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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹70.0 LAccepted-AOC | ₹70.0 L Quoted ₹23.9 L | 1 | Accepted-AOC Accpet |
| 2 | 1₹23.9 LRejected-Finance | ₹23.9 L | 1 | Rejected-Finance Rectir |
| Sl No | Description | Qty | Unit | M. Kalaimani L2 | S. Moorthy L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification. | 148 | M3 | 90 ₹13,320 | 88.05 ₹13,031.4 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 148 | M3 | 5,665 ₹8,38,420 | 5,662.15 ₹8,37,998.2 Lowest |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 148 | M2 | 2,250 ₹3,33,000 | 2,247.33 ₹3,32,604.84 Lowest |
| 4.00 | Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification | 74 | M2 | 490 ₹36,260 | 489 ₹36,186 Lowest |
| 5.00 | Plain Cement Concrete 1:1.5:3 mix (One Cement, One & half Fine Aggregate and Three Coarse Aggregate) Using 20mm ISS HBG Metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 149 | M3 | 7,740 ₹11,53,260 | 7,738 ₹11,52,962 Lowest |
| 6.00 | Supplying and Fixing of Bitumen Pad all other incidental charges etc., complete,. | 30 | m3 | 480 ₹14,400 | 479 ₹14,370 Lowest |
Tender Value
Refer Docs
EMD Value
₹29,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Executive Officer
Town panchayat Thamaraikulam Office
Providing Cement concrete Road at ward no 6 New colony 3rd , 4th, 5th Cross street and ward no.13 Pattuvari Ivth Cross Street in Thamaraikulam Town Panchayat.
2026_DTP_647937_1
18/2026
Open Tender
Civil Works
Works
180 days
Thamaraikulam Town panchayat
Please refer to tender document
3 documents required · 3 mandatory
₹0
₹29,000
Yes
Thamaraikulam Town panchayat
14 Mar 2026
28 Jan 2026
11 Feb 2026
28 Jan 2026
11 Feb 2026
28 Jan 2026
28 Jan 2026 - 11 Feb 2026
5 Feb 2026
Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification.
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification
Plain Cement Concrete 1:1.5:3 mix (One Cement, One & half Fine Aggregate and Three Coarse Aggregate) Using 20mm ISS HBG Metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying and Fixing of Bitumen Pad all other incidental charges etc., complete,.
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