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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 CrAdmitted-Finance | -31.06% | ₹6.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.3 Cr+₹1.7 L (0.28%)Admitted-Finance AD 128 B SHALIMAR BAGH DELHI 110088 | NORTH | DELHI | 110088 | -30.87% | ₹6.3 Cr+₹1.7 L (0.28%) | L2 | Admitted-Finance |
| 3 | L3₹7.0 Cr+₹71.4 L (11.3%)Admitted-Finance | -23.24% | ₹7.0 Cr+₹71.4 L (11.3%) | L3 | Admitted-Finance |
| 4 | L4₹7.2 Cr+₹86.9 L (13.8%)Admitted-Finance | -21.55% | ₹7.2 Cr+₹86.9 L (13.8%) | L4 | Admitted-Finance |
| 5 | L5₹7.2 Cr+₹91.7 L (14.6%)Admitted-Finance | -21.02% | ₹7.2 Cr+₹91.7 L (14.6%) | L5 | Admitted-Finance |
Tender Value
₹9.1 Cr
EMD Value
₹18.3 L
Closing Date
8 May 2026, 2:30 pmClosed
Superintending Engineer
9, INSTITUTIONAL AREA, PANKHA ROAD, JANAKPURI, NEW DELHI-110058.
Improvement of Roads by Laying M30 Concrete at F and V Market Keshopur.
2026_DAMB_289906_1
8(11)/APMC/KP/Engg./2024
Open Tender
Civil Works
Percentage
180 days
Fruit and Vegetable Market, Keshopur
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹18.3 L
8 Jul 2026
15 Apr 2026
8 May 2026
15 Apr 2026
8 May 2026
15 Apr 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | - | cum | - | - |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | - | sqm | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 4 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | - | cum | - | - |
| 5 | 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. | - | kg | - | - |
| 6 | 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.
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. | - | per cm depth per cm width per metre length | - | - |
| 7 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | - | sqm | - | - |
| 8 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | - | cum | - | - |
| 9 | 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 | - | cum | - | - |
| 10 | Add 3% for maintenance for a period of five years for item numbers 01 to 09. | - | Percent | - | - |
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