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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC 238 5A PURANI P A C GALI ASHOK NAGAR ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹16.2 L | L1 | Accepted-AOC Ist lowest |
| 2 | L2₹16.3 LRejected-Finance | ₹16.3 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹16.6 LRejected-Finance | ₹16.6 L | L3 | Rejected-Finance 3RD LOWEST |
| 4 | L4₹17.0 LRejected-Finance | ₹17.0 L | L4 | Rejected-Finance 4TH LOWEST |
| 5 | L5₹17.2 LRejected-Finance ACHHAL DISTT AURAIYA | AURAIYA | UTTAR PRADESH | 206120 | ₹17.2 L | L5 | Rejected-Finance 5TH LOWEST |
Tender Value
₹23.2 L
EMD Value
₹2.3 L
Closing Date
28 Mar 2026, 12:00 pmClosed
EE CD3 PWD ETAWAH
EE CD3 PWD ETAWAH
Renewal work on Bhaisai Bamba se Thari Road via Dadiyan marg
2026_CEKNP_1128655_2
469/11A/2025-26 dt 11.03.2026
Open Tender
Road Works
90 days
bharthna
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.3 L
Yes
30 May 2026
21 Mar 2026
28 Mar 2026
21 Mar 2026
28 Mar 2026
21 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Ch.-4 (S.I. No-4.7(3) (A)) | |||||
| 2Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Ch-5 (S.I. No-5.2) | |||||
| 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 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 a three wheel 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 Clause 508. Ch-5 (S.I. No-5.9) Case-I(I) | |||||
| 4Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means Ch-5 (S.No.-5.12 A.) By Manual Case-III Type c(I) | |||||
| 5Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Ch-3 (S.I. No-3.14) | |||||
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BOQ_2105067.xls
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