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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-Finance | ₹36.2 L | L1 | Accepted-Finance Accepted Due to Lowest Rate |
| 2 | L2₹36.7 LRejected-Finance 166 BAGHRAJPUR LOHRAMAU ROAD SULTANPUR UTTAR PRADESH | ₹36.7 L | L2 | Rejected-Finance Rejected Due to Higher Rate |
| 3 | L3₹38.1 LRejected-Finance | ₹38.1 L | L3 | Rejected-Finance Rejected Due to Higher Rate |
| 4 | L4₹38.3 LRejected-Finance | ₹38.3 L | L4 | Rejected-Finance Rejected Due to Higher Rate |
| 5 | L5₹39.9 LRejected-Finance AKHILESH ABHIYANTA PRANTIYA KHAND LONI VIV BARABANKI | BARABANKI | UTTAR PRADESH | 225001 | ₹39.9 L | L5 | Rejected-Finance Rejected Due to Higher Rate |
Tender Value
₹48 L
EMD Value
₹4.4 L
Closing Date
10 Apr 2026, 12:00 pmClosed
ADITYA KUMAR
Superintending Engineer Sultanpur-Amethi Circle P.W.D. Sultanpur
Reniwal of Khudauli minor link road from Bharkhare Parasnath Bhuj shop by PC hot mix plant.
2026_CEUFZ_1131012_2
1229/1Com-Su.A.Cir./2025-26 Date 23.03.2026
Open Tender
Civil Works
90 days
SULTANPUR
Reniwal of Khudauli minor link road from Bharkhare Parasnath Bhuj shop by PC hot mix plant.
3 documents required · 3 mandatory
₹2,714
Yes
₹4.4 L
Yes
SULTANPUR
25 Apr 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
7 Apr 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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