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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹22.0 L+₹1.7 L (8.19%)Admitted-Finance NO 9 11 MIG TNEB NEW VANAVIL FLATS AYAPAKKAM CHENNAI 600 077 | CHENNAI | CHENNAI | TAMIL NADU | 600077 | L2 | Admitted-Finance | |
| 3 | L3₹22.4 L+₹2.1 L (10.3%)Admitted-Finance D NO 271D3 5 ANDAL PLOT NO 30 N0 76 DHARANI SQUARE PERAMANUR VILLAGE MARAMALI NAGAR CHENGALPATTU KANCHIPURAM 603 209 | CHENGALPATTU | KANCHIPURAM | TAMIL NADU | 603209 | L3 | Admitted-Finance | |
| 4 | L4₹23.1 L+₹2.8 L (13.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹24.1 L+₹3.8 L (18.6%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MK DHANALAKSHMI ENGINEERING PRIVATE LIMITED L3 | JAGAN ENTERPRISES L7 | PERUMAL.S.K L9 | RAKENGINEERING L2 | K.G.P. ENTERPRISES L10 | S S AND CO L6 | H.Venkateswaran L1 | INDIRA ENTERPRISES L5 | SP TECH ENGINEERING PVT LTD L8 | KIRUSHIYAA CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation soil and depositing on bank with initial lead of 10m and lift of 2m 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. | 256.57 | M3 | 300 ₹76,971 | 10 ₹2,565.7 Lowest | 150 ₹38,485.5 | 100 ₹25,657 | 200 ₹51,314 | 150 ₹38,485.5 | 250 ₹64,142.5 | 100 ₹25,657 | 75 ₹19,242.75 | 150 ₹38,485.5 |
| 2.00 | Supplying and filling with M- Sand for foundation layer not more than 15cm thick including cost of labour, transport, consolidation, lead and lift etc., complete as per standerd specification and as directed by the department at site. | 17.41 | M3 | 1,000 ₹17,410 | 700 ₹12,187 | 1 ₹17.41 Lowest | 1,500 ₹26,115 | 1,800 ₹31,338 | 1,000 ₹17,410 | 400 ₹6,964 | 1,000 ₹17,410 | 1,850 ₹32,208.5 | 800 ₹13,928 |
| 3.00 | 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. | 17.41 | M3 | 5,000 ₹87,050 | 4,000 ₹69,640 | 3,000 ₹52,230 Lowest | 4,000 ₹69,640 | 6,000 ₹1,04,460 | 4,500 ₹78,345 | 4,000 ₹69,640 | 5,500 ₹95,755 | 5,350 ₹93,143.5 | 4,300 ₹74,863 |
| 4.00 | R:C:C 1:11/2:3 using 12 to 20mm HBG metal including cost of all materials, transport, lead, Lift, labour, for laying concrete curing etc., complete as directed by the department engineer at site. Without form work | 23.85 | M3 | 5,000 ₹1,19,250 Lowest | 7,000 ₹1,66,950 | 9,000 ₹2,14,650 | 5,000 ₹1,19,250 Lowest | 7,500 ₹1,78,875 | 6,500 ₹1,55,025 | 5,000 ₹1,19,250 Lowest | 7,500 ₹1,78,875 | 6,500 ₹1,55,025 | 5,900 ₹1,40,715 |
| 5.00 | R.C.C. 1:11/2:3 using 12- 20mm metal with form work for foundation 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. | 25.11 | M3 | 5,000 ₹1,25,550 Lowest | 8,500 ₹2,13,435 | 10,000 ₹2,51,100 | 7,000 ₹1,75,770 | 15,000 ₹3,76,650 | 9,000 ₹2,25,990 | 5,000 ₹1,25,550 Lowest | 7,500 ₹1,88,325 | 6,700 ₹1,68,237 | 8,000 ₹2,00,880 |
| 6.00 | Providing and laying P:C:C 1:2:4 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 | 77.68 | M3 | 5,000 ₹3,88,400 | 7,000 ₹5,43,760 | 8,000 ₹6,21,440 | 6,050 ₹4,69,964 | 7,000 ₹5,43,760 | 5,000 ₹3,88,400 | 5,000 ₹3,88,400 | 5,500 ₹4,27,240 | 6,250 ₹4,85,500 | 4,000 ₹3,10,720 Lowest |
| 7.00 | Providing and laying P.C.C 1:2:4 using 12-20mm HBG stone for Plinth 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. | 26.75 | M3 | 5,000 ₹1,33,750 Lowest | 7,500 ₹2,00,625 | 9,000 ₹2,40,750 | 6,000 ₹1,60,500 | 12,000 ₹3,21,000 | 8,000 ₹2,14,000 | 5,500 ₹1,47,125 | 6,000 ₹1,60,500 | 6,650 ₹1,77,887.5 | 7,350 ₹1,96,612.5 |
