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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -28.33% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | -22.90% | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance | -21.70% | ₹1.2 Cr | L3 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
30 Mar 2026, 3:00 pmClosed
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Repair of footpath of Sector-10 from Aman Chowk to T Point Near Jain Mandir and from Crossing of MP Road 221 Near RPVV to Crossing of MP Road No 224.
2026_DDA_903715_1
49/EE/DMD-II/DDA/2025-26
Open Tender
Civil Works
150 days
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹3.1 L
17 Apr 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Taking out existing CC interlocking paver blocks from footpath including removal of rubbish etc.The paver block, bed sand etc are property of agency (deduction for same being made as same credit to the DDA) as per direction of Engineer-in-Charge. Note:- Whole area shall be measured for deduction irrespective of quantum of unserviceable & serviceable tile. | |||||
| 2Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | |||||
| 3Deduct for taken away the unserviceable steel bars (Scraps) received from dismantling of RCC works as per direction of Engineer-in-charge. | |||||
| 46 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | |||||
| 5Providing 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 1S: 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;- Cement content considered in this item is @ 350Kg/cum, extra cement used than specified minimum cement content is not payable, whereas recovery shall be affected for less cement used than specified minimum cement content. All Works upto plinth level a) Concrete of M30 grade with minimum cement content of 350 kg /cum | |||||
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for a) Suspended floors, roofs, landings, balconies and access platform | |||||
| 8Centering and shuttering including strutting, propping etc. and removal of form for a)Edges of slabs and breaks in floors and walls a1) Under 20 cm wide | |||||
| 9Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | |||||
| 10Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 250 mm dia. R.C.C. pipe | |||||
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