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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.2 L+₹16,332 (1.17%)Admitted-Fee/PreQual/Technical/Finance | ₹14.2 L+₹16,332 (1.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.0 L+₹98,491 (7.03%)Admitted-Fee/PreQual/Technical/Finance 93 SOUTH ZONE COIMBATORE CORPORATION | TIRUPPUR | TAMIL NADU | 638459 | ₹15.0 L+₹98,491 (7.03%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | R KANNAN L3 | S M BUILDERS L2 | JK CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing cast in situ cement concrete 1: 2 : 4 (one cement, two M.Sand and four coarse aggregate) using 20mm size HBBG metal for 30cm dia pile including cost of materials labour, hire charges for machinery for earth work for forming 30cm dia bore hole to the required depth before concreting excluding cost of steel reinforcement (Data for 4.50 RM) | 23 | Rmt | 2,500 ₹57,500 | 2,420 ₹55,660 Lowest | 2,500 ₹57,500 |
| 2.00 | 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 | 9 | Cum | 110 ₹990 | 100 ₹900 Lowest | 100 ₹900 Lowest |
| 3.00 | 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. | 6 | Cum | 510 ₹3,060 | 500 ₹3,000 Lowest | 500 ₹3,000 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (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 | 8 | Cum | 5,500 ₹44,000 | 4,900 ₹39,200 Lowest | 5,000 ₹40,000 |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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 | 6 | Cum | 6,800 ₹40,800 | 6,250 ₹37,500 Lowest | 7,000 ₹42,000 |
| 6.00Centering 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 | ||||||
| 6.01 | Column | 40 | Sqm | 1,200 ₹48,000 | 1,100 ₹44,000 Lowest | 1,200 ₹48,000 |
| 6.02 | Plinth Beam | 49 | Sqm | 330 ₹16,170 | 350 ₹17,150 | 300 ₹14,700 Lowest |
| 7.00 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 8 | Cum | 8,800 ₹70,400 | 8,700 ₹69,600 Lowest | 9,000 ₹72,000 |
| 8.00 | 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 | 8 | Qtl | 8,800 ₹70,400 Lowest | 9,100 ₹72,800 | 9,000 ₹72,000 |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Additional Improvement works for Yoga Center at Mudaliyar Street in Ward No 96, South Zone
2026_MAWS_694673_2
e53/2026-south single
Open Tender
Civil Works
Works
90 days
The Commissioner, Coimbatore Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹20,000
2 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing cast in situ cement concrete 1: 2 : 4 (one cement, two M.Sand and four coarse aggregate) using 20mm size HBBG metal for 30cm dia pile including cost of materials labour, hire charges for machinery for earth work for forming 30cm dia bore hole to the required depth before concreting excluding cost of steel reinforcement (Data for 4.50 RM) | 23 | Rmt | - | - |
| 2 | 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 | 9 | Cum | - | - |
| 3 | 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. | 6 | Cum | - | - |
| 4 | Plain Cement Concrete 1:4:8 (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 | 8 | Cum | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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 | 6 | Cum | - | - |
| 6Centering 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 | |||||
| 6.01 | Column | 40 | Sqm | - | - |
| 6.02 | Plinth Beam | 49 | Sqm | - | - |
| 7 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 8 | Cum | - | - |
| 8 | 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 | 8 | Qtl | - | - |
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