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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | ₹18.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹19.0 L+₹40,462.97 (2.17%)Rejected-Finance | ₹19.0 L+₹40,462.97 (2.17%) | L2 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | A.S.K.Sundara Moorthy H2 | SREE BALAJEE CONSTRUCTION H1 |
|---|---|---|---|---|---|
| 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 | 117.11 | Cum | 111 - | 120 ₹14,053.2 Lowest |
| 2.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 9.97 | Cum | 2,203 - | 2,300 ₹22,927.32 Lowest |
| 3.00 | 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 and all incidential charges such as water providing etc., complete as per standard specification | 9.97 | Cum | 5,577 - | 5,600 ₹55,823.04 Lowest |
| 4.00Centering 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) | |||||
| 5.00 | Foundation | 83.57 | Sqm | 1,172 - | 1,200 ₹1,00,284 Lowest |
| 6.00 | Plinth beam | 42.28 | Sqm | 686 - | 690 ₹29,175.96 Lowest |
| 7.00 | Column | 66.32 | Sqm | 1,228 - | 1,300 ₹86,216 Lowest |
| 8.00 | Culvert Wall | 12 | Sqm | 506 - | 510 ₹6,120 Lowest |
| 9.00 | Culvert deck | 9 | Sqm | 674 - | 680 ₹6,120 Lowest |
| 10.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 2,016 | Kg | 92.9 - | 95 ₹1,91,520 Lowest |
Tender Value
₹19 L
EMD Value
₹19,000
Closing Date
26 Feb 2026, 3:00 pmClosed
Comissioner Melur Municipality
Comissioner Melur Municipality
Construction of Compound wall, Paverblock arrangements and GI Shed Roof Melurinji kanmoi Head Works in Melur Municipality.
2026_MAWS_658036_3
2453/2024/E1
Open Tender
Civil Works
Works
90 days
comissioner Melur Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,000
2 Sept 2026
14 Feb 2026
26 Feb 2026
14 Feb 2026
26 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 117.11 | Cum | - | - |
| 2 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 9.97 | Cum | - | - |
| 3 | 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 and all incidential charges such as water providing etc., complete as per standard specification | 9.97 | Cum | - | - |
| 4 | 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) | - | - | - | - |
| 5 | Foundation | 83.57 | Sqm | - | - |
| 6 | Plinth beam | 42.28 | Sqm | - | - |
| 7 | Column | 66.32 | Sqm | - | - |
| 8 | Culvert Wall | 12 | Sqm | - | - |
| 9 | Culvert deck | 9 | Sqm | - | - |
| 10 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 2,016 | Kg | - | - |
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