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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Fee/PreQual/Technical/Finance | -31.37% | ₹16.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.9 L+₹1.8 L (11.2%)Admitted-Fee/PreQual/Technical/Finance | -23.65% | ₹17.9 L+₹1.8 L (11.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.2 L+₹3.1 L (19.3%)Admitted-Fee/PreQual/Technical/Finance | -18.10% | ₹19.2 L+₹3.1 L (19.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹19.7 L+₹3.6 L (22.4%)Admitted-Fee/PreQual/Technical/Finance | -16.00% | ₹19.7 L+₹3.6 L (22.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹23.5 L
EMD Value
₹23,600
Closing Date
11 Sept 2026, 5:00 pmClosed
SE(CIVIL)
CIVIL WORKS CIRCLE,OPTCL BBSR
Improvement to Approach Road inside Switchyard of 220 132 KV Grid Sub-Station campus at Tarkera, Rourkela
2026_OPTCL_139613_11
OPTCL-CVL-SE - E-05 - 2026-27
Open Tender
Civil Works - Others
Percentage
90 days
TARKERA ROURKELA
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
SE(CIVIL),CIVIL WORKS CIRCLE,OPTCL
₹23,600
Yes
21 Sept 2026
29 Aug 2026
21 Sept 2026
29 Aug 2026
11 Sept 2026
29 Aug 2026
29 Aug 2026 - 5 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 | Dismantling and Removing RCC Columns, Beams, Slab, Staircase, Landing, Lintels etc including stacking the useful materials for reuse and removing & disposing the debris etc. within 50mtr lead including cost, conveyance of all labour with T&P, equipments and accessories and provision for all arrangements required for the works etc. complete in all respects as per the direction of the Engineer-in- charge. | 1 | Cum. | 1 | ₹1 |
| 2 | Earthwork Excavation in Foundation trenches in all kinds of soils with dressing and leveling the bed and sides Suitable to the drawing and design and depositing the excavated soil within initial lead of 50 mtr. and initial lift of 1.5 mtr Including cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | - | Cum. | 1 | - |
| 3 | Filling in Foundation and Plinth with sand well watered and rammed, laid in layers not exceeding 150mm in thickness suitable to drawing and design compacted to required depth etc complete including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangements required for the works etc. complete in all respect as per the direction of the Engineering charge. | - | Cum. | 1 | - |
| 4 | Cement Concrete work of proportion (1:4:8) in bed of foundation / basement of floor etc. using 40mm size hard black crusher broken granite stone metal of approved quality and from approved quarry laidd in layers not exceeding 150mm thick compacted to required depth suitable to drawing and design for the site with watering and curing to attain required strength etc complete including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | 1 | Cum. | - | - |
| 5 | Providing Reinforced Cement Concrete (RCC) work of grade M-20 (1:1 ½ :3) in Foundation, footing and stem upto plinth using 12mm (½ inch) size hard black crusher broker granite stone chips of approved quality from approved quarry including batching, grading, mixing in a mechanical mixture, hoisting, lowering, laying and compacting concrete with appropriate vibrator for casting- in- situ suitable to the drawing and design of the structural member at site having compressive strength not less than 200 kg/sqcm in 15cm cubes and test conducted after 28 days of curing as per test conducted in accordance with the code IS-456 and IS-516 in work test with watering and curing for 28 days to attain the required strength as mentioned including cost of centering and shuttering but excluding cost of re-enforcing materials like MS rod, tor-steel,binding wire and labour charges for making & tying the re-enforcing grills and including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | 1 | Cum. | - | - |
| 6 | Providing Reinforced Cement Concrete (RCC) work of grade M-20 (1:1 ½ :3) in Walls & Fins using 12mm (½ inch) size hard black crusher broker granite stone chips pf approved quality from approved quarry including batching, grading, mixing in a mechanical mixture, hoisting, lowering, laying and compacting concrete with appropriate vibrator for casting- in- situ suitable to the drawing and design of the structural member at site having compressive strength not less than 200 kg/sqcm in 15cm cubes and test conducted after 28 days of curing as per test conducted in accordance with the code IS-456 and IS-516 in work test with watering and curing for 28 days to attain the required strength as mentioned including cost of centering and shuttering but excluding cost of re-enforcing materials like MS rod, tor-steel,binding wire and labour charges for making & tying the re-enforcing grills and including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | - | Cum. | - | - |
| 7 | Providing Reinforced Cement Concrete (RCC) work of grade M-20 (1:1 ½ :3) in Deck Slab of Culvert using 12mm (½ inch) size hard black crusher broker granite stone chips of approved quality from approved quarry including batching, grading, mixing in a mechanical mixture, hoisting, lowering, laying and compacting concrete with appropriate vibrator for casting- in- situ suitable to the drawing and design of the structural member at site having compressive strength not less than 200 kg/sqcm in 15cm cubes and test conducted after 28 days of curing as per test conducted in accordance with the code IS-456 and IS-516 in work test with watering and curing for 28 days to attain the required strength as mentioned including cost of centering and shuttering but excluding cost of re-enforcing materials like MS rod, tor-steel,binding wire and labour charges for making & tying the re-enforcing grills and including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | - | Cum. | - | - |
| 8 | Providing Cement Concrete of grade M-20 (1:1 ½ :3) in Road Work using 12mm(½") size hard black crusher broker granite stone chips of approved quality from approved quarry including batching, grading, mixing in a mechanical mixture, hoisting, lowering, laying and compacting concrete with appropriate vibrator for casting- in- situ suitable to the drawing and design at site having compressive strength not less than 200 kg/sqcm in 15cm cubes and test conducted after 28 days of curing as per test conducted in accordance with the code IS-456 and IS-516 in work test with watering and curing for 28 days to attain the required strength as mentioned including cost of shuttering including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | - | Cum. | - | - |
| 9 | Providing and Making Re-enforcing Grills for RCC works with MS rod,tor-steel of required diameter and binding wires of 18 to 20 gauge with straightening, cutting, bending, binding, tying the grills and placing in position suiting to the form-work for RCC structural member as per the drawing and design at site including cost conveyance taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineering charge.(Payment shall be made on weight of MS rod/tor-steel only and no separate payment for binding wires) | - | Qtl. | 1 | - |
| 10 | Providing Weep hole in brick masonry/ Re-enforce concrete walls with 50mm dia PVC Pipe extending through the full weight of the structure with slope of 1V.20H towards drawing foce. etc complete as per the drawing & tachnical specification including cost conveyance royalty taxes of all materials and cost conveyance of all labour with T&P, equipments and accessories and provision for all arrangement required for the works etc. complete in all respect as per the direction of the Engineer-in- charge. | 1 | Mtr. | - | - |
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