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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹93.3 LAdmitted-Finance | -34.53% | ₹93.3 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹8.6 L (9.20%)Admitted-Finance | -28.51% | ₹1.0 Cr+₹8.6 L (9.20%) | L2 | Admitted-Finance |
| 3 | L3₹1.0 Cr+₹9.3 L (9.97%)Admitted-Finance | -28.00% | ₹1.0 Cr+₹9.3 L (9.97%) | L3 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
22 Jun 2026, 3:00 pmClosed
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Re-surfacing with cement concrete road at various locations of MP roads and 30m ROW roads under the jurisdiction of DMD-II, Dwarka
2026_DDA_913360_1
13/EE/DMD-2/DDA/2026-27
Open Tender
Civil Works
Works
90 days
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹2.8 L
20 Jul 2026
16 Jun 2026
22 Jun 2026
16 Jun 2026
22 Jun 2026
16 Jun 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 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge | 199 | cum | 420.8 | ₹83,739.2 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
a) Nominal concrete 1:3:6 or richer mix (including equivalent design mix). | 360 | cum | 2,434.25 | ₹8,76,330 |
| 3 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | 157 | cum | 4,148.65 | ₹6,51,338.05 |
| 4 | Providing and laying design mix cement concrete of M-40 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 x50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-40 is @ 400 kg/cum. Excess cement used as per design mix is not payable and less cement used as per design mix is recoverable separately. a)Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. | 911 | cum | 11,538.55 | ₹1,05,11,619.05 |
| 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. | 21,887 | kg | 107.85 | ₹23,60,512.95 |
| 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.
a) 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. | 1,488 | per cm depth per cm width per metre length | 8.65 | ₹12,871.2 |
| 7 | 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. | 559 | cum | 263.95 | ₹1,47,548.05 |
| 8 | Amount after GST Correction 0.973=14248571.00 | - | rs | 3,95,387 | - |
| 9 | Extra Conditions:
1. The approved design and drawing for Agreement Item No. 4, i.e., M40, shall be prepared by the agency, and no payment shall be made to the agency on this account.
2. Approval from the Traffic Police, Local Police, and other concerned authorities for the road closure etc shall be obtained by the agency, and no payment shall be made to the agency on this account.
3. All safety arrangements during execution, such as road barricading, safety cones, traffic diversion, deployment of traffic marshals, etc., shall be the responsibility of the agency, and no payment shall be made to the agency on this account.
4. During execution, if any utilities or services such as sewer lines, water lines, electric cables, tower wires, etc., are damaged, the agency shall be responsible for restoring or settling the same at its own cost, and no payment shall be made to the agency on this account | - | - | - | - |
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