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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC | ₹20.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.7 LRejected-Finance NO 15 NEW STREET EACHANGADU KIRUMAMPAKKAM PUDUCHERRY 607 402 | CUDDALORE | TAMIL NADU | 607402 | ₹22.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹22.7 LRejected-Finance | ₹22.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹24.0 LRejected-Finance SANJEEVARAYAPURAM AVANIYAPURAM POST VANDAVASI TK 604504 TIRUVANNAMALAI 4 | VANDAVASI | TIRUVANNAMALAI | TAMIL NADU | 604504 | ₹24.0 L | L4 | Rejected-Finance L4 |
| 5 | L5₹24.7 LRejected-Finance NO 172 VAZHAPANTAL ROAD STREET MAMBAKKAM ARCOT TALUK VELLORE DIST 632 318 | MAMBAKKAM | ARCOT TALUK | TAMIL NADU | 632318 | ₹24.7 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | R Pavadai L2 | MK DHANALAKSHMI ENGINEERING PRIVATE LIMITED L6 | PERUMAL.S.K L5 | R RADHAKRISHNAN L4 | ALLIRAJ CONSTRUCTION L3 | SCAN CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Labour charges for dismantling of Reinforced Cement Concrete and disposing the debris away from the SS permises including all materials, labour, lead and lift etc., complete as directed by the department engineer at site. | 6.3 | M3 | 200 ₹1,260 Lowest | 3,000 ₹18,900 | 3,500 ₹22,050 | 4,600 ₹28,980 | 622 ₹3,918.6 | 2,000 ₹12,600 |
| 2.00 | Labour charges for dismantling the Plain Cement Concrete met with below ground level during execution including labour, tools etc. complete. as directed by the department Engineer at site. | 11 | M3 | 2,500 ₹27,500 | 3,500 ₹38,500 | 2,500 ₹27,500 | 520 ₹5,720 | 332 ₹3,652 Lowest | 350 ₹3,850 |
| 3.00 | Labour charges for dismantling, clearing away and carefully stacking materials usefull for re-use of existing damaged Brick work / stone Masonry including the cost of all labour, transport, T&P, lead and lift etc., complete as directed by the department engineer at site. | 3 | M3 | 1,500 ₹4,500 | 4,000 ₹12,000 | 2,500 ₹7,500 | 300 ₹900 | 1,079 ₹3,237 | 200 ₹600 Lowest |
| 4.00 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Hard gravelly soil, stiff clay, block cotton,gravel, stoney earth and earth mixed with small size boulder etc., complete including cost of all materials lead lift etc complete as directed by the department engineer at site. | 61.6 | M3 | 250 ₹15,400 | 300 ₹18,480 | 150 ₹9,240 | 132 ₹8,131.2 | 274 ₹16,878.4 | 100 ₹6,160 Lowest |
| 5.00 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Medium rock dense medium rock not requiring blasting 20% including cost of all materials lead lift etc complete as directed by the department engineer at site. | 15.4 | M3 | 270 ₹4,158 | 300 ₹4,620 | 200 ₹3,080 | 345 ₹5,313 | 166 ₹2,556.4 Lowest | 250 ₹3,850 |
| 6.00 | Supply and Filling with the foundation and basement with sand in layers not more than 10 cm thick well rammed including watering and consolidation as per standard specification, including cost of all labour, material, lead and lift etc., complete. as directed by the department at site. | 7 | M3 | 1,000 ₹7,000 | 2,000 ₹14,000 | 700 ₹4,900 Lowest | 2,000 ₹14,000 | 1,079 ₹7,553 | 1,500 ₹10,500 |
| 7.00 | Plain Cement Concrete 1:3:6 using 20 mm HBG stone including cost of all materials, labour, transport, curing, lead, lift etc. complete as per standard specification and as directed by the dept. Engineer at site. | 38.2 | M3 | 6,700 ₹2,55,940 | 8,000 ₹3,05,600 | 4,000 ₹1,52,800 Lowest | 5,500 ₹2,10,100 | 5,395 ₹2,06,089 | 6,000 ₹2,29,200 |
