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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAccepted-Finance VAS DATTA SADABAD | ₹31.2 L | L1 | Accepted-Finance accepted |
| 2 | L2₹31.7 LRejected-Finance MATHURA ROAD SUNDARVAN HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | ₹31.7 L | L2 | Rejected-Finance rejected |
| 3 | L3₹35.5 LRejected-Finance AYODHYA | UTTAR PRADESH | 224001 | ₹35.5 L | L3 | Rejected-Finance rejected |
| 4 | L4₹36.5 LRejected-Finance 159 NEW BASTI STATION ROAD MURSAN DISTRICT HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | ₹36.5 L | L4 | Rejected-Finance rejected |
| 5 | L5₹40.7 LRejected-Finance BARANTI BAG ALIGARH ROAD HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | ₹40.7 L | L5 | Rejected-Finance rejected |
Tender Value
₹60 L
EMD Value
₹5 L
Closing Date
25 Apr 2026, 12:00 pmClosed
S.E Aligarh
SE Aligarh Circle Aligarh
New Construction of Raya Sadabad to Madnai Road (Twarit Arthik Vikas Yojana)
2026_CEALG_1137720_1
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
₹5 L
Yes
Aligarh
28 Apr 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 | Cement Treated Subbase with 2% Cement Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base.(Excluding Cost of GST) | - | Cum | - | - |
| 3 | Cement Treated base with 4% Cement Providing, Laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.(Excluding Cost of GST) | - | Cum | - | - |
| 4 | 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 Cost of Bitumen/Emulsion But Excluding Cost of GST) | - | Sqm | - | - |
| 5 | 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 Cost of Bitumen/Emulsion But Excluding Cost of GST) | - | Sqm | - | - |
| 6 | 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 Cost of Bitumen/Emulsion But Excluding Cost of GST) | - | Sqm | - | - |
| 7 | 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 Cost of Bitumen/Emulsion But Excluding Cost of GST) | - | Sqm | - | - |
| 8 | 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 | - | - |
| 9 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (Kilometre Stone)(Excluding Cost of GST) | - | No | - | - |
| 10 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (Hectometer Stone)(Excluding Cost of GST) | - | No | - | - |
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