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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.4 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹8.0 Cr+₹64.0 L (8.69%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹8.1 Cr+₹75.7 L (10.3%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹8.2 Cr+₹81.8 L (11.1%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹8.3 Cr+₹93.0 L (12.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹11.4 Cr
EMD Value
₹22.7 L
Closing Date
21 Sept 2026, 2:30 pmClosed
Executive Engineer
Delhi Agricultural Marketing Board, 9, Institutional Area, Pankha Road, Janakpuri, New Delhi-110058
Construction of 02 Nos. New Temporary Sheds in NGM, Narela.
2026_DAMB_297719_1
8(41)/2024/APMC/NRL/Engg.
Open Tender
Civil Works
Percentage
270 days
APMC Narela
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹22.7 L
28 Sept 2026
29 Aug 2026
21 Sept 2026
29 Aug 2026
21 Sept 2026
29 Aug 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 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 3,910 | sqm | 131.75 | ₹5,15,142.5 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 2,500 | cum | 177.5 | ₹4,43,750 |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | 1,300 | cum | 126.8 | ₹1,64,840 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level :
Concrete of M10 grade with minimum cement content of 220 kg /cum | 196 | cum | 8,835.15 | ₹17,31,689.4 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 230 | sqm | 392.15 | ₹90,194.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 580 | sqm | 736.4 | ₹4,27,112 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | 550 | sqm | 961.3 | ₹5,28,715 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level
Concrete of M35 grade with minimum cementcontent of 370 kg /cum | 360 | cum | 9,806.7 | ₹35,30,412 |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 360 | quintal | 733.5 | ₹2,64,060 |
| 10 | 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. | 54,000 | kg | 107.85 | ₹58,23,900 |
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