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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | L1 | Admitted-Finance | |
| 2 | Rejected-Technical | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00Earth 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 | ||||
| 1.01 | First Depth | 225 | Cum | 165.24 ₹37,179.45 Lowest |
| 1.02 | Second Depth | 57 | Cum | 175.01 ₹9,975.36 Lowest |
| 1.03 | Plinth Beam | 25 | Cum | 82.62 ₹2,065.53 Lowest |
| 2.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 185 | Cum | 392.83 ₹72,672.68 Lowest |
| 3.00 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten 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 | 58 | Cum | 4,355.73 ₹2,52,632.58 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)Data 38 | ||||
| 4.01 | Footings Centering | 80 | Sqm | 802.32 ₹64,185.4 Lowest |
| 4.02 | Plinth Beam Centering | 85 | Sqm | 267.44 ₹22,732.12 Lowest |
| 4.03 | Column Centering | 155 | Sqm | 1,064.46 ₹1,64,991.13 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
18 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of Steel Structure Roof for Practice Swimming Pool at VOC Birds Park,ward 83 Central Zone.
2026_MAWS_700372_2
e62/2026-cz two cover
Open Tender
Civil Works
Works
240 days
Coimbatore corporation
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹0
₹1.8 L
25 Sept 2026
2 Sept 2026
18 Sept 2026
2 Sept 2026
18 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 1.01 | First Depth | 225 | Cum | - | - |
| 1.02 | Second Depth | 57 | Cum | - | - |
| 1.03 | Plinth Beam | 25 | Cum | - | - |
| 2 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 185 | Cum | - | - |
| 3 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten 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 | 58 | Cum | - | - |
| 4Centering 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 | |||||
| 4.01 | Footings Centering | 80 | Sqm | - | - |
| 4.02 | Plinth Beam Centering | 85 | Sqm | - | - |
| 4.03 | Column Centering | 155 | Sqm | - | - |
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