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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹96.2 LAdmitted-Finance | -36.86% | ₹96.2 L | L1 | Admitted-Finance |
| 2 | L2₹98.2 LAdmitted-Finance | -35.55% | ₹98.2 L | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -30.31% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | -28.56% | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.1 CrAdmitted-Finance 14 ILTIFATGANJ AMBEDKAR NAGAR UTTAR PRADESH 224145 UDYAM UP 04 0036158 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | -27.00% | ₹1.1 Cr | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
7 May 2026, 3:00 pmClosed
Executive Engineer (CD-VII)
Civil Division VII IFCD Rohini Office Complex Sector 15 Rohini Delhi.
Construction of road and RCC Drain Near Kh. No. 12/26 Pond at Village Singhola in North Distt.
2026_IFC_290590_1
EE/CD-VII/NIT/2025-26/113
Open Tender
Civil Works
180 days
Civil Division VII IFCD Rohini Office Complex Sect
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3.0 L
7 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
7 May 2026
30 Apr 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 fluid or filling up ground depression, with all leads & all lifts. | 3,142 | Cum | 571.15 | ₹17,94,553.3 |
| 2 | Supply of screen soil C&D waste product by mechanical transport including loading and unloading and royalty of the same and banking the same in layers not exceeding 20 cm in depth, 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 with mechanical lead upto 15 Km including royalty and lift up to 1.5m in all kinds of soil. | 1,082 | Cum | 511.17 | ₹5,53,085.94 |
| 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. | 90 | Cum | 260.87 | ₹23,478.3 |
| 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) | 44.85 | Cum | 6,826.92 | ₹3,06,187.36 |
| 5.1 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 182 | Sqm | 393.01 | ₹71,527.82 |
| 5.2 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1,206 | Sqm | 844.35 | ₹10,18,286.1 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 170 | Cum | 9,065.56 | ₹15,41,145.2 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo- echanically Treated bars of grade Fe-500D or more. | 16,681 | Kg | 108.09 | ₹18,03,049.29 |
| 8 | Cement concentrate 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 20mm norminal size stone aggregate. | 153 | Sqm | 615.55 | ₹94,179.15 |
| 9 | 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 ement 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 contractor 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 | 281 | Cum | 8,854.5 | ₹24,88,114.5 |
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