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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical NO 15A NETHAJI NAGAR 8TH STREET ENNORE HIGH ROAD CHENNAI 600057 | CHENNAI | CHENNAI | TAMIL NADU | 600057 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical NO 12B SESHADRIPALAYAM STREET KANCHEEPURAM 631503 | KANCHEEPURAM | KANCHEEPURAM | TAMIL NADU | 631503 | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
10 Mar 2026, 2:30 pmClosed
CE/TP-I/CNI
230 KV GIS Ss guindy
construction of AE JE room additional bay extn Rcc road gate pillar filling chain link fencing upgradation of existing 33 11 KV SS at Ananthapuram
2026_EB_668070_1
CETP1-176/25-26
Open Tender
Civil Works
Works
270 days
Annthapuram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.6 L
10 Aug 2026
27 Feb 2026
11 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. | 846 | M3 | - | - |
| 2 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth.Soft disintegrated rock not requirng blasting | 64 | M3 | - | - |
| 3 | Earth work excavation for foundation in ordinary soil with lead of 10 to 100 m and lift of 3m in sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loom and ordinary soil including excavated earth. Removal of hard rock by wedging and chiselling and trimming to proper shape | 5 | M3 | - | - |
| 4 | Filling in foundation with filling earth in layers not more than 15cm thick well rammed and watered consolidated etc., complete as per standard specification | 15 | M3 | - | - |
| 5 | Re filling in foundation with excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification | 45 | M3 | - | - |
| 6 | Plain cement concrete 1:3:6, using 20 mm HBG metal for foundation without formwork including cost of cement, all materials, labour, lead, lift, etc. complete. | 179.5 | M3 | - | - |
| 7 | R:C:C 1:1.5:3 using 12 to 20mm 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. | 145 | M3 | - | - |
| 8 | R:C:C 1:1.5:3 using 12 to 20mm HBG metal with 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- Column upto Basement | 5.6 | M3 | - | - |
| 9 | R:C:C 1:1.5:3 using 12 to 20mm HBG metal with 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-Column upto Basement | 4.75 | M3 | - | - |
| 10 | R:C:C 1:1.5:3using 12-20mm graded hard machine broken granite stone, including cost of all materials, with form work, centering, curing, all labour charges, lead, lift, etc. complete. But excluding cost of steel reinforcement. Grade Beam concrete. | 3.5 | M3 | - | - |
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