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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.1 LAccepted-AOC 505 A VIKAS NAGAR ETAH | ₹78.1 L | L1 | Accepted-AOC as per financial evaluation |
| 2 | L2₹80.4 LRejected-Finance SHIVPURI ETAH | SHIVPURI | MADHYA PRADESH | 473551 | ₹80.4 L | L2 | Rejected-Finance as per financial evaluation |
| 3 | L3₹81.1 LRejected-Finance SHRI RAM VILA UDAI SINGH JAIN RAOD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹81.1 L | L3 | Rejected-Finance as per financial evaluation |
| 4 | L4₹83.0 LRejected-Finance ASHOK NAGAR IN FRONT OF WATER TANK DISTT KASGANJ | KASGANJ | UTTAR PRADESH | 207123 | ₹83.0 L | L4 | Rejected-Finance as per financial evaluation |
| 5 | Not Admitted-Fee/PreQual/Technical GALI NO 1 KRISHNA NAGAR MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹83.8 L
EMD Value
₹6.2 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the SE, AC, PWD, Aligarh
as per BoQ attached
2026_CEALG_1125853_3
1235/Cashier(PDK)-AC/2025-26 Dt 27-02-2026
Open Tender
Civil Works - Roads
Fixed-rate
180 days
Distt bKasganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.2 L
Office of the SE, AC, PWD, Aligarh
11 Jun 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
16 Mar 2026 - 24 Mar 2026
17 Mar 2026
Construction of Subgrade and earthen shoulders with approved Material Obtained from Borrow Pits with all lift and leads transporting to site, Spreasing to grading to required Slop and Compacted to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.1
(Cement Treated Sub base) providing, laying and spreading in uniform layers with motor grader on a prepared sub grade/Sub base, Cement @ 2% by weight to the spread Material manually,mixing in place with Rotavator and compacting with Road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. Including cost of all material, labour, T&P,and royalty but excluding cost of GST.
(Cement Treated Base) providing, laying and spreading in uniform layers with motor grader on a preparedSub base, Cement @ 4% by weight to the spread Material manually,mixing in place with Rotavator and compacting with Road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. Including cost of all material, labour, T&P,and royalty but excluding cost of GST.
Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including Cost of Bitumen (V G-10 )
20mm thick Open-Graded Premix Carpet using Bituminous Binder (VG-10) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 or Type B or Type C as per Technical Specification Clause 508. Case - III Type-C By Manual Means (I)Bitumen (VG-10) (Including Cost of Bitumen (V G-10)
Seal Coat 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 A.By Manual Means Case - III : Type C (I) Bitumen (VG-10) (Including Cost of Bitumen (V G-10 )
Kilometre Stone 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 ii)Ordinary Kilometer Stone (Precast)
Hecto mter Stone 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 iii)200 m stone (precast)
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
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M 10)
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1202&1203
Supply, laying and fixing of 600 mm dia NP-4 class hume pipes in proper position in culvert.
Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification clauses 613 & 1204
White washing with lime on undecorated wall surfaces (Three coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters.. as per DSR 13.37.1
05 Year Maintenance Charge Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year
Maintenance for 2nd Year at Cost of Total Execute Work
Maintenance for 3rd Year at Cost of Total Execute Work
Maintenance for 4th Year at Cost of Total Execute Work
Maintenance for 5th Year at Cost of Total Execute Work
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