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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76,187.38Accepted-AOC | ₹76,187.38 | L1 | Accepted-AOC L1 |
| 2 | L2₹80,285.64Rejected-Finance | ₹80,285.64 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | R. KUMAR L2 | N RAJENDRAN L1 |
|---|---|---|---|---|---|
| 1.00Providing drainage | |||||
| 1.01 | 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) (a)Kerb wall | 12 | m3 | 115.5 ₹1,386 | 109.6 ₹1,315.20 |
| 1.02 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 2 | m3 | 5,541.43 ₹11,082.86 | 5,258.55 ₹10,517.10 |
| 1.03 | 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 | 40 | m2 | 662.6 ₹26,504 | 628.78 ₹25,151.20 |
| 1.04 | 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 | 6 | m3 | 6,484.85 ₹38,909.10 | 6,153.82 ₹36,922.92 |
| 1.05 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. | 8 | m2 | 300.46 ₹2,403.68 | 285.12 ₹2,280.96 |
Tender Value
Refer Docs
Closing Date
22 Jan 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Providing drainage arrangements at Mukilanvillai Rear side of meenakshi mahal in ward no.50
2026_MAWS_642340_1
491/2025-26/AEE
Open Tender
Civil Works
90 days
Nagercoil Corporation Providing drainage arrangeme
Registered Contractor
3 documents required · 3 mandatory
₹0
15 Jun 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
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) (a)Kerb wall
Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means
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
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
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
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