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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -1.12% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | -0.10% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical not filfil Eligibility Criteria |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-not submit dd and fd |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-not submit DD and FDR |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
14 Feb 2026, 12:00 pmClosed
VC ADA
ramghat road aligarh
Transport Nagar Scheme filling of soil on both sides of 45 meter Atal Marg (between Sector 08 and 09) and 24 meter Road Shivaji Marg painting of the constructed divider and construction of drain on both sides of 45 meter Atal Marg
2026_ALIDA_1111736_1
5773
Open Tender
Civil Works
aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹22,500
Yes
VC ADA
₹2.5 L
Yes
6 Mar 2026
3 Feb 2026
14 Feb 2026
3 Feb 2026
14 Feb 2026
3 Feb 2026
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.
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
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) upto plinth level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
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
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR-2023 SI No 13.80
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 FOOTING
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 (COLUMN)
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 BEAM
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
12mm thick cement plaster on brick work with cement mortar of mix (upto 10m height from ground level) in 1:4 (1 cement:4 Coarse sand) UPPWD SOR 2022 SI no 584 (ii)page 55
15mm thick cement plaster on rough side of single or half brick wall with cement mortar of mix (upto 10m height from ground level) in 1:4 (1 cement:4 Coarse sand) UPPWD SOR 2022 2 New (ii)page 55
Finishing walls with acrylic smooth exterior paint (Apex) of required shade: New work (2 or more coat applied @ 1.67litre per 10 sqm over and including priming coat of exterior primer applied @ 2.20kg per 10 sqm) UPPWD SOR 2022 SI No 21new Page 63
Mild Steel iron grill, balcony & staircase railing of a approved quality and drawing including supply of all materials, fabrication, labour, T&P in all respect as per direction of Engineer-In-Charge for proper completion of work at site.SI No.16 New UPPWD SOR-2022
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade of two or more coats on old work including priming coat with ready mix red oxide zinc chromate primer of approved brand and manufacture on galvanized iron/ steelwork including cost of all materials, labour T&P etc. complete required for proper completion of the work. SI no (2New+3New)(33+80)=113 Page 61
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, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with grader in sub-base/ base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification 406/SI No 4.14
Providing and applying Primer coat with SS2 Grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg per sqm with mechanincal means. As per MORTH Specification 502/SI No 5.01
Providing , laying and rolling of open - graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscocity grade bitumen to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hotmix plant of appropriate capacity not less than 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades. MORTH Specification No - 510 SI No 5.07
Providing and laying of premix sand seal coat (Type-B) with HMP of approved capacity not less 200 tonnes/hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade as per clause 511 SI No 5.09
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