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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.5 LAccepted-Finance | ₹45.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹48.2 LRejected-Finance | ₹48.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹52.2 LRejected-Finance | ₹52.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹56.6 LRejected-Finance | ₹56.6 L | L4 | Rejected-Finance L4 |
Tender Value
₹71 L
EMD Value
₹5.5 L
Closing Date
28 Mar 2026, 12:00 pmClosed
SE Ayo-Amb Circle Ayodhya
Office of SE Ayo-Amb Circle Ayodhya
Construction of Rajswagram Atwai ke dhanipatti Link Road.
2026_CEUFZ_1128733_1
771/1COM-AYO-AMB CIRCLE/26 DT 18-03-2026
Open Tender
Civil Works - Roads
180 days
Ambedkarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.5 L
Yes
Office of SE Ayo-Amb Circle Ayodhya
3 Apr 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Construction 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) | |||||
| 2Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) | |||||
| 3Construction of granular 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. | |||||
| 4Providing, 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. | |||||
| 5Providing, 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. | |||||
| 6Providing and applying primer coat with emulsion (SS2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Including Emlusion) | |||||
| 7Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including Bitumen) | |||||
| 8Providing, 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 as per Technical Specification Clause 508 (Including Emlusion) | |||||
| 9Providing 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 (Including Emlusion) | |||||
| 10Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15 | |||||
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