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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -1.31% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 CrAdmitted-Finance G 17 RAMGHAT ROAD GYAN SAROVAR COLONY ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | -1.00% | ₹2.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.8 CrAdmitted-Finance 234 Z 12 VAISHNO COLONY SURENDRA NAGAR ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | +0.05% | ₹2.8 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
14 Feb 2026, 12:00 pmClosed
VC ADA
ramghat road aligarh
Construction of parking facilities in Sectors 07 and 04 of the Transport Nagar scheme.
2026_ALIDA_1111736_2
5773
Open Tender
Civil Works
aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹29,500
Yes
VC ADA
₹5.6 L
Yes
24 Feb 2026
3 Feb 2026
14 Feb 2026
3 Feb 2026
14 Feb 2026
3 Feb 2026
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no, 300-2 Carted earth 8 km. As per MORTH Specification 305/SI No 3.18
Construction of Granular Sub Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to acheive the desired density, complete As per MORTH Specification 401/SI No 4.1
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work. in Foundation and floors.SI No. 275(a) UPPWD SOR 2022
Cement Concrete Pavement (C.C Road) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1500. Page 72
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Finishing the surface of C.C Road slab with the help of power trowel after dewatering of road slab and finishing with pre blended cementitious floor hardener (Product Dr. Fixit Piditop 333) as per the specification provided by the department rate including all labour, material and T&P etc. required for proper completion of work as per direction of E/I CSI No 17.19
EXCAVATION in foundation in ordinary Soil ( Loam, clay or sand ) including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer-In-Charge upto a distance of 30 m.from foundation trenches by hydraulic excavator/manual means. For building/drain work only
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work. in Foundation and floors.SI No. 275(a) UPPWD SOR 2022
Providing & Laying in position specified grade of reinforced cement concrete, with 1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) including the cost of centering, shuttering, finishing and excluding reinforcement . All work upto plinth level SI No 5.1.2 (a) UPPWD SOR 2022
R C C work in Walls Beam including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. Including the cost of centering, shuttering, finishing and excluding reinforcement .1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) above plinth level upto fifth floor level SI No 5.2.2 (a) UPPWD SOR 2022
R C C work in Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. Including the cost of centering, shuttering, finishing and excluding reinforcement .1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) above plinth level upto fifth floor level SI No 5.2.2 (a) UPPWD SOR 2022
Brick work with common burnt clay F.P.S (non modular) bricks of class designation -100 cement mortar (1:4 Cement and Coarse sand) in Super structure.above plinth level upto fifth floor level. UPPWD SOR 2022 SI no 6.4.1 page 30
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