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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.1 LAdmitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹32.1 L | L1 | Admitted-Finance |
| 2 | L2₹33.9 L+₹1.8 L (5.55%)Admitted-Finance 2 1 MIN NAGAR KOTTUR ROAD SULEESWARANPATTI POLLACHI 624006 | 624006 | ₹33.9 L+₹1.8 L (5.55%) | L2 | Admitted-Finance |
| 3 | L3₹35.4 L+₹3.3 L (10.4%)Admitted-Finance 4 107 EDAYARPALAYAM KUNIYAMUTHUR COIMBATORE 641 008 | COIMBATORE | TAMIL NADU | 641008 | ₹35.4 L+₹3.3 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹35.4 L+₹3.3 L (10.4%)Admitted-Finance | ₹35.4 L+₹3.3 L (10.4%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L1 | JAYALAKSHMI BUKDERS L3 | MJ Infrastructures L4 | M/S THANGARAJ & CO L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC as per directed by the departmental officers | 3 | Cu.m | 3,905.1 ₹11,715.3 Lowest | 4,310.64 ₹12,931.92 | 4,310.64 ₹12,931.92 | 4,100 ₹12,300 |
| 2.00 | Dismantling the damaged Plain cement concrete as per directed by the departmental officers | 180 | Cu.m | 440.63 ₹79,313.4 Lowest | 486.41 ₹87,553.8 | 486.41 ₹87,554.25 | 465 ₹83,700 |
| 3.00 | Desilting the exiting storm water drain as per directed by the departmental officers | 108 | Cu.m | 79.28 ₹8,562.24 Lowest | 87.52 ₹9,452.16 | 99.02 ₹10,694.7 | 83 ₹8,964 |
| 4.00 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift - 10 m3 | 672 | Cu.m | 169.4 ₹1,13,836.8 Lowest | 187 ₹1,25,664 | 187 ₹1,25,664 | 180 ₹1,20,960 |
| 5.00 | Refilling with excavated soil (other thansand) complying with standard specification for filling in foundation and basement.(W-0075) | 75 | Cu.m | 38.89 ₹2,916.75 Lowest | 42.93 ₹3,219.75 | 42.92 ₹3,219.38 | 41 ₹3,075 |
| 6.00 | Conveyance of excavated earth and clearing away from site to a lead of 2KM from site etc., complete | 871.24 | Cu.m | 80.08 ₹69,768.9 Lowest | 88.4 ₹77,017.62 | 88.4 ₹77,017.62 | 90 ₹78,411.6 |
| 7.00 | Plain Cement Concrete1:4:8 (one part of cement, four part of Crushed Stone Sand (M-Sand) and Eight part of 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 | 101 | Cu.m | 4,591.06 ₹4,63,697.06 Lowest | 5,068.06 ₹5,11,874.06 | 5,068.06 ₹5,11,873.76 | 4,900 ₹4,94,900 |
| 8.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C)complying with standard specification and directed- 10 m 2 (P & D) Data 38 | 1,196 | Sq.m | 411.26 ₹4,91,866.96 Lowest | 453.99 ₹5,42,972.04 | 453.99 ₹5,42,966.06 | 430 ₹5,14,280 |
| 9.00 | Plain Cement Concrete1:3:6 (one cement,three crushed Stone Sand(M Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost andconveyance of all materials to site and including for the mixing, laying and labour charges etc., completeas per standard specification | 209 | Cu.m | 5,175.6 ₹10,81,700.4 Lowest | 5,713.33 ₹11,94,085.97 | 5,713.33 ₹11,94,085.13 | 5,400 ₹11,28,600 |
| 10.00 | Plastering with cement mortar 1:5(One part of Cement and Five part of Plastering Sand (P-Sand))12mm in all floors including cost and conveyance of all materilas to site and labour chargesetc,completeas per standard specifications | 134 | Sq.m | 238.37 ₹31,941.58 Lowest | 263.13 ₹35,259.42 | 263.13 ₹35,260.02 | 280 ₹37,520 |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Reconstruction of storm water drain and Culvert at Savithiri nagar and Ward areas in ward no 80,central zone.
2026_MAWS_694693_16
E56/2026-Two Cover-CZ
Open Tender
Civil Works - Others
Works
150 days
Coimbatore city municipal corporation, Townhall
As per tender conditions
5 documents required · 5 mandatory
₹0
₹50,000
18 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC as per directed by the departmental officers | 3 | Cu.m | - | - |
| 2 | Dismantling the damaged Plain cement concrete as per directed by the departmental officers | 180 | Cu.m | - | - |
| 3 | Desilting the exiting storm water drain as per directed by the departmental officers | 108 | Cu.m | - | - |
| 4 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift - 10 m3 | 672 | Cu.m | - | - |
| 5 | Refilling with excavated soil (other thansand) complying with standard specification for filling in foundation and basement.(W-0075) | 75 | Cu.m | - | - |
| 6 | Conveyance of excavated earth and clearing away from site to a lead of 2KM from site etc., complete | 871.24 | Cu.m | - | - |
| 7 | Plain Cement Concrete1:4:8 (one part of cement, four part of Crushed Stone Sand (M-Sand) and Eight part of 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 | 101 | Cu.m | - | - |
| 8 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C)complying with standard specification and directed- 10 m 2 (P & D) Data 38 | 1,196 | Sq.m | - | - |
| 9 | Plain Cement Concrete1:3:6 (one cement,three crushed Stone Sand(M Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost andconveyance of all materials to site and including for the mixing, laying and labour charges etc., completeas per standard specification | 209 | Cu.m | - | - |
| 10 | Plastering with cement mortar 1:5(One part of Cement and Five part of Plastering Sand (P-Sand))12mm in all floors including cost and conveyance of all materilas to site and labour chargesetc,completeas per standard specifications | 134 | Sq.m | - | - |
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