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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹34.6 L+₹2.0 L (6.23%)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 | L2 | Admitted-Finance | |
| 3 | L3₹37.0 L+₹4.4 L (13.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹39.8 L+₹7.2 L (22.2%)Admitted-Finance NO 25 OTTHAVADA STREET NEAR NEW BUS STAND ARAKKONAM 631 001 | ARAKKONAM | RANIPET | TAMIL NADU | 631001 | L4 | Admitted-Finance | |
| 5 | L5₹40.6 L+₹8.0 L (24.5%)Admitted-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | PUDUKKOTTAI | TAMIL NADU | 621308 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MK DHANALAKSHMI ENGINEERING PRIVATE LIMITED L2 | D RAVI L4 | PERUMAL.S.K L8 | R Pavadai L6 | P RAJALINGAM CONTRACTOR L9 | H.Venkateswaran L1 | S S AND CO L5 | KIRUSHIYAA CONSTRUCTION L3 | SP TECH ENGINEERING PVT LTD L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 241 | M3 | 250 ₹60,250 | 96 ₹23,136 | 100 ₹24,100 | 150 ₹36,150 | 200 ₹48,200 | 250 ₹60,250 | 150 ₹36,150 | 100 ₹24,100 | 45 ₹10,845 Lowest |
| 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. | 21 | M3 | 900 ₹18,900 | 100 ₹2,100 | 1 ₹21 Lowest | 1,000 ₹21,000 | 1,800 ₹37,800 | 400 ₹8,400 | 500 ₹10,500 | 800 ₹16,800 | 1,800 ₹37,800 |
| 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. | 21 | M3 | 4,600 ₹96,600 | 4,200 ₹88,200 | 1,000 ₹21,000 Lowest | 5,600 ₹1,17,600 | 6,000 ₹1,26,000 | 4,000 ₹84,000 | 4,000 ₹84,000 | 4,000 ₹84,000 | 5,200 ₹1,09,200 |
| 4.00 | R:C:C 1:1.5:3 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 | 27 | M3 | 4,600 ₹1,24,200 | 5,900 ₹1,59,300 | 8,000 ₹2,16,000 | 7,500 ₹2,02,500 | 9,000 ₹2,43,000 | 4,500 ₹1,21,500 Lowest | 5,000 ₹1,35,000 | 5,200 ₹1,40,400 | 5,900 ₹1,59,300 |
| 5.00 | R.C.C. 1:1.5:3 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. | 63 | M3 | 4,600 ₹2,89,800 Lowest | 8,600 ₹5,41,800 | 9,000 ₹5,67,000 | 8,200 ₹5,16,600 | 15,000 ₹9,45,000 | 5,000 ₹3,15,000 | 8,000 ₹5,04,000 | 6,700 ₹4,22,100 | 6,250 ₹3,93,750 |
| 6.00 | 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. | 5.3 | MT | 45,000 ₹2,38,500 | 46,000 ₹2,43,800 | 1 ₹5.3 Lowest | 70,000 ₹3,71,000 | 90,000 ₹4,77,000 | 40,000 ₹2,12,000 | 60,000 ₹3,18,000 | 55,000 ₹2,91,500 | 75,000 ₹3,97,500 |
| 7.00 | 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 | 117 | M3 | 4,600 ₹5,38,200 | 4,900 ₹5,73,300 | 8,000 ₹9,36,000 | 7,300 ₹8,54,100 | 7,000 ₹8,19,000 | 5,500 ₹6,43,500 | 4,000 ₹4,68,000 | 3,700 ₹4,32,900 Lowest | 5,750 ₹6,72,750 |
| 8.00 | 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. | 20 | M3 | 4,600 ₹92,000 Lowest | 7,900 ₹1,58,000 | 9,000 ₹1,80,000 | 7,800 ₹1,56,000 | 12,000 ₹2,40,000 | 5,500 ₹1,10,000 | 10,000 ₹2,00,000 | 6,500 ₹1,30,000 | 6,000 ₹1,20,000 |
| 9.00 | Provding and fixing GI bolt and buts with minimum 100mm "L" bend and thread 150mm including cost of all materials labours lead lift, etc., complete as direted by the departmental Engineer at site. 1.2m Length | 662 | Kgs. | 120 ₹79,440 | 75 ₹49,650 Lowest | 125 ₹82,750 | 80 ₹52,960 | 180 ₹1,19,160 | 150 ₹99,300 | 150 ₹99,300 | 130 ₹86,060 | 125 ₹82,750 |
| 10.00 | Providing grout holes for equipment at required position including cost of all materials, curing,labour, lead and lift etc., complete as directed by the department engineer at site. | 16 | Nos. | 500 ₹8,000 | 700 ₹11,200 | 1,000 ₹16,000 | 100 ₹1,600 Lowest | 195 ₹3,120 | 500 ₹8,000 | 300 ₹4,800 | 1,500 ₹24,000 | 300 ₹4,800 |
Tender Value
₹48.1 L
EMD Value
₹48,100
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_698569_1
OT-017/26-27 of SE/GCC-I/CNI
Open Tender
Civil Works
Works
120 days
Murukkery
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹48,100
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. | 241 | 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. | 21 | 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. | 21 | M3 | - | - |
| 4 | R:C:C 1:1.5:3 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 | 27 | M3 | - | - |
| 5 | R.C.C. 1:1.5:3 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. | 63 | M3 | - | - |
| 6 | 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. | 5.3 | MT | - | - |
| 7 | 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 | 117 | M3 | - | - |
| 8 | 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. | 20 | M3 | - | - |
| 9 | Provding and fixing GI bolt and buts with minimum 100mm "L" bend and thread 150mm including cost of all materials labours lead lift, etc., complete as direted by the departmental Engineer at site. 1.2m Length | 662 | Kgs. | - | - |
| 10 | Providing grout holes for equipment at required position including cost of all materials, curing,labour, lead and lift etc., complete as directed by the department engineer at site. | 16 | Nos. | - | - |
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