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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.4 LAdmitted-Finance 1 A K CONSTRUCTION KAKORI LUCKNOW KAKORI LUCKNOW UTTAR PRADESH 226101 | LUCKNOW | UTTAR PRADESH | 226101 | -0.25% | ₹23.4 L | L1 | Admitted-Finance |
| 2 | L2₹23.4 LAdmitted-Finance | +0.00% | ₹23.4 L | L2 | Admitted-Finance |
| 3 | L3₹23.4 LAdmitted-Finance RUHOLI DISTRICT AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | +0.01% | ₹23.4 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹27.6 L
EMD Value
₹2.8 L
Closing Date
6 May 2026, 2:00 pmClosed
EXCEUTIVE OFFICER
EXCEUTIVE OFFICER NAGAR PALIKA PRISHAD NAWABGANJ
Road strengthening work from Faizabad main road to Baburiha village (Baburha link road) in Ward No. 15 Alapur.
2026_DOLBU_1130197_1
2072/2073/MUKA/2025-26 DATE 24-03-2026
Open Tender
Civil Works
90 days
NAGAR PALIKA PRISHAD NAWABGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,732
Yes
0315104000102247 IDBI BANK
₹2.8 L
Yes
2 Jun 2026
27 Mar 2026
8 May 2026
27 Mar 2026
6 May 2026
27 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As Per Annalysis | |||||
| 2Construction of grannlar sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. As Per Annalysis | |||||
| 3WBM Grade- 2 Providing, 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 2 as per Technical specification clause 405 | |||||
| 4WBM Grade- 3 Providing, 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 | |||||
| 5Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | |||||
| 6Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | |||||
| 7Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by a seal coat of either Type c as per technical Specication clause 508 | |||||
| 8Providing 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 | |||||
| 9Construction of subgrade and earthen shoulders with approved material lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with as per Technical Specification Clause 303.1 | |||||
| 10Brick Edging on both side of road of first class brick 8cm Wide &12 Cm Deep laid with mud mortar including all cost complete. As per pwd SOR. S.I. No-765 | |||||
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