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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹57.9 LAdmitted-Finance | -23.00% | ₹57.9 L | L1 | Admitted-Finance |
| 2 | L2₹59.4 L+₹1.4 L (2.47%)Admitted-Finance DUMKA | JHARKHAND | 814101 | -21.10% | ₹59.4 L+₹1.4 L (2.47%) | L2 | Admitted-Finance |
| 3 | L3₹61.0 L+₹3.1 L (5.31%)Admitted-Finance | -18.91% | ₹61.0 L+₹3.1 L (5.31%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Bidder has not submitted the required document as per NIT |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Bidder has not submitted the required document as per NIT |
Tender Value
₹75.2 L
EMD Value
₹1.5 L
Closing Date
7 Apr 2026, 2:00 pmClosed
AGM (CE)
Food Corporation of India, Regional Office Ranchi, New Collectorate Building, Block-A, 4th Floor, Kutchery Road, Ranchi-834001
Construction of Integrated RCC Retaining Wall and Roadside Drain with Concertina Fencing and ISMC Channel Road Dividers at FSD Itkhori, Chatra, Jharkhand.
2026_FCI_901809_1
07
Open Tender
Civil Works
Works
90 days
FCI, FSD Itkhori
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.5 L
21 May 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
7 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 1Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | |||||
| 2Demolishing 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) | |||||
| 3Demolishing 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. | |||||
| 4Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | |||||
| 5Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar | |||||
| 6Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | |||||
| 7Providing 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) : 8 graded stone aggregate 40 mm nominal size) | |||||
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. Upto Plinth level: | |||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. Above Plinth level: | |||||
| 10Providing 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 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, finishing and reinforcement 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 specified minimum 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 M25 grade with minimum cement content of 330 kg /cum | |||||
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