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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93,403.97Accepted-AOC | ₹93,403.97 | L1 | Accepted-AOC DUE TO L1 |
| 2 | L2₹1.0 LRejected-Finance | ₹1.0 L | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 3 | L3₹1.1 LRejected-Finance 551K G 211 SANJAY GANDHI NAGAR ALAMBAGH AZAD NAGAR CHAURAHA LUCKNOW | ₹1.1 L | L3 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 4 | L4₹1.1 LRejected-Finance | ₹1.1 L | L4 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 5 | L5₹1.1 LRejected-Finance | ₹1.1 L | L5 | Rejected-Finance REJECTED BEING HIGHER RATE |
Tender Value
₹1.5 L
EMD Value
₹15,000
Closing Date
30 Mar 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, CD-1, PWD, RAEBARELI
OFFICE OF EXECUTIVE ENGINEER, CD-1, PWD, RAEBARELI
Renewal of Pure Gheesha (Melkha Sahab) Link Road Km-1(300)
2026_CEUCZ_1128941_11
486/8 Lekha/2025-26 Dt. 14-03-2026
Open Tender
Civil Works
60 days
RAEBARELI
Renewal of Pure Gheesha (Melkha Sahab) Link Road Km-1(300)
2 documents required · 2 mandatory
₹860
₹15,000
Yes
OFFICE OF EXECUTIVE ENGINEER, CD-1, PWD, RAEBARELI
18 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 53-22.4 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical Specification clause 405. (excluding GST) | |||||
| 2Providing, laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm stone grit @1.8 cum/100 sqm and 11.2 mm stone grit @0.90 cum/100 sqm stone aggregates using V.G.-10 bitumen to required line, grade over freshly laid tack coat of bitumen VG-10 with bitumen boiler and sprayer at the rate of 30 Kg. per 100 Sqm and seal coat type 'C' with 6.7mm grit @0.90cum/100 sqm including mixing in a deptt. H.M.P. located in Km-122 (Revhara) of Lucknow Varanasi Road in Distt. Raebareli, laying and rolling with a three wheeled 80-100 KN static roller capacity finished to required line, level and grades, including clearing existing painted surface, cost of labour & grit but excluding cost of bitumen, hire charges and fuel of HMP and allied machinery required for the proper completion of the work. As per MORD Technical Specification Clause-508. (Only Labour & Grit) | |||||
| 3Construction 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. (For Patri) | |||||
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