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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance | ₹11.8 L | L1 | Accepted-Finance LOWEST TENDERER |
| 2 | L2₹12.6 LAccepted-Finance | ₹12.6 L | L2 | Accepted-Finance SECOND LOWEST TENDERER |
| 3 | L3₹12.8 LAccepted-Finance | ₹12.8 L | L3 | Accepted-Finance THIRD LOWEST TENDERER |
| 4 | L4₹12.8 LAccepted-Finance | ₹12.8 L | L4 | Accepted-Finance FORTH LOWEST TENDERER |
| Sl No | Description | Qty | Unit | SSV INFRA PROJECTS L4 | SARASWATHI ENTERPRISES L1 | MUTHURUMBIL JOHN JOY L3 | M.J JOHN L2 |
|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | |||||||
| 1.01 | Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed. | 195.5 | M3 | 336 ₹65,688 | 309 ₹60,409.5 Lowest | 335 ₹65,492.5 | 332 ₹64,906 |
| 1.02 | Supplying and filling in basement with wetmix 250mm thick in layers of not exceeding 250mm thick, well watered, rammed and consolidated including machineries for hire and running charges leader 5 Cum capacity, hire charges for tipper, water sprinkler,` vibratory roller all labour charges etc., complete complying with standard specification and as directed by the departmental officers. | 197 | M3 | 3,500 ₹6,89,500 | 3,225 ₹6,35,325 Lowest | 3,500 ₹6,89,500 | 3,465 ₹6,82,605 |
| 1.12 | CEMENT CONCRETE 1:5:10(one cement , five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including mixing by mechanical means de-watering side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 67 | M3 | 7,771 ₹5,20,657 | 7,161 ₹4,79,787 Lowest | 7,772 ₹5,20,724 | 7,697 ₹5,15,699 |
Tender Value
Refer Docs
EMD Value
₹15,000
Closing Date
7 Aug 2026, 2:00 pmClosed
CHIEF ENGINEER
TNCSC HEAD OFFICE, CMRL ADMIN BUILDING , P.H ROAD, KOYAMBEDU, CHENNAI 107
Formation of road in between Godown No.1 and 2 in TNCSC godown campus at Neliyalam Village in Pandalur Taluk Nilgiris District.
2026_TCSC_688524_1
4/CED6/022011/2026
Open Tender
Civil Works - Roads
Lump-sum
180 days
Pandalur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹15,000
21 Aug 2026
25 Jul 2026
7 Aug 2026
25 Jul 2026
7 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed. | 195.5 | M3 | - | - |
| 1.02 | Supplying and filling in basement with wetmix 250mm thick in layers of not exceeding 250mm thick, well watered, rammed and consolidated including machineries for hire and running charges leader 5 Cum capacity, hire charges for tipper, water sprinkler,` vibratory roller all labour charges etc., complete complying with standard specification and as directed by the departmental officers. | 197 | M3 | - | - |
| 1.12 | CEMENT CONCRETE 1:5:10(one cement , five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including mixing by mechanical means de-watering side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 67 | M3 | - | - |
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