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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAccepted-AOC | ₹28.5 L | L1 | Accepted-AOC L1-ACCEPTED |
| 2 | L2₹32.0 LRejected-Finance 88 28A KRISHNANURAM DEV NAGAR CHANDARI AGRA | AGRA | AGRA | UTTAR PRADESH | ₹32.0 L | L2 | Rejected-Finance Not Compile for AOC |
| 3 | L3₹33.1 LRejected-Finance | ₹33.1 L | L3 | Rejected-Finance Not Compile for AOC |
| 4 | L4₹33.8 LRejected-Finance 000 ATARDHAR RAMNA KAJIMOHD MUZAFFARPUR BIHAR 842002 UDYAM BR 23 0052765 | MUZAFFARPUR | BIHAR | 842002 | ₹33.8 L | L4 | Rejected-Finance Not Compile for AOC |
| 5 | L5₹34.2 LRejected-Finance 12 | ₹34.2 L | L5 | Rejected-Finance Not Compile for AOC |
Tender Value
₹40.2 L
EMD Value
₹4.0 L
Closing Date
22 Apr 2026, 12:00 pmClosed
S.E.
Office of the Superintending Engineer Aligarh Circle PWD Aligarh
New Construction of Jalesar Sikandrarao Road to Mahavirganj Jalesar road to Shankarlal house in FY 2025-26
2026_CEALG_1136465_1
1734/Cashier Dt 19-03-2026
Open Tender
Civil Works - Roads
180 days
ETAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹4.0 L
Office of the Superintending Engineer Aligarh Cir
1 Jun 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
20 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 Material obtained from Borrow pits. (Local Earth) Construction of Embankment with approved Material obtained from Borrow pits with a lift up to 1.5 m, trasporting to site, spreading grading to requred slope and compacting to meat requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 But Excluding GST | - | Cum | - | - |
Granular Sub-base with coarse Graded Material (Table 400.2) Costruction 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 relavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification Clause 401. But Excluding GST | - | Cum | - | - | |
W B M Grade-2 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem 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 the interstices of coarse aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2) But Excluding GST | - | Cum | - | - | |
W B M Grade-3 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem 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 to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) But Excluding GST | - | Cum | - | - | |
Primer Coat :- Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechincal means as per technical specification Clause 502. But Excluding GST | - | Sqm | - | - | |
Tack Coat Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the Primed/Granular surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. But Excluding GST | - | Sqm | - | - | |
20 mm thick Open-Graded Premix Carpet using Bitumenous (penetration grade /midified bitumen) Binder
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 or emulsion to required line, grade and level to serve as wearing course on a previously prepared bas, incluing mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type-C as per Technical Specification Clause 508. But Excluding GST | - | Sqm | - | - | |
Seal Coat Type -C Providing, 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. But Excluding GST | - | Sqm | - | - | |
Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. SOR SI No. 765 But Excluding GST | - | KM | - | - | |
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 But Excluding GST | - | Cum | - | - |
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