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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.7 L+₹29,632.75 (1.81%)Admitted-Fee/PreQual/Technical/Finance NO 150 ASHOK STREET UDAYAMPALAYAM COIMBATORE 641045 | COIMBATORE | TAMIL NADU | 641045 | ₹16.7 L+₹29,632.75 (1.81%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹16.7 L+₹29,664.22 (1.81%)Admitted-Fee/PreQual/Technical/Finance | ₹16.7 L+₹29,664.22 (1.81%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹17.6 L+₹1.2 L (7.20%)Admitted-Fee/PreQual/Technical/Finance | ₹17.6 L+₹1.2 L (7.20%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Dhandapani L2 | SRI KUNGUMAM BUILDERS & DEVELOPERS L1 | LION BUILDERS L3 | SHIVANI TECHNOLOGIES L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantaling the existing public toilet using Hire charges for deploying earth moving
machinery (JCB/Poclain) for earthwork including diesel, oil and labour charges etc.,
complete. | 24 | hrs | 1,500 ₹36,000 Lowest | 2,125 ₹51,000 | 2,162.4 ₹51,897.6 | 2,276.88 ₹54,645.12 |
| 2.00 | Clearing Heavy Jungle at the site as per the instructions of deparmental officers etc., Completed. | 150 | m2 | 8 ₹1,200 | 8 ₹1,200 | 7.8 ₹1,170 Lowest | 8.22 ₹1,233 |
| 3.00 | Earthwork excavation for foundation in all types of soils and sub soils including soft disintegrated rock and soft rock to the full depth as may be directed except in hard rock requiring blasting, including necessary string, strutting shuttering, bailing or pumping out sub soils water, removal of slush wherever necessary and also including refilling th sides of foundatiion with excavated soil in layers of 15 c.m thick, well rammed and consolidated depositing the surplus earth within the compound in places shown by the departmental officers with all leads and lifts and clearing and leveling the site etc., complete complying with the standard specifications, drawings and as directed by departmental Engineers. | 56 | m3 | 175 ₹9,800 Lowest | 184 ₹10,304 | 187 ₹10,472 | 196.9 ₹11,026.4 |
| 4.00 | Sand filling for foundation with clear Well gravel sand including cost of sand watering, ramming and consolidation etc complete as directed by departmental officers. | 21 | m3 | 350 ₹7,350 Lowest | 437 ₹9,177 | 444.55 ₹9,335.55 | 468.09 ₹9,829.89 |
| 5.00 | Cement concrete in 1:4:8 (one cement, Four sand and Eight aggregates) mix using 40mm hard broken granite metal for foundation and flooring including dewatering where ever necessary and laid in layers of not exceeding 15 cm thick to required thick to required thickness , including cost and conveyance of materials to work site labour charges complete with standard specifications | 14 | m3 | 4,900 ₹68,600 Lowest | 4,980 ₹69,720 | 5,068.06 ₹70,952.84 | 5,336.37 ₹74,709.18 |
| 6.00 | Supplingand fabricatingandplacing inpositionMS (or)R.T.S. bar for reinforcement toallRCCworksasper thedesigngivenincludingcostof steel and binding wire also in all floors. | 21.05 | Qtl | 7,800 ₹1,64,190 Lowest | 7,965 ₹1,67,663.25 | 8,110.83 ₹1,70,732.97 | 8,540.22 ₹1,79,771.63 |
| 7.00 | Supply and erecting shuttering including necessary supports for plane surfaces such as RCC column, footing, plinth beam, stair case etc., in all floors using mild steel sheets of 90cm X 60cm and 10 gauge stiffened with welded mild steel angle for boarding supported by casurina props at suitable intervals etc., completed complying with standard specification and as directed. Sl.No.122 | 89 | m2 | 1,000 ₹89,000 | 890 ₹79,210 Lowest | 905.41 ₹80,581.49 | 953.35 ₹84,848.15 |
| 8.00 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, Bed Block, Staircase waist and landing slabs landing beams, canopy etc., in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 | 78 | m2 | 1,000 ₹78,000 | 986 ₹76,908 Lowest | 1,003.85 ₹78,300.3 | 1,057 ₹82,446 |
| 9.00 | ReinforcedCementconcrete1:1.5:3(onecement,one and half M.sand &three course aggre gate)using20mmgaugehandbroken/andbroken granitestoneforallRCC items ofworksexcludingcenteringshuttering and cost of reinforcement but including curingetc.,completeandalso including fixing fan clamps and fixtures in rcc works wherever
