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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-Finance | ₹24.6 L | L1 | Accepted-Finance Accepted due to lowest quoted rate |
| 2 | L2₹25.4 LRejected-Finance | ₹25.4 L | L2 | Rejected-Finance Rejected due to higher quoted rate |
| 3 | L3₹25.5 LRejected-Finance | ₹25.5 L | L3 | Rejected-Finance Rejected due to higher quoted rate |
| 4 | L4₹25.6 LRejected-Finance | ₹25.6 L | L4 | Rejected-Finance Rejected due to higher quoted rate |
| 5 | L5₹29.3 LRejected-Finance AKHILESH ABHIYANTA PRANTIYA KHAND LONI VIV BARABANKI | BARABANKI | UTTAR PRADESH | 225001 | ₹29.3 L | L5 | Rejected-Finance Rejected due to higher quoted rate |
Tender Value
₹34.6 L
EMD Value
₹3.5 L
Closing Date
25 Mar 2026, 12:00 pmClosed
SE AYODHAYA
OFFICE OF SE AYODHAYA
Renewal of Karaundi Khurd to Magarwal Link Road in km-1, 2, 3, 4
2026_CEUFZ_1128158_1
1781/2 yata-ayo0a0Circle/26 Date-18.03.2026
Open Tender
Civil Works - Roads
60 days
BARABANKI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.5 L
Yes
OFFICE OF SE AYODHAYA
30 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 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 sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405 | |||||
| 2Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge . | |||||
| 3Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant(HMP), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | |||||
| 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 Clause 510 | |||||
| 5Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic | |||||
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