Works
365 days
JAUNPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.7 L
Yes
20 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 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 (Including all material T&P, labour cess etc but excluding GST) | |||||
| 2Construction of granular sub-base by providing close 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 vibratory rollar to achieve the desired density , complete as per clause 401 (Including all material T&P, labour cess etc but excluding GST) | |||||
| 3Providng & laying , spreading and compacting stone aggregates of specific sizes (45-63mm S.S.B.) to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN in stage to proper grade and camber , applying and brooming , crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the require density grading 2 as per Technical Specification Clause 405.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 4Providng & laying , spreading and compacting stone aggregates of specific sizes (22.4-53 mm S.S.B) .to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN in stage to proper grade and camber , applying and brooming , crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the require density grading 3 as per Technical Specification Clause 405.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 5Brick edging on both side of the road with 1st class bricks laid on edge with mud mortar including Cost of all labour materials T&P etc . Complete.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 6Providing and applying primer coat with bitumen slow setting 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 technical specification clasue 502.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 7Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.30 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clasue 503.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 8Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm. to 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 9Providing 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 Technical Spefification Clause -510.(Including all material T&P, labour cess etc but excluding GST) | |||||
| 10Construction of Subgrade and earthen shoulders with approved material obtained from R.O.W. with all lift and leads, transporting to site, spresding grading to reqiire slope and compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 303.1 | |||||
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