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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹26.2 L+₹26,690.95 (1.03%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹27.0 L+₹1.1 L (4.12%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-not submit tender fees and EMD | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-not sumbit tender fees and EMD |
Tender Value
₹26.7 L
EMD Value
₹54,000
Closing Date
24 Oct 2026, 12:15 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
VC ADA
ada office ramghat raod aligarh
Construction work of C.C Road and Interlocking Tiles, Gram Narauli
2026_ALIDA_1198623_20
4877
Open Tender
Civil Works
Percentage
aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,800
VC ADA
₹54,000
30 Oct 2026
19 Oct 2026
24 Oct 2026
19 Oct 2026
24 Oct 2026
19 Oct 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 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR-2.25A+SOR | 180 | Cum | 512.56 | ₹92,260.8 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-2023 SI no 4.1.11 | 80 | Cum | 4,676.77 | ₹3,74,141.6 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns DSR-2023 SI no 5.9.1 | 120 | Cum | 296.3 | ₹35,556 |
| 4 | Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (The panel shuttering work shall be paid for separately). Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.DSR-2023 SI no 16.75-16.76 | 160 | cum | 7,268.68 | ₹11,62,988.8 |
| 5 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge.DSR-2023 SI no 16.46.1 | 40 | cm/cm/mtr | 6.54 | ₹261.6 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.-DSR-2023 SI no 5.22.6 | 2,600 | Kg | 81.49 | ₹2,11,874 |
| 7 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 -Analysed Rate | 105.12 | cum | 3,225 | ₹3,39,012 |
| 8 | Laying of 80mm I-shaped precast Interlocking tiles of thickness 80 mm.(Compressive strength not less than 30Mpa and weight 4.50 kg ) including 25 mm thick local sand base levelling and dressing of surface to required level and slope filling joint with local sand all complete work.UPPWD SOR-2022 page 71 | 600 | sqm | 755 | ₹4,53,000 |
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