necessary as directed by departmental officer etc., complete. | 23 | m3 | 9,500 ₹2,18,500 | 8,139 ₹1,87,197 Lowest | 8,282.86 ₹1,90,505.78 | 8,721.36 ₹2,00,591.28 |
| 10.00 | Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm(83/4"x41/4"x23/4") includingcostofmaterialsand labour charges etc., as per standard specification - 1m3 | 52 | m3 | 5,950 ₹3,09,400 | 5,833 ₹3,03,316 Lowest | 5,936.78 ₹3,08,712.56 | 6,251.08 ₹3,25,056.16 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Dismantaling the Existing toilet and Construction of new public toilet in Pattakara Ayyasamy Kovil Street at ward no 81,central zone
2026_MAWS_694691_2
E56/2026-Single Cover-CZ
Open Tender
Civil Works - Buildings
Works
150 days
Coimbatore city municipal corporation, Townhall
As per tender conditions
5 documents required · 5 mandatory
₹0
₹25,000
3 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 | Dismantaling the existing public toilet using Hire charges for deploying earth moving
machinery (JCB/Poclain) for earthwork including diesel, oil and labour charges etc.,
complete. | 24 | hrs | - | - |
| 2 | Clearing Heavy Jungle at the site as per the instructions of deparmental officers etc., Completed. | 150 | m2 | - | - |
| 3 | Earthwork excavation for foundation in all types of soils and sub soils including soft disintegrated rock and soft rock to the full depth as may be directed except in hard rock requiring blasting, including necessary string, strutting shuttering, bailing or pumping out sub soils water, removal of slush wherever necessary and also including refilling th sides of foundatiion with excavated soil in layers of 15 c.m thick, well rammed and consolidated depositing the surplus earth within the compound in places shown by the departmental officers with all leads and lifts and clearing and leveling the site etc., complete complying with the standard specifications, drawings and as directed by departmental Engineers. | 56 | m3 | - | - |
| 4 | Sand filling for foundation with clear Well gravel sand including cost of sand watering, ramming and consolidation etc complete as directed by departmental officers. | 21 | m3 | - | - |
| 5 | Cement concrete in 1:4:8 (one cement, Four sand and Eight aggregates) mix using 40mm hard broken granite metal for foundation and flooring including dewatering where ever necessary and laid in layers of not exceeding 15 cm thick to required thick to required thickness , including cost and conveyance of materials to work site labour charges complete with standard specifications | 14 | m3 | - | - |
| 6 | Supplingand fabricatingandplacing inpositionMS (or)R.T.S. bar for reinforcement toallRCCworksasper thedesigngivenincludingcostof steel and binding wire also in all floors. | 21.05 | Qtl | - | - |
| 7 | Supply and erecting shuttering including necessary supports for plane surfaces such as RCC column, footing, plinth beam, stair case etc., in all floors using mild steel sheets of 90cm X 60cm and 10 gauge stiffened with welded mild steel angle for boarding supported by casurina props at suitable intervals etc., completed complying with standard specification and as directed. Sl.No.122 | 89 | m2 | - | - |
| 8 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, Bed Block, Staircase waist and landing slabs landing beams, canopy etc., in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 | 78 | m2 | - | - |
| 9 | ReinforcedCementconcrete1:1.5:3(onecement,one and half M.sand &three course aggre gate)using20mmgaugehandbroken/andbroken granitestoneforallRCC items ofworksexcludingcenteringshuttering and cost of reinforcement but including curingetc.,completeandalso including fixing fan clamps and fixtures in rcc works wherever
necessary as directed by departmental officer etc., complete. | 23 | m3 | - | - |
| 10 | Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm(83/4"x41/4"x23/4") includingcostofmaterialsand labour charges etc., as per standard specification - 1m3 | 52 | m3 | - | - |
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