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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC AOC |
| 2 | L2₹2.9 LRejected-Finance | ₹2.9 L | L2 | Rejected-Finance Rejected Due to Higher Rate |
| 3 | L3₹3.0 LRejected-Finance | ₹3.0 L | L3 | Rejected-Finance Rejected Due to Higher Rate |
| 4 | L4₹3.0 LRejected-Finance | ₹3.0 L | L4 | Rejected-Finance Rejected Due to Higher Rate |
| 5 | L5₹3.1 LRejected-Finance | ₹3.1 L | L5 | Rejected-Finance Rejected Due to Higher Rate |
Tender Value
₹4 L
EMD Value
₹40,000
Closing Date
28 Mar 2026, 12:00 pmClosed
RAVINDRA SINGH ARYA
cd3pwd sultanpur
Construction work of link road from main road four lane to Gosai ka Purwa in village Semri (Rajapur) Budhapur
2026_CEUFZ_1128914_7
627/4A/2025-26 Date 18.03.2026
Open Tender
Civil Works
90 days
SULTANPUR
Construction work of link road from main road four lane to Gosai ka Purwa in village Semri (Rajapur) Budhapur
3 documents required · 3 mandatory
₹944
Yes
₹40,000
Yes
SULTANPUR
26 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber , applying and brooming, crushible screening to fill up the interstices of coarse aggregate , watering and compacting, to the required density grading 3 as per technical specification | |||||
| 2Providing and applying Tack coat with bitumen VG-10 Grade using bitumen pressure dristibutor at the rate of 0.30 Kg per Sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification. | |||||
| 3Providing, 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 VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant by Mixal, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification | |||||
| 4Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification | |||||
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