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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | -35.19% | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 CrAdmitted-Finance C 103 UGATI HEIGHTS NR SWAGAT RAINFOREST 1 KUDASAN POR RAO KUDASAN GANDHINAAGR 382421 GUJARAT | AHMADABAD | GUJARAT | 382421 | -31.19% | ₹3.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.5 CrAdmitted-Finance 193 SUNCITY OPP AMBE SCHOOL MANJALPUR VADODARA GUJARAT 390011 UDYAM GJ 24 0027414 | VADODARA | GUJARAT | 390011 | -31.07% | ₹3.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.8 CrAdmitted-Finance | -24.70% | ₹3.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.9 CrAdmitted-Finance 52 118 SECTOR 5 PRATAPNAGAR SANGANER JAIPUR 302033 | JAIPUR | RAJASTHAN | 302033 | -21.70% | ₹3.9 Cr | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹10.0 L
Closing Date
11 Jun 2026, 3:00 pmClosed
Akshat Agarwal, SE (Civil)
Room no. 03, Shed no. 22, Regional Stores, ONGC WON Basin, Vadodara
Hardening of Flare Area including Provision of Approach Road, Roadside Paver Blocks and Access to Fire Hydrants at Dahej Plant
2026_ONGC_277397_1
B25AC26009
Open Tender
Civil Works
Works
150 days
ONGC C2C3 Plant, Dahej
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹10.0 L
20 Aug 2026
13 May 2026
12 Jun 2026
13 May 2026
11 Jun 2026
13 May 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 |
|---|---|---|---|---|---|
| 1.01 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 26.8 | cum | 2,123.75 | ₹56,916.5 |
| 1.02 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge. With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-30 | 144.3 | cum | 2,784 | ₹4,01,731.2 |
| 1.03 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 14,499.52 | sqm | 34.15 | ₹4,95,158.61 |
| 1.04 | 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 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 | 269.99 | cum | 8,835.15 | ₹23,85,402.15 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete | 713.4 | sqm | 392.15 | ₹2,79,759.81 |
| 1.06 | Providing 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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% ofthe specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. All works upto plinth level Concrete of M40 grade with minimum cement content of 390 kg /cum | 1,194.8 | cum | 9,957.65 | ₹1,18,97,400.22 |
| 1.07 | Providing 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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% ofthe specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 40.2 | cum | 9,655.7 | ₹3,88,159.14 |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-5000 or more. | 1,66,725 | kg | 107.85 | ₹1,79,81,291.25 |
| 1.09 | Providing and fixing in position 12 mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Providing and fixing sheet covering | 522.4 | per cm depth per 100m | 655.75 | ₹3,42,563.8 |
| 1.1 | 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: All kinds of soil | 13,269.52 | sqm | 129.85 | ₹17,23,047.17 |
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