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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance P NO 94 AGS NAGAR ZAMIN PALLAVARAM CHENNAI 600 117 | CHENNAI | CHENGALPATTU | TAMIL NADU | 600117 | ₹9.1 L | L1 | Admitted-Finance |
| 2 | L2₹9.3 LAdmitted-Finance | ₹9.3 L | L2 | Admitted-Finance |
| 3 | L3₹9.3 LAdmitted-Finance | ₹9.3 L | L3 | Admitted-Finance |
| 4 | L4₹9.7 LAdmitted-Finance | ₹9.7 L | L4 | Admitted-Finance |
| 5 | L5₹9.7 LAdmitted-Finance | ₹9.7 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MK DHANALAKSHMI ENGINEERING PRIVATE LIMITED L10 | PERUMAL.S.K L7 | SCAN CONSTRUCTION L5 | KSM CONSTRUCTION L2 | KIRUSHIYAA CONSTRUCTION L8 | APS ENTERPRISES L9 | ALLIRAJ CONSTRUCTION L3 | SP TECH ENGINEERING PVT LTD L1 | DHARSHINI ENTERPRISES L4 | THIRUMURUGAN ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Labour charges for Clearing of juliflora jungle with uprooting including cost of all labour, transport, T&P, lead lift etc., complete as directed by the department engineer at site. | 250 | M2 | 5 ₹1,250 | 1 ₹250 Lowest | 7 ₹1,750 | 5 ₹1,250 | 10 ₹2,500 | 9 ₹2,250 | 12.17 ₹3,042.5 | 95 ₹23,750 | 6 ₹1,500 | 6 ₹1,500 |
| 2.00 | Earth work excavation soil and depositing on bank with initial lead of 10 to 100 m and lift of 3m in sand, silt or other loose soild, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including cost of all materials lead lift etc complete as directed by the department engineer at site. | 74.31 | M3 | 300 ₹22,293 | 100 ₹7,431 | 200 ₹14,862 | 200 ₹14,862 | 200 ₹14,862 | 270 ₹20,063.7 | 121.65 ₹9,039.81 | 140 ₹10,403.4 | 250 ₹18,577.5 | 65 ₹4,830.15 Lowest |
| 3.00 | Providing and laying 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. | 6.32 | M3 | 6,000 ₹37,920 | 5,000 ₹31,600 | 6,000 ₹37,920 | 5,500 ₹34,760 | 5,500 ₹34,760 | 5,550 ₹35,076 | 4,703.8 ₹29,728.02 Lowest | 7,000 ₹44,240 | 6,000 ₹37,920 | 7,000 ₹44,240 |
| 4.00 | Providing and laying R:C:C 1:1:5:3 using 12-20mm HBG metal without form work including cost of all materials,curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site (Raft). | 13.5 | M3 | 12,000 ₹1,62,000 | 9,000 ₹1,21,500 | 8,500 ₹1,14,750 | 6,000 ₹81,000 Lowest | 7,800 ₹1,05,300 | 8,772 ₹1,18,422 | 6,861.06 ₹92,624.31 | 7,250 ₹97,875 | 8,000 ₹1,08,000 | 12,000 ₹1,62,000 |
| 5.00 | R.C.C. 1:1.5:3 using 12- 20mm metal for Cloumn Below GL with form work 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. | 4.17 | M3 | 20,000 ₹83,400 | 10,500 ₹43,785 | 9,000 ₹37,530 | 7,900 ₹32,943 Lowest | 13,000 ₹54,210 | 11,600 ₹48,372 | 8,921 ₹37,200.57 | 8,000 ₹33,360 | 11,000 ₹45,870 | 13,000 ₹54,210 |
| 6.00 | R.C.C. 1:1.5:3 using 12- 20mm metal for Cloumn Above GL with form work 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. | 2.48 | M3 | 20,000 ₹49,600 | 10,500 ₹26,040 | 9,000 ₹22,320 | 7,900 ₹19,592 Lowest | 12,800 ₹31,744 | 12,000 ₹29,760 | 8,312.75 ₹20,615.62 | 8,000 ₹19,840 | 12,000 ₹29,760 | 13,500 ₹33,480 |
| 7.00 | Supplying, fabrication and placing in position of MS/RTS steel reinforcement for all RCC works including cost of all materilas steel, binding wire, labour, lead, lift, cutting, bending, typing and binding and placing in position etc., complete as directed by the department engineer at site. | 1.21 | MT | 90,000 ₹1,08,900 | 50,000 ₹60,500 Lowest | 85,000 ₹1,02,850 | 75,000 ₹90,750 | 85,000 ₹1,02,850 | 89,000 ₹1,07,690 | 77,045 ₹93,224.45 | 85,000 ₹1,02,850 | 71,000 ₹85,910 | 95,000 ₹1,14,950 |