| 8.00 | Brick work in C M 1:5 using good quality secound class chamber burnt bricks for basement level including cost of all materials labour, lead & lift etc., complete as directed by the department engineer at site. | 2.16 | M3 | 10,000 ₹21,600 | 5,000 ₹10,800 | 5,500 ₹11,880 | 7,000 ₹15,120 | 10,500 ₹22,680 | 8,000 ₹17,280 | 1,000 ₹2,160 Lowest | 6,500 ₹14,040 | 7,200 ₹15,552 | 7,000 ₹15,120 |
| 9.00 | Plastering in CM 1:3 12 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 . | 322.91 | M2 | 250 ₹80,727.5 | 250 ₹80,727.5 | 650 ₹2,09,891.5 | 500 ₹1,61,455 | 450 ₹1,45,309.5 | 230 ₹74,269.3 Lowest | 350 ₹1,13,018.5 | 270 ₹87,185.7 | 310 ₹1,00,102.1 | 400 ₹1,29,164 |
| 10.00 | Providing 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 per standard specification and as directed by the department engineer at site. | 2.94 | MT | 45,000 ₹1,32,165 | 60,000 ₹1,76,220 | 1 ₹2.94 Lowest | 52,000 ₹1,52,724 | 90,000 ₹2,64,330 | 65,000 ₹1,90,905 | 45,000 ₹1,32,165 | 60,000 ₹1,76,220 | 87,000 ₹2,55,519 | 62,000 ₹1,82,094 |
Tender Value
₹31.5 L
EMD Value
₹31,500
Closing Date
8 Sept 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_698543_1
OT-015/26-27 of SE/GCC-I/CNI
Open Tender
Civil Works
Works
120 days
Illedu
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹31,500
Yes
25 Sept 2026
27 Aug 2026
9 Sept 2026
27 Aug 2026
8 Sept 2026
27 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation soil and depositing on bank with initial lead of 10m and lift of 2m 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. | 256.57 | M3 | - | - |
| 2 | Supplying and filling with M- Sand for foundation layer not more than 15cm thick including cost of labour, transport, consolidation, lead and lift etc., complete as per standerd specification and as directed by the department at site. | 17.41 | M3 | - | - |
| 3 | 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. | 17.41 | M3 | - | - |
| 4 | R:C:C 1:11/2:3 using 12 to 20mm HBG metal including cost of all materials, transport, lead, Lift, labour, for laying concrete curing etc., complete as directed by the department engineer at site. Without form work | 23.85 | M3 | - | - |
| 5 | R.C.C. 1:11/2:3 using 12- 20mm metal with form work for foundation 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. | 25.11 | M3 | - | - |
| 6 | Providing and laying P:C:C 1:2:4 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 | 77.68 | M3 | - | - |
| 7 | Providing and laying P.C.C 1:2:4 using 12-20mm HBG stone for Plinth 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. | 26.75 | M3 | - | - |
| 8 | Brick work in C M 1:5 using good quality secound class chamber burnt bricks for basement level including cost of all materials labour, lead & lift etc., complete as directed by the department engineer at site. | 2.16 | M3 | - | - |
| 9 | Plastering in CM 1:3 12 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 . | 322.91 | M2 | - | - |
| 10 | Providing 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 per standard specification and as directed by the department engineer at site. | 2.94 | MT | - | - |
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