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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.5 CrAdmitted-Finance | -45.20% | ₹22.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹23.8 Cr+₹1.3 Cr (5.84%)Admitted-Finance | -42.00% | ₹23.8 Cr+₹1.3 Cr (5.84%) | L2 | Admitted-Finance |
| 3 | L3₹24.3 Cr+₹1.8 Cr (7.86%)Admitted-Finance | -40.89% | ₹24.3 Cr+₹1.8 Cr (7.86%) | L3 | Admitted-Finance |
| 4 | L4₹24.4 Cr+₹1.9 Cr (8.49%)Admitted-Finance | -40.55% | ₹24.4 Cr+₹1.9 Cr (8.49%) | L4 | Admitted-Finance |
| 5 | L5₹27.6 Cr+₹5.1 Cr (22.7%)Admitted-Finance | -32.77% | ₹27.6 Cr+₹5.1 Cr (22.7%) | L5 | Admitted-Finance |
Tender Value
₹41.0 Cr
EMD Value
₹51.0 L
Closing Date
23 Feb 2026, 3:00 pmClosed
EE,RMD-2,DDA
EE,RMD-2,DDA
Development of road berms by providing pedestrian-friendly footpaths with interlocking paver blocks, kerb stones and tactile tiles on 20.00 m and 28.00 m R/w Roads of Sectors-23, 24 and 25, Rohini.
2026_DDA_897462_1
23 /EE/RMD-2/DDA/2025-26
Open Tender
Civil Works
Works
365 days
Rohini
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹51.0 L
8 Apr 2026
6 Feb 2026
24 Feb 2026
6 Feb 2026
23 Feb 2026
6 Feb 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 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
a) All kinds of soil | 0.29 | Sqm | 129.85 | ₹37.66 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil. | - | Cum | 260.3 | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lifts. | - | Cum | 196 | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
a) 1:5:10 (1 cement: 5 manufactured sand cum derived from Recycled Concrete aggregate (RCA):10 graded stone aggregate 40mm nominal size Recycled aggregate (RA) | - | Cum | 4,911.85 | - |
| 5 | 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.
a) All works upto plinth level :
i) Concrete of M10 grade with minimum cement content of 220 kg /cum
Note: Cement content considered in M-10 is @ 220 kg/cum. Less cement used as per design mix is recoverable separately. In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | - | Cum | 8,835.15 | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | 7,132.25 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 392.15 | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources | - | Cum | 7,878.5 | - |
| 9 | 12 mm cement plaster of mix :
a) 1:4 (1 cement: 4 coarse sand) | - | Sqm | 357.35 | - |
| 10 | 15 mm cement plaster on rough side of single or half brick wall of mix:
a) 1:4 (1 cement: 4 coarse sand) | - | Sqm | 411.75 | - |
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