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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.1 LAccepted-Finance GONDA | UTTAR PRADESH | 271305 | ₹76.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹79.3 LRejected-Finance | ₹79.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹83.9 LRejected-Finance | ₹83.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹1.0 CrRejected-Finance GOHANNA AKBARPUR AMBEDKAR NAGAR | ₹1.0 Cr | L4 | Rejected-Finance L4 |
Tender Value
₹1.1 Cr
EMD Value
₹7.5 L
Closing Date
15 Apr 2026, 12:00 pmClosed
SE Ayo-Amb Circle PWD Ayodhya
Office of the SE Ayo-Amb Circle PWD Ayodhya
W/s of Tanda Akbarpur Road Harinagar se Swasth Kendra Brahimpur Kusma (Bhitwa) By HMP
2026_CEUFZ_1133492_5
2400/1Com Ayo-Amb Circle/26 Date 31-03-2026
Open Tender
Civil Works - Roads
180 days
Ambedkar Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.5 L
Yes
Office of the SE Ayo-Amb Circle PWD Ayodhya
1 May 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
8 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 |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pit with all lifts upto 1.5m transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per technical Specification Clause 301.5 (MORD 3.04) | - | Cum | - | - |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | Cum | - | - |
| 3 | Construction of granular sub-base by providing Close 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 Vibratory roller to achieve the desired density, complete as per technical clause 401 | - | cum | - | - |
| 4 | Scraping of old painted surface including disposal of all scraped materials to distance of 30 M. (100ft) as directed by Engineer-in-charge. | - | Sqm | - | - |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | - | cum | - | - |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | - | Cum | - | - |
| 7 | Providing, laying, spreading and compacting graded stone aggregate in layers wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 8 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | - | sqm | - | - |
| 9 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | - | cum | - | - |
| 10 | Providing and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -II premixed with bituminous binder VG-30 @ 4.5% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507 | - | cum | - | - |
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