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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance TUTICORIN | TUTICORIN | TAMIL NADU | 626202 | ₹2.5 Cr | L1 | Accepted-Finance L1 - Lowest quoted |
| 2 | Rejected-Technical | - | - | Rejected-Technical EMD clause not satisfied |
| Sl No | Description | Qty | Unit | Ramesh Enterprises L1 |
|---|---|---|---|---|
| 1.00 | Clearing light jungle and disposing off to a place at least 1 km away from the site as directed by the Engineer in charge including cost of all labour charges, lead, lift, Tool & plants etc, complete. | 19,320 | Sq.m. | 6 ₹1,15,920 |
| 2.00 | Providing R.C.C. in Tie beam of M35 GRADE using 12mm to 20mm graded HBG metal with minimum cement content of 375kg/m³ and maximum water-cement ratio of 0.45 as directed by the Engineer in charge including cost of all materials, shuttering and centering, labour charges, vibrating charges, curing , all T&P, lead, lift etc., complete but excluding cost of steel reinforcement - 1M³ | 141 | Cu.m. | 11,929 ₹16,81,989 |
| 3.00 | Providing R.C.C. in Column of M35 GRADE using 12mm to 20mm graded HBG metal with minimum cement content of 375kg/m³ and maximum water-cement ratio of 0.45 as directed by the Engineer in charge including cost of all materials, shuttering and centering, labour charges, vibrating charges, curing , all T&P, lead, lift etc., complete but excluding cost of steel reinforcement - 1M³ | 67 | RM | 9,597 ₹6,42,999 |
| 4.00 | Providing R.C.C. in coping beam of M35 GRADE using 12mm to 20mm graded HBG metal with minimum cement content of 375kg/m³ and maximum water-cement ratio of 0.45 as directed by the Engineer in charge including cost of all materials, shuttering and centering, labour charges, vibrating charges, curing , all T&P, lead, lift etc., complete but excluding cost of steel reinforcement - 1M³ | 65 | Cu.m. | 13,378 ₹8,69,570 |
| 5.00 | Supplying, cutting, bending, binding and placing in position of reinforcement rod at all level and elevation for High strength deformed TMT Bars having characteristic strength of Fe 500 N/mm² of branded make or equivalent in all RCC work including cost of all material, lead, lift and binding wire (18 G)etc., complete as directed by the Engineer at site. | 14.3 | MT | 91,944 ₹13,14,799.2 |
| 6.00 | Brick work in CM 1:6 using Fly ash bricks of size including cost of all material, lead, lift, labour, etc, complete. | 810 | Cu.m. | 8,366 ₹67,76,460 |
| 7.00 | Construction of RR Masonry Compound Wall in a damaged portion of RR masory wall including cost of all material, lead, lift, labour, etc, complete. | 206 | Cu.m. | 8,293 ₹17,08,358 |
| 8.00 | Plastering with CM 1:4,20 mm thick in two courses of 10mm thick on both sides of wall including cost of all materials lead lift etc complete. | 6,983 | Sq.M. | 365 ₹25,48,795 |
| 9.00 | Flush Pointing with CM 1:3 Mortar in old RR masonry wall where old bonding mortar found in damaged condition to a depth of minimum 50mm or as required as per site condition. | 3,519 | Sq.M. | 415 ₹14,60,385 |
| 10.00 | Colour Washing two coats with approved cement paint over one primary coat of cement paint over plastered wall surface including cleaning, preparing the surface and curing etc. complete | 6,983 | Cu.m. | 213 ₹14,87,379 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
3 Dec 2025, 2:00 pmClosed
The Chief Engineer/NCTPP Stage-III
NCTPP Stage-III, Athipattu, Chennai-120
Raising the existing western side RR masonry Compound wall of NCTPS I by brick work for a length of 1610m (from Ch.800S to 2350S) for industrial safety of NCTPS Stage-III Power Plant.
2025_EB_619971_1
CE/E/ SE/C/NCTPP-STAGE III/ 22/ 2025-26
Open Tender
Civil Works
270 days
NCTPP Stage-III
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.8 L
Yes
20 Feb 2026
5 Nov 2025
4 Dec 2025
5 Nov 2025
3 Dec 2025
5 Nov 2025
5 Nov 2025 - 2 Dec 2025
Clearing light jungle and disposing off to a place at least 1 km away from the site as directed by the Engineer in charge including cost of all labour charges, lead, lift, Tool & plants etc, complete.
Providing R.C.C. in Tie beam of M35 GRADE using 12mm to 20mm graded HBG metal with minimum cement content of 375kg/m³ and maximum water-cement ratio of 0.45 as directed by the Engineer in charge including cost of all materials, shuttering and centering, labour charges, vibrating charges, curing , all T&P, lead, lift etc., complete but excluding cost of steel reinforcement - 1M³
Supplying, cutting, bending, binding and placing in position of reinforcement rod at all level and elevation for High strength deformed TMT Bars having characteristic strength of Fe 500 N/mm² of branded make or equivalent in all RCC work including cost of all material, lead, lift and binding wire (18 G)etc., complete as directed by the Engineer at site.
Brick work in CM 1:6 using Fly ash bricks of size including cost of all material, lead, lift, labour, etc, complete.
Construction of RR Masonry Compound Wall in a damaged portion of RR masory wall including cost of all material, lead, lift, labour, etc, complete.
Plastering with CM 1:4,20 mm thick in two courses of 10mm thick on both sides of wall including cost of all materials lead lift etc complete.
Flush Pointing with CM 1:3 Mortar in old RR masonry wall where old bonding mortar found in damaged condition to a depth of minimum 50mm or as required as per site condition.
Colour Washing two coats with approved cement paint over one primary coat of cement paint over plastered wall surface including cleaning, preparing the surface and curing etc. complete
Supplying, Fabrication and fixing double Y post of height 1.4m with two nos. V of 0.59m arm length using galvanized ISA 40X40x5mm @ with grooves for holding the barbed wire as per insruction of Engineer in charge including cost of all materials, labour, lead lift etc. complete as per approved drawing.
Supplyig and fixing barbed wire fencing using 14 strands of HDG HTS wire of 2.5mm gauge 10 gauge in the grooves of Y POST lines as per insruction of Engineer in charge includes cost of all materials, labour, lead lift etc. complete. As per approved drawing.
Supplyig and fixing concertina of size 450mm dia made of 2.5mm HDG Barbed wire at 300mm pitch over Y POST tied with 3 strands of HDG High Tensile steel wire of 2.5mm dia as per insruction of Engineer in charge includes cost of all materials, labour, lead lift etc. complete.
Water Training work to avoid stagnation of water for the safety of compound wall at Disposal Point 2,3 & 5 - Providing P.C.C. for Raft for footing of M20 GRADE using 12mm to 20mm graded HBG metal with minimum cement content of 350kg/m³ and maximum water-cement ratio of 0.45 as directed by the Engineer in charge including cost of all materials, shuttering and centering, labour charges, vibrating charges, curing , all T&P, lead, lift etc., complete but excluding cost of steel reinforcement - 1M³
Water Training work to avoid stagnation of water for the safety of compound wall at Disposal Point 2,3 & 5 - Supplying, cutting, bending, binding and placing in position of reinforcement rod at all level and elevation for High strength deformed TMT Bars having characteristic strength of Fe 500 N/mm² of branded make or equivalent in all RCC work including cost of all material, lead, lift and binding wire (18 G)etc., complete as directed by the Engineer at site.
Bidders are requested to quote % of GST in the check list.
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