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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹28.2 L+₹2.2 L (8.47%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹31.1 L+₹5.0 L (19.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹31.6 L+₹5.5 L (21.3%)Admitted-Finance PLOT NO 13 II ND CROSS STREET RAMESH NAGAR VALASARAVAKKAM CHENNAI 600 087 | CHENNAI | CHENNAI | TAMIL NADU | 600087 | L4 | Admitted-Finance | |
| 5 | L5₹31.8 L+₹5.7 L (22.1%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K S CONSTRUCTION L4 | Sudharshan Constructions L2 | P RAJALINGAM CONTRACTOR L6 | INDIRA ENTERPRISES L1 | Vidhyut Nirman Contractors LLP L5 | S & G CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 boulders SS 20 B 85% etc., complete including cost of all materials lead lift etc complete as directed by the department engineer at site. | 135.45 | M3 | 150 ₹20,317.5 | 200 ₹27,090 | 400 ₹54,180 | 100 ₹13,545 Lowest | 150 ₹20,317.5 | 125 ₹16,931.25 |
| 2.00 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Soft Disintegrated Rock not requiring blasting 5% including cost of all materials lead lift etc complete. | 7.97 | M3 | 25 ₹199.25 Lowest | 300 ₹2,391 | 450 ₹3,586.5 | 100 ₹797 | 200 ₹1,594 | 40 ₹318.8 |
| 3.00 | 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 5% including cost of all materials lead lift etc complete as directed by the department engineer at site. | 7.97 | M3 | 25 ₹199.25 Lowest | 500 ₹3,985 | 460 ₹3,666.2 | 100 ₹797 | 200 ₹1,594 | 40 ₹318.8 |
| 4.00 | Removing Hard rock by wedging, chiseling and trimming to proper shap 5% where blasting is prohibited, including the cost of all materials lead lift etc complete as directed by the department engineer at site. | 7.97 | M3 | 50 ₹398.5 | 1,000 ₹7,970 | 400 ₹3,188 | 100 ₹797 | 200 ₹1,594 | 40 ₹318.8 Lowest |
| 5.00 | Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed and watered consolidated etc complee as per standard specification. | 7.29 | M3 | 1,800 ₹13,122 | 2,300 ₹16,767 | 1,500 ₹10,935 | 1,500 ₹10,935 | 700 ₹5,103 Lowest | 1,800 ₹13,122 |
| 6.00 | Transporting the Surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance, loading, unloading etc.,complete as per standerd specification and as directed by the department at site. | 63.58 | M3 | 50 ₹3,179 | 150 ₹9,537 | 600 ₹38,148 | 125 ₹7,947.5 | 100 ₹6,358 | 25 ₹1,589.5 Lowest |
| 7.00 | Re filling in foundation with excavated earth in layers not more than 15cm thick well rammed and watered consolidated etc complete as per standard specification. | 95.78 | M3 | 40 ₹3,831.2 | 150 ₹14,367 | 150 ₹14,367 | 20 ₹1,915.6 Lowest | 50 ₹4,789 | 25 ₹2,394.5 |
| 8.00 | Providing & laying Plain Cement Concrete 1:3:6 using 20 mm HBG stone for foundation 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 . | 24.01 | M3 | 6,000 ₹1,44,060 | 6,500 ₹1,56,065 | 6,000 ₹1,44,060 | 5,500 ₹1,32,055 Lowest | 5,500 ₹1,32,055 Lowest | 5,800 ₹1,39,258 |
| 9.00 | Providing & laying 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. | 39.57 | M3 | 8,000 ₹3,16,560 | 8,500 ₹3,36,345 | 8,000 ₹3,16,560 | 8,300 ₹3,28,431 | 8,500 ₹3,36,345 | 7,500 ₹2,96,775 Lowest |
| 10.00 | Providing & laying R.C.C. 1:1.5:3 using 12- 20 mm metal for foundation for beam & column 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. | 42.56 | M3 | 17,000 ₹7,23,520 | 9,500 ₹4,04,320 | 17,000 ₹7,23,520 | 8,300 ₹3,53,248 Lowest | 19,500 ₹8,29,920 | 16,500 ₹7,02,240 |
Tender Value
₹31.8 L
EMD Value
₹31,800
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_698619_1
OT-021/26-27 of SE/GCC-I/CNI
Open Tender
Civil Works
Works
120 days
Nemmeli
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹31,800
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 to 100m and lift of 3m in Hard gravelly soil, stiff clay, block cotton,gravel, stoney earth and earth mixed with small size boulders SS 20 B 85% etc., complete including cost of all materials lead lift etc complete as directed by the department engineer at site. | 135.45 | M3 | - | - |
| 2 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Soft Disintegrated Rock not requiring blasting 5% including cost of all materials lead lift etc complete. | 7.97 | M3 | - | - |
| 3 | 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 5% including cost of all materials lead lift etc complete as directed by the department engineer at site. | 7.97 | M3 | - | - |
| 4 | Removing Hard rock by wedging, chiseling and trimming to proper shap 5% where blasting is prohibited, including the cost of all materials lead lift etc complete as directed by the department engineer at site. | 7.97 | M3 | - | - |
| 5 | Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed and watered consolidated etc complee as per standard specification. | 7.29 | M3 | - | - |
| 6 | Transporting the Surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance, loading, unloading etc.,complete as per standerd specification and as directed by the department at site. | 63.58 | M3 | - | - |
| 7 | Re filling in foundation with excavated earth in layers not more than 15cm thick well rammed and watered consolidated etc complete as per standard specification. | 95.78 | M3 | - | - |
| 8 | Providing & laying Plain Cement Concrete 1:3:6 using 20 mm HBG stone for foundation 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 . | 24.01 | M3 | - | - |
| 9 | Providing & laying 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. | 39.57 | M3 | - | - |
| 10 | Providing & laying R.C.C. 1:1.5:3 using 12- 20 mm metal for foundation for beam & column 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. | 42.56 | M3 | - | - |
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