| 8.00 | R:C:C 1:1.5:3 using 12 to 20mm HBG metal Without form work including cost of all materials, transport, lead, Lift, labour, for laying concrete curing etc., complete as directed by the department engineer at site. Raft | 23 | M3 | 8,500 ₹1,95,500 | 10,000 ₹2,30,000 | 9,000 ₹2,07,000 | 9,000 ₹2,07,000 | 7,055 ₹1,62,265 Lowest | 7,500 ₹1,72,500 |
| 9.00 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for Plinths, cable duct, cover slabs & Fire Protection wall using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. | 49 | M3 | 8,800 ₹4,31,200 | 15,000 ₹7,35,000 | 13,000 ₹6,37,000 | 12,000 ₹5,88,000 | 8,715 ₹4,27,035 Lowest | 9,000 ₹4,41,000 |
| 10.00 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for wall using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. | 10.5 | M3 | 9,200 ₹96,600 | 15,000 ₹1,57,500 | 13,000 ₹1,36,500 | 17,000 ₹1,78,500 | 8,964 ₹94,122 Lowest | 10,000 ₹1,05,000 |
Tender Value
₹26.7 L
EMD Value
₹26,700
Closing Date
30 Jun 2026, 2:00 pmClosed
SE/GCC-I/CNI
230 KV GIS SS COMPLEX, A-10, THIRU-VI-KA INDUSTRIAL ESTATE, GUINDY, CHENNAI-32.
as per NIT
2026_EB_681219_1
OT-001/26-27 of SE/GCC-I/CNI
Open Tender
Civil Works
Works
120 days
Arani
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹26,700
Yes
27 Aug 2026
16 Jun 2026
1 Jul 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for dismantling of Reinforced Cement Concrete and disposing the debris away from the SS permises including all materials, labour, lead and lift etc., complete as directed by the department engineer at site. | 6.3 | M3 | - | - |
| 2 | Labour charges for dismantling the Plain Cement Concrete met with below ground level during execution including labour, tools etc. complete. as directed by the department Engineer at site. | 11 | M3 | - | - |
| 3 | Labour charges for dismantling, clearing away and carefully stacking materials usefull for re-use of existing damaged Brick work / stone Masonry including the cost of all labour, transport, T&P, lead and lift etc., complete as directed by the department engineer at site. | 3 | M3 | - | - |
| 4 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Hard gravelly soil, stiff clay, block cotton,gravel, stoney earth and earth mixed with small size boulder etc., complete including cost of all materials lead lift etc complete as directed by the department engineer at site. | 61.6 | M3 | - | - |
| 5 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Medium rock dense medium rock not requiring blasting 20% including cost of all materials lead lift etc complete as directed by the department engineer at site. | 15.4 | M3 | - | - |
| 6 | Supply and Filling with the foundation and basement with sand in layers not more than 10 cm thick well rammed including watering and consolidation as per standard specification, including cost of all labour, material, lead and lift etc., complete. as directed by the department at site. | 7 | M3 | - | - |
| 7 | Plain Cement Concrete 1:3:6 using 20 mm HBG stone including cost of all materials, labour, transport, curing, lead, lift etc. complete as per standard specification and as directed by the dept. Engineer at site. | 38.2 | M3 | - | - |
| 8 | R:C:C 1:1.5:3 using 12 to 20mm HBG metal Without form work including cost of all materials, transport, lead, Lift, labour, for laying concrete curing etc., complete as directed by the department engineer at site. Raft | 23 | M3 | - | - |
| 9 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for Plinths, cable duct, cover slabs & Fire Protection wall using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. | 49 | M3 | - | - |
| 10 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for wall using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. | 10.5 | M3 | - | - |
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