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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC 0 AHAMADPUR AHAMADPUR AHAMADPUR JAUNPUR UTTAR PRADESH 222180 | JAUNPUR | UTTAR PRADESH | 222180 | ₹2.0 Cr Quoted ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 CrRejected-Finance KAMLA VIHAR COLONY HATHRAS | HATHRAS | UTTAR PRADESH | 202139 | ₹2.4 Cr | L2 | Rejected-Finance rejected |
| 3 | L3₹3.0 CrRejected-Finance 7 C GOVIND NAGAR MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹3.0 Cr | L3 | Rejected-Finance rejected |
Tender Value
₹3.6 Cr
EMD Value
₹20.1 L
Closing Date
25 Apr 2026, 12:00 pmClosed
S.E Aligarh
Aligarh Circle Aligarh
Gawan Tikari Block Sasni Mandal Hathras Junction Se Senger Nadi Par Tikari Pull Se Dauji Mandir Tak Matwari Hote Huye Marg ka Nav Nirman Kary
2026_CEALG_1137633_2
2162/Cashier(PDH)-AC/2026-27 Dated 04.04.2026
Open Tender
Civil Works
365 days
Hathras
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹20.1 L
Yes
Aligarh
22 May 2026
17 Apr 2026
25 Apr 2026
17 Apr 2026
25 Apr 2026
17 Apr 2026
22 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 pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(Excluding Cost of GST) | - | Cum | - | - |
| 2 | Construction 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.(Excluding Cost of GST) | - | Cum | - | - |
| 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 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 aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(Excluding Cost of GST) | - | Cum | - | - |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Excluding Cost of GST) | - | Cum | - | - |
| 5 | Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. As per MORD specification No. 502(Including Bitumen/Emulsion Cost But Excluding Cost of GST) | - | Sqm | - | - |
| 6 | Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.35Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503(Including Bitumen/Emulsion Cost But Excluding Cost of GST) | - | Sqm | - | - |
| 7 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitalbe plant, laying & rolling iwth a three wheeled 80-100KN static roller capacity, finished to required level & grades bitumen @ 14.6Kg./10Sqm. area for premixing including all material, Labour and T&P etc required for proper completion of the work, as per MORD Specification No. 508(Including Bitumen/Emulsion Cost But Excluding Cost of GST) | - | Sqm | - | - |
| 8 | Providing and laying seal coat type "C" scaling the voids in a bituminous surfsce PC. surface laid to specified levels grade and cross fall using with 67 mm nominal size grit of Approved quarry @0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material, Labour & T&P ete as per Clouse 510 of MORD Specification.(Including Bitumen/Emulsion Cost But Excluding Cost of GST) | - | Sqm | - | - |
| 9 | 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 and ramming the excavated earth as directed by the Engineer-In-Charge.(Excluding Cost of GST) | - | Km. | - | - |
| 10 | Construction of Subgrade and earthen shoulders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 (Excluding Cost of GST) | - | Cum | - | - |
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