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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance COIMBATORE CORPORATION | COIMBATORE | COIMBATORE | TAMIL NADU | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.7 L+₹33,324.57 (5.27%)Admitted-Fee/PreQual/Technical/Finance | ₹6.7 L+₹33,324.57 (5.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.7 L+₹34,805.95 (5.50%)Admitted-Fee/PreQual/Technical/Finance | ₹6.7 L+₹34,805.95 (5.50%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.1 L+₹74,899.61 (11.8%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹74,899.61 (11.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.1 L+₹75,757.25 (12.0%)Admitted-Fee/PreQual/Technical/Finance 16 A CHERAN PALACE GOPALAPURAM 1ST STREET COIMBATORE 641 018 | COIMBATORE | TAMIL NADU | 641018 | ₹7.1 L+₹75,757.25 (12.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M RAMARAJ L1 | PERUMAL L2 | SRI KUNGUMAM BUILDERS & DEVELOPERS L3 | svasit Engineers L4 | CITY DEVELOPERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling old damaged RCC slabs as per the direction of the departmental officers | 2 | Cu.m | 3,854.22 ₹7,690.08 | 1,000 ₹1,995.24 Lowest | 4,066 ₹8,112.64 | 1,000 ₹1,995.24 Lowest | 4,315.71 ₹8,610.87 |
| 2.00 | Desilting the exisiting SWD as per the direction of the departmental officers | 180 | Cu.m | 97.39 ₹17,530.2 | 80 ₹14,400 | 103 ₹18,540 | 10 ₹1,800 Lowest | 109.06 ₹19,630.02 |
| 3.00 | 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 | 154 | Cu.m | 79.04 ₹12,171.78 | 80 ₹12,319.62 | 83 ₹12,781.6 | 70 ₹10,779.67 Lowest | 88.5 ₹13,629.19 |
| 4.00 | Centering for soffits of RCCslabs 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 25 mm X 25 mm X 3 mm laid over silver Oak (C.W) joists of size 10 cm X 6.5 cm (spaced at about 90 cmc/c) and supported dycasur in a props of 10 cm to 13 cm dia (spaced of 75 cm C/C)complying with standard specification and directed- 10 m 2 (P & D)Data 38 | 2 | Sq.m | 405.92 ₹811.84 | 400 ₹800 | 428 ₹856 | 307.5 ₹615 Lowest | 454.52 ₹909.04 |
| 5.00 | Plain Cement Concrete 1:3:6 (one cement,three crushed Stone Sand (M Sand) and six coarse aggregates) using 20 mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., completeas per standard specification | 2 | Cu.m | 5,108.39 ₹10,216.78 | 1,000 ₹2,000 Lowest | 5,389 ₹10,778 | 6,000 ₹12,000 | 5,720.05 ₹11,440.1 |
| 6.00 | Centering for soffits of RCCslabs 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 25 mm X 25 mm X 3 mm laid over silver Oak (C.W) joists of size 10 cm X 6.5 cm (spaced at about 90 cmc/c) and supported dycasur in a props of 10 cm to 13 cm dia (spaced of 75 cm C/C)complying with standard specification and directed- 10 m 2 (P & D)Data 38 | 112 | Sq.m | 897.56 ₹1,00,526.72 | 593.75 ₹66,500 Lowest | 947 ₹1,06,064 | 900 ₹1,00,800 | 1,005.03 ₹1,12,563.47 |
| 7.00 | 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. | 26 | Qtl | 7,252.03 ₹1,88,552.78 Lowest | 9,000 ₹2,34,000 | 7,651 ₹1,98,926 | 8,500 ₹2,21,000 | 8,120.37 ₹2,11,129.61 |
| 8.00 | Reinforced Cement concrete1:1.5:3(one cement,one and half M.sand & three course aggregate)using 20 mm gauge hand broken /and broken granitest one for all RCC items of works excluding centering shuttering and cost of reinforcement but including curingetc.,complete and also including fixing fa clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 26 | Cu.m | 7,405.85 ₹1,92,552.1 Lowest | 9,000 ₹2,34,000 | 7,813 ₹2,03,138 | 8,600 ₹2,23,600 | 8,292.6 ₹2,15,607.69 |
| 9.00 | Supply of SFRC manhole 600mm x 600mm cover as directed by departmental officer etc., complete. | 50 | nos | 2,052.76 ₹1,02,638 | 2,000 ₹1,00,000 Lowest | 2,166 ₹1,08,300 | 2,700 ₹1,35,000 | 2,298.55 ₹1,14,927.55 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
18 Aug 2026, 3:00 pmClosed
Assistant Commissioner, Central Zone,Coimbatore Co
The Assisstant Commissioner, Coimbatore City Municipal Corporation, Central Zone, Hosur road, Coimbatore 641 018.
Desilting the Exisiting SWD and Providing the covering slab at Anupparpalayam ward areas in ward no.83,Central zone of Coimbatore Corporation.
2026_MAWS_690297_27
e2/2026-CZ
Open Tender
Civil Works
Works
90 days
Central Zone, Coimbatore Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,000
19 Aug 2026
3 Aug 2026
19 Aug 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling old damaged RCC slabs as per the direction of the departmental officers | 2 | Cu.m | - | - |
| 2 | Desilting the exisiting SWD as per the direction of the departmental officers | 180 | Cu.m | - | - |
| 3 | 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 | 154 | Cu.m | - | - |
| 4 | Centering for soffits of RCCslabs 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 25 mm X 25 mm X 3 mm laid over silver Oak (C.W) joists of size 10 cm X 6.5 cm (spaced at about 90 cmc/c) and supported dycasur in a props of 10 cm to 13 cm dia (spaced of 75 cm C/C)complying with standard specification and directed- 10 m 2 (P & D)Data 38 | 2 | Sq.m | - | - |
| 5 | Plain Cement Concrete 1:3:6 (one cement,three crushed Stone Sand (M Sand) and six coarse aggregates) using 20 mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., completeas per standard specification | 2 | Cu.m | - | - |
| 6 | Centering for soffits of RCCslabs 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 25 mm X 25 mm X 3 mm laid over silver Oak (C.W) joists of size 10 cm X 6.5 cm (spaced at about 90 cmc/c) and supported dycasur in a props of 10 cm to 13 cm dia (spaced of 75 cm C/C)complying with standard specification and directed- 10 m 2 (P & D)Data 38 | 112 | Sq.m | - | - |
| 7 | 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. | 26 | Qtl | - | - |
| 8 | Reinforced Cement concrete1:1.5:3(one cement,one and half M.sand & three course aggregate)using 20 mm gauge hand broken /and broken granitest one for all RCC items of works excluding centering shuttering and cost of reinforcement but including curingetc.,complete and also including fixing fa clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 26 | Cu.m | - | - |
| 9 | Supply of SFRC manhole 600mm x 600mm cover as directed by departmental officer etc., complete. | 50 | nos | - | - |
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