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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19 LAccepted-AOC | ₹19 L Quoted ₹18.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.9 LRejected-Finance 65 PATTUNOOLKARATH THERU PATTUKKOTTAI TAMIL NADU | MAYILADUTHURAI | TAMIL NADU | 609204 | ₹19.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | S GANESAN L2 | VE INFRA L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 270 | Cum | 162 ₹43,740 | 162 ₹43,740 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm 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 | 24 | Cum | 6,322 ₹1.5 L | 6,322 ₹1.5 L |
| 3.00 | 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 | 189 | Sqm | 525 ₹99,225 | 525 ₹99,225 |
| 4.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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 | 153 | Cum | 9,000 ₹13.8 L | 8,315 ₹12.7 L |
Tender Value
Refer Docs
EMD Value
₹19,000
Closing Date
6 Jan 2026, 3:00 pmClosed
Commissioner Pattukkottai Municipality
Commissioner Pattukkottai Municipality
Construction of Retain Wall for Nariyampalayam New Bus Stand Reach - 3 in Pattukkottai Municipality
2025_MAWS_635793_1
Pattukkottai Municipality - 1929/2024/E1
Open Tender
Civil Works
Pattukkottai municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,000
5 Feb 2026
24 Dec 2025
6 Jan 2026
24 Dec 2025
6 Jan 2026
24 Dec 2025
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
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm 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
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
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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
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