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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.0 L+₹33,754.61 (4.41%)Rejected-Finance | ₹8.0 L+₹33,754.61 (4.41%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.6 L+₹96,802.52 (12.6%)Rejected-Finance 2 63 ELAGIRI NALLAMPALLI TALUK DHARMAPURI | DHARMAPURI | TAMIL NADU | 635106 | ₹8.6 L+₹96,802.52 (12.6%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Manikandan L2 | NADARAJAN L3 | T. ASHOK KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of Retaining wall | ||||||
| 1.01 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 59 | m3 | 104.51 ₹6,166.15 | 112.75 ₹6,652.25 | 100.1 ₹5,905.9 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 | 5,147.12 ₹51,471.19 | 5,552.89 ₹55,528.86 | 4,929.88 ₹49,298.79 Lowest |
| 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 | 162 | m2 | 599.56 ₹97,128.82 | 646.83 ₹1,04,785.85 | 574.26 ₹93,029.39 Lowest |
| 1.04 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 101 | m3 | 6,386.05 ₹6,44,991.01 | 6,889.49 ₹6,95,838.11 | 6,116.52 ₹6,17,768.47 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,300
Closing Date
16 Apr 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Construction of Retaining wall at Christhopher Colony Extention in ward no.3
2026_MAWS_674824_1
510/2025-26/AEE
Open Tender
Civil Works
Lump-sum
90 days
Nagercoil Corporation Construction of Retaining wa
Registered Contractor
3 documents required · 3 mandatory
₹0
₹10,300
15 Jul 2026
14 Mar 2026
16 Apr 2026
14 Mar 2026
16 Apr 2026
14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Retaining wall | |||||
| 1.01 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 59 | 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 | 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 | 162 | m2 | - | - |
| 1.04 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 101 | m3 | - | - |
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