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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-AOC | ₹31.6 L Quoted ₹25.8 L | L1 | Accepted-AOC bond |
| 2 | L2₹27.5 LRejected-Finance AKHILESH ABHIYANTA PRANTIYA KHAND LONI VIV BARABANKI | BARABANKI | UTTAR PRADESH | 225001 | ₹27.5 L | L2 | Rejected-Finance rejct |
| 3 | L3₹33.0 LRejected-Finance AZAMGARH | FARRUKHABAD | UTTAR PRADESH | 209501 | ₹33.0 L | L3 | Rejected-Finance rejct |
Tender Value
₹35.8 L
EMD Value
₹3.6 L
Closing Date
13 Apr 2026, 12:00 pmClosed
SE Ayo Amb Circle Ayodhya
SE Ayo Amb Circle Ayodhya
Renewal of Annapur pich road se Bairav gaon hote huye Baksapur link road
2026_CEUFZ_1132444_2
2063 /1(1)-Com-Ayo.Amb. Circle/26 Dated 23-03-2026
Open Tender
Civil Works
60 days
EE CD PWD Ambedkarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.6 L
Yes
EE CD PWD Ambedkarnagar
18 May 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
11 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 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam G-3 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, 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. | - | Cum | - | - |
| 2 | Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(By Mechanical Means) | - | Sqm | - | - |
| 3 | Providing, 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 (VG-10) 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 type C as per Technical Specification Clause 508. (By Mechanical Means) | - | Sqm | - | - |
| 4 | Providing 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.(By Mechanical Means) | - | Sqm | - | - |
| 5 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. For Patri | - | Cum | - | - |
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