| 8.00 | Brick Work in CM 1:5 using second class chamber burnt bricks for super structure includung cost of all materials , Labours, lead ,lift etc. Complete.Specification and as directed by the dept.engineer at site. | 24.23 | M3 | 7,600 ₹1,84,148 | 7,500 ₹1,81,725 | 6,500 ₹1,57,495 | 6,500 ₹1,57,495 | 6,300 ₹1,52,649 | 5,750 ₹1,39,322.5 | 5,149.85 ₹1,24,780.87 | 5,000 ₹1,21,150 Lowest | 7,500 ₹1,81,725 | 7,000 ₹1,69,610 |
| 9.00 | Plastering in CM 1:5 mix using 20 mm thick including cost of all materials, transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site . | 88 | M2 | 800 ₹70,400 | 725 ₹63,800 | 200 ₹17,600 Lowest | 250 ₹22,000 | 260 ₹22,880 | 275 ₹24,200 | 324.4 ₹28,547.2 | 340 ₹29,920 | 320 ₹28,160 | 300 ₹26,400 |
| 10.00 | Providing and laying P:C:C 1:2:4 using 20mm HBG metal including form work for plinths including cost of all materials,curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site | 0.81 | M3 | 10,000 ₹8,100 | 8,000 ₹6,480 | 6,000 ₹4,860 | 5,500 ₹4,455 Lowest | 6,700 ₹5,427 | 6,400 ₹5,184 | 6,893.5 ₹5,583.74 | 11,000 ₹8,910 | 8,000 ₹6,480 | 10,000 ₹8,100 |
Tender Value
₹11.5 L
EMD Value
₹11,500
Closing Date
6 Aug 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_688107_1
OT-010/26-27 of SE/GCC-I/CNI
Open Tender
Civil Works
Works
120 days
SP Koil
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹11,500
Yes
20 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 2026
6 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for Clearing of juliflora jungle with uprooting including cost of all labour, transport, T&P, lead lift etc., complete as directed by the department engineer at site. | 250 | M2 | - | - |
| 2 | Earth work excavation soil and depositing on bank with initial lead of 10 to 100 m and lift of 3m in sand, silt or other loose soild, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including cost of all materials lead lift etc complete as directed by the department engineer at site. | 74.31 | M3 | - | - |
| 3 | Providing and laying 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. | 6.32 | M3 | - | - |
| 4 | Providing and laying R:C:C 1:1:5:3 using 12-20mm HBG metal without form work including cost of all materials,curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site (Raft). | 13.5 | M3 | - | - |
| 5 | R.C.C. 1:1.5:3 using 12- 20mm metal for Cloumn Below GL with form work 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. | 4.17 | M3 | - | - |
| 6 | R.C.C. 1:1.5:3 using 12- 20mm metal for Cloumn Above GL with form work 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. | 2.48 | M3 | - | - |
| 7 | Supplying, fabrication and placing in position of MS/RTS steel reinforcement for all RCC works including cost of all materilas steel, binding wire, labour, lead, lift, cutting, bending, typing and binding and placing in position etc., complete as directed by the department engineer at site. | 1.21 | MT | - | - |
| 8 | Brick Work in CM 1:5 using second class chamber burnt bricks for super structure includung cost of all materials , Labours, lead ,lift etc. Complete.Specification and as directed by the dept.engineer at site. | 24.23 | M3 | - | - |
| 9 | Plastering in CM 1:5 mix using 20 mm thick including cost of all materials, transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site . | 88 | M2 | - | - |
| 10 | Providing and laying P:C:C 1:2:4 using 20mm HBG metal including form work for plinths including cost of all materials,curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site | 0.81 | M3 | - | - |
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