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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 L+₹31,024.57 (9.59%)Rejected-Finance | ₹3.5 L+₹31,024.57 (9.59%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.6 L+₹39,929.71 (12.3%)Rejected-Finance | ₹3.6 L+₹39,929.71 (12.3%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Joseph Arul Raj L3 | JEBA JOSE L1 | V. DAVID MICHAEL L2 |
|---|---|---|---|---|---|---|
| 1.00Maintenance of storm water drain | ||||||
| 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) | 70 | m3 | 112.2 ₹7,854 | 120 ₹8,400 | 109.45 ₹7,661.5 Lowest |
| 1.02 | 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) | 10 | m3 | 5,525.8 ₹55,257.99 | 5,500 ₹55,000 | 5,390.36 ₹53,903.63 Lowest |
| 1.03 | Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A) | 132 | m2 | 643.67 ₹84,964.57 | 500 ₹66,000 Lowest | 627.89 ₹82,882.11 |
| 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 | 30 | m3 | 6,299.57 ₹1,88,987.13 | 6,100 ₹1,83,000 Lowest | 6,145.17 ₹1,84,355.09 |
| 1.05 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 44 | m2 | 596.96 ₹26,266.02 | 250 ₹11,000 Lowest | 582.32 ₹25,622.25 |
Tender Value
Refer Docs
EMD Value
₹4,300
Closing Date
18 Jun 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Maintenance of storm water drain at simon nager main road in ward no.32
2026_MAWS_679634_1
35/2026-27/AEE
Open Tender
Civil Works
Lump-sum
Nagercoil Corporation Maintenance of storm water d
Registered Contractor
3 documents required · 3 mandatory
₹0
₹4,300
21 Aug 2026
5 Jun 2026
18 Jun 2026
5 Jun 2026
18 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of storm water drain | |||||
| 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) | 70 | m3 | - | - |
| 1.02 | 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) | 10 | m3 | - | - |
| 1.03 | Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A) | 132 | m2 | - | - |
| 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 | 30 | m3 | - | - |
| 1.05 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 44 | m2 | - | - |
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