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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹1.5 LRejected-AOC | ₹1.5 L | L2 | Rejected-AOC 2nd Lowest Bidder |
| 3 | L3₹1.5 LRejected-AOC | ₹1.5 L | L3 | Rejected-AOC 3rd Lowest Bidder |
| 4 | L4₹1.6 LRejected-AOC | ₹1.6 L | L4 | Rejected-AOC 4th Lowest Bidder |
| Sl No | Description | Qty | Unit | S K BOOPALAN L4 | RDS AND CO L1 | S ARUMUGAM L2 | PRAKASH-CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|
| 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 m3 | 32 | 1M3 ( One Cubic Metre ) | 205 ₹6,560 | 200 ₹6,400 | 200 ₹6,400 | 205 ₹6,560 |
| 2.00 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 4 | 1M3 ( One Cubic Metre ) | 1,873 ₹7,492 | 1,500 ₹6,000 | 1,870 ₹7,480 | 1,873 ₹7,492 |
| 3.00 | Plain Cement Concrete 1:4:8 mix Using 40mm ISS HBG metal including all cost conveyance of materials and labour charges etc. complete as per standard specification | 4 | 1M3 ( One Cubic Metre ) | 6,500 ₹26,000 | 5,000 ₹20,000 | 5,600 ₹22,400 | 5,610 ₹22,440 |
| 4.00 | 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 | 72 | 1sqm ( One Square Metre ) | 460 ₹33,120 | 460 ₹33,120 | 460 ₹33,120 | 460 ₹33,120 |
| 5.00 | 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 | 10 | 1M3 ( One Cubic Metre ) | 6,989 ₹69,890 | 6,980 ₹69,800 | 6,980 ₹69,800 | 6,989 ₹69,890 |
| 6.00 | 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) | 18 | 1sqm ( One Square Metre ) | 555.5 ₹9,999 | 555.5 ₹9,999 | 555.5 ₹9,999 | 555.5 ₹9,999 |
| 7.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 19.5 | 1M3 ( One Cubic Metre ) | 103 ₹2,008.50 | 103 ₹2,008.50 | 103 ₹2,008.50 | 103 ₹2,008.50 |
Tender Value
₹1.9 L
EMD Value
₹1,850
Closing Date
16 Jul 2025, 3:00 pmClosed
Commissioner Ponneri Municipality
MUNICIPAL OFFICE PONNERI
Construction of Storm Water Drain at Dharamalingam Main Road Extn 183001R012 in Ward No 1 at Ponneri Municipality
2025_MAWS_578660_2
572/2025/E1
Open Tender
Civil Works
90 days
MUNICIPAL OFFICE PONNERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,850
21 Feb 2026
7 Jul 2025
16 Jul 2025
7 Jul 2025
16 Jul 2025
7 Jul 2025
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