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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-Finance | ₹20.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.8 LRejected-Finance GORAKHPUR | UTTAR PRADESH | 273001 | ₹20.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹21.4 LRejected-Finance | ₹21.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹21.4 LRejected-Finance | ₹21.4 L | L4 | Rejected-Finance L4 |
| 5 | L5₹25.4 LRejected-Finance | ₹25.4 L | L5 | Rejected-Finance L5 |
Tender Value
₹33.4 L
EMD Value
₹3.3 L
Closing Date
6 Apr 2026, 12:00 pmClosed
ee pd pwd bhadohi
ee pd pwd bhadohi
Gram panchayat chhatami me koulapur semaradh marg se chhatami brahman basti tak marg ka navnirman karya
2026_CEMRZ_1129688_1
910/24A Date- 23.03.2026
Open Tender
Civil Works
90 days
bhadohi
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
Yes
₹3.3 L
Yes
16 Apr 2026
31 Mar 2026
6 Apr 2026
31 Mar 2026
6 Apr 2026
31 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular "pits not exceeding Vi meter (20") in depth and earth work in embankment to be in 20 Cm. (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 m. (5 ft) lift and 30 m. (100') lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100') distance as directed by the E/I. SI No-251 | |||||
| 2Construction of granular Sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as perTechincal Specification clause 401 | |||||
| 3Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm) to water bound macadam 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 requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density . WBM Grading-II as per Technical Spcification clause 405. | |||||
| 4Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 405. | |||||
| 5Brick Edging on both sides of roads of straight over burnt brick Class-150 Bricks/ 7.50 cm wide and 11.5 cm. deep laid with mud mortar finished to required template in proper alignment & including dressing & ramming the excavated earth as directed by E/I as per S.I. No. 765. | |||||
| 6Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00kg/sqm using mechanical means as per Technical Specification Clause 502. | |||||
| 7Providing and applying tack coat with bitumen (VG-10) using bitumen distributor at the rate of 0.30-0.4 kg per sqm on the prepared surfaces cleaned with hydraulic broom Technical Specification Clause 503. | |||||
| 8Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat | |||||
| 9Providing and laying seal coat sealing the voids in a bituminous surface laid to specefication to the specified levels using crushed stone chipping 6.7mm size and the penetration bitumen VG-10 as per Technical Specification Clause 510. | |||||
| 10Same as above item no. 1 but for Pateri SI No-253 | |||||
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