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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.3 LAdmitted-Finance | -37.88% | ₹63.3 L | L1 | Admitted-Finance |
| 2 | L2₹66.0 L+₹2.7 L (4.22%)Admitted-Finance | -35.26% | ₹66.0 L+₹2.7 L (4.22%) | L2 | Admitted-Finance |
| 3 | L3₹66.6 L+₹3.3 L (5.18%)Admitted-Finance | -34.66% | ₹66.6 L+₹3.3 L (5.18%) | L3 | Admitted-Finance |
| 4 | L4₹70.0 L+₹6.7 L (10.6%)Admitted-Finance | -31.31% | ₹70.0 L+₹6.7 L (10.6%) | L4 | Admitted-Finance |
| 5 | L5₹74.3 L+₹11.0 L (17.3%)Admitted-Finance | -27.12% | ₹74.3 L+₹11.0 L (17.3%) | L5 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
7 Sept 2026, 3:00 pmClosed
Executive Engineer (CD-VII)
Civil Division VII IFCD Rohini Office Complex Sector 15 Rohini Delhi
Construction of various streets and side drain in Rajiv Colony Extension Reg No. 593 at village Narela in Narela Distt.
2026_IFC_287048_1
EE/CD-VII/NIT/2025-26/109
Open Tender
Civil Works
Percentage
240 days
Civil Division VII IFCD Rohini Office Complex Sect
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹2.0 L
7 Sept 2026
16 Feb 2026
7 Sept 2026
16 Feb 2026
7 Sept 2026
16 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 | 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) | 199 | Cum | 2,439.58 | ₹4,85,476.42 |
| 2 | 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. | 199 | Cum | 264.53 | ₹52,641.47 |
| 3 | 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 lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 105 | Cum | 260.87 | ₹27,391.35 |
| 4 | 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) | 48 | Cum | 6,826.92 | ₹3,27,692.16 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 129 | Cum | 7,386.79 | ₹9,52,895.91 |
| 6 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 161 | Sqm | 615.55 | ₹99,103.55 |
| 7 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) | 581 | Sqm | 426.48 | ₹2,47,784.88 |
| 8 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 1,000 | Kg | 172.98 | ₹1,72,980 |
| 9 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia | 80 | Each | 2,128.45 | ₹1,70,276 |
| 10 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | 44 | Each | 1,403.02 | ₹61,732.88 |
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