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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.4 LRejected-Finance | ₹4.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | S CHELLAM L2 | THANKIAHNADAR NESAMONY L1 |
|---|---|---|---|---|---|
| 1.00Providing Storm water drainage and cement concrete road | |||||
| 1.01 | Earth cutting and sectioning and levellingincluding initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B) | 15 | m3 | 89.86 ₹1,347.93 | 87.79 ₹1,316.87 Lowest |
| 1.02 | Earth work excavation and depositing on bank with initial lead of 10metres and lift of 2metres in all kinds of soil except mediumrock, dense medium rock and hard rock requiring blasting including refilling the sides of foundation with excavated earth in layers of 15cm thick, watering and consolidation and depositing the surplus earth with in the compound in places as shown by the departmental officers with initial lead and lift. cleaning,levelling the site etc,. complete complying with standard specifications.(TNBP No.20B) | 59 | m3 | 112.37 ₹6,630.03 | 109.78 ₹6,477.28 Lowest |
| 1.03 | Laying Plain cement concrete 1:4:8 (One cement,four sand and eight aggregates) using 40mm ISS Hard broken granite stone jelly for foundation and basement including watering if found necessary and laid inlayers of 15cm thick, and consolidated including curing, cost and conveyance of all materials to work site all labour and incidental charges etc,. complete complying with standard specifications.(TNBP No.28) | 24 | m3 | 5,525.8 ₹1,32,619.18 | 5,398.49 ₹1,29,563.73 Lowest |
| 1.04 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 154 | m2 | 643.67 ₹99,125.33 | 628.84 ₹96,841.56 Lowest |
| 1.05 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means | 34 | m3 | 5,906.15 ₹2,00,808.99 | 5,770.07 ₹1,96,182.51 Lowest |
Tender Value
Refer Docs
EMD Value
₹5,150
Closing Date
15 Jun 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Providing Storm water drainage and cement concrete road in Bhararthi nagar south street and Thattanvilai Cross street in awrd no.34
2026_MAWS_678593_1
548/2025-26/AEE
Open Tender
Civil Works
Lump-sum
90 days
Nagercoil Corporation Providing Storm water draina
Registered Contractor
3 documents required · 3 mandatory
₹0
₹5,150
15 Jul 2026
29 May 2026
15 Jun 2026
29 May 2026
15 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing Storm water drainage and cement concrete road | |||||
| 1.01 | Earth cutting and sectioning and levellingincluding initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B) | 15 | m3 | - | - |
| 1.02 | Earth work excavation and depositing on bank with initial lead of 10metres and lift of 2metres in all kinds of soil except mediumrock, dense medium rock and hard rock requiring blasting including refilling the sides of foundation with excavated earth in layers of 15cm thick, watering and consolidation and depositing the surplus earth with in the compound in places as shown by the departmental officers with initial lead and lift. cleaning,levelling the site etc,. complete complying with standard specifications.(TNBP No.20B) | 59 | m3 | - | - |
| 1.03 | Laying Plain cement concrete 1:4:8 (One cement,four sand and eight aggregates) using 40mm ISS Hard broken granite stone jelly for foundation and basement including watering if found necessary and laid inlayers of 15cm thick, and consolidated including curing, cost and conveyance of all materials to work site all labour and incidental charges etc,. complete complying with standard specifications.(TNBP No.28) | 24 | m3 | - | - |
| 1.04 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 154 | m2 | - | - |
| 1.05 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means | 34 | m3 | - | - |
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