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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.7 LAdmitted-Finance | -37.00% | ₹13.7 L | L1 | Admitted-Finance |
| 2 | L2₹15.4 L+₹1.7 L (12.7%)Admitted-Finance | -28.99% | ₹15.4 L+₹1.7 L (12.7%) | L2 | Admitted-Finance |
| 3 | L3₹15.4 L+₹1.8 L (13.0%)Admitted-Finance | -28.82% | ₹15.4 L+₹1.8 L (13.0%) | L3 | Admitted-Finance |
| 4 | L4₹16.4 L+₹2.7 L (19.9%)Admitted-Finance 14 ILTIFATGANJ AMBEDKAR NAGAR UTTAR PRADESH 224145 UDYAM UP 04 0036158 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | -24.48% | ₹16.4 L+₹2.7 L (19.9%) | L4 | Admitted-Finance |
| 5 | L5₹16.9 L+₹3.2 L (23.5%)Admitted-Finance | -22.22% | ₹16.9 L+₹3.2 L (23.5%) | L5 | Admitted-Finance |
Tender Value
₹21.7 L
EMD Value
₹43,361
Closing Date
16 Sept 2026, 3:00 pmClosed
EXECUTIVE ENGINEER CD-VIII
OFFICE OF THE EXECUTIVE ENGINEER CD-VIII IFC DEPTT. SECTOR 15 ROHINI DELHI
Construction of Approach Road from Sharma Colony (Reg. No. 1271) to Rani Laxmi Bai Marg in Kirari AC-09.
2026_IFC_298288_1
EE/CD-VIII/NIT/2026-27/43
Open Tender
Civil Works
Percentage
30 days
DELHI
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹43,361
16 Sept 2026
10 Sept 2026
16 Sept 2026
10 Sept 2026
16 Sept 2026
10 Sept 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 | Supply of building Rubbish/Malba/similar unserviceable material dismantled or waste material by mechanical transport including royalty loading un-loading banking the same in layers not exceeding 20cm in depth, braking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and up to embankments for roads, flood banks, marginal banks and guid banks or filling up ground depression, with all leads & all lifts. | 248 | Cubic Metre | 571.15 | ₹1,41,645.2 |
| 2 | Supply of earth including excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions by mechanical transport within 10 km. lead and lift upto 1.5m including royalty. | 83 | Cubic Metre | 607.18 | ₹50,395.94 |
| 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. | 60 | Cubic Metre | 260.87 | ₹15,652.2 |
| 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) | 12 | Cubic Metre | 6,826.92 | ₹81,923.04 |
| 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 1:6 (1 cement : 6 coarse sand) | 36 | Cubic Metre | 7,147.87 | ₹2,57,323.32 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 30 | Square Metre | 393.01 | ₹11,790.3 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3 | Cubic Metre | 7,895.75 | ₹23,687.25 |
| 8 | 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 ontractor 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 | 83 | Cubic Metre | 8,854.5 | ₹7,34,923.5 |
| 9 | Providing and laying 100mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 825 | Square Metre | 1,031.15 | ₹8,50,698.75 |
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