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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-Finance | ₹4.5 L | 1 | Accepted-Finance L1 bid |
| 2 | 2₹5.1 L+₹53,040.08 (11.7%)Rejected-Finance | ₹5.1 L+₹53,040.08 (11.7%) | 2 | Rejected-Finance L2 bid |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | T.RAVINDRAN L1 | WORKS CONTRACT S FRANCIS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation with initial lead and lift in all classes of soils and sub soils and bailing out of water shere ever necessary and depodsiting on banks including all other labour charges etc complete as per standard specification SS20 A | 17 | m3 | 2,039.83 ₹2,039.83 Lowest | 2,380 ₹2,380 |
| 2.00 | Providing and laying spreading and compacting graded stone aggregates to wet Mix Macadam of required thick speciation including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev -5 | 11 | m3 | 23,476.53 ₹23,476.53 Lowest | 26,400 ₹26,400 |
| 3.00 | Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28 | 9 | m3 | 41,175.54 ₹41,175.54 Lowest | 45,900 ₹45,900 |
| 4.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 111 | m2 | 33,364.38 ₹33,364.38 Lowest | 38,850 ₹38,850 |
| 5.00 | Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 10 | m3 | 63,933.1 ₹63,933.1 Lowest | 71,000 ₹71,000 |
| 6.00 | Supply of interlocking paver block M40 grade bounding and laying of 83 mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained size of minimum compressing strength type confirming IS 15658-2006 of interlocking paver block in regaining size of minimum compressive strength of 40N/mm² in uniform shape and the rate including gravelling the based preparation of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge. | 322 | m2 | 2,89,500.54 ₹2,89,500.54 Lowest | 3,22,000 ₹3,22,000 |
Tender Value
Refer Docs
EMD Value
₹6,000
Closing Date
30 Jun 2026, 3:00 pmClosed
Executive Officer
Puthukkadai Town Panchayat
Providing paver block road at Thavittavilai Anganvaadi
2026_DTP_680140_1
291/2025/A1 (GF 10)
Open Tender
Civil Works
Works
90 days
Puthukkadai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,000
Puthukkadai Town Panchayat
17 Jul 2026
10 Jun 2026
30 Jun 2026
10 Jun 2026
30 Jun 2026
10 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation with initial lead and lift in all classes of soils and sub soils and bailing out of water shere ever necessary and depodsiting on banks including all other labour charges etc complete as per standard specification SS20 A | 17 | m3 | - | - |
| 2 | Providing and laying spreading and compacting graded stone aggregates to wet Mix Macadam of required thick speciation including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev -5 | 11 | m3 | - | - |
| 3 | Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28 | 9 | m3 | - | - |
| 4 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 111 | m2 | - | - |
| 5 | Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 10 | m3 | - | - |
| 6 | Supply of interlocking paver block M40 grade bounding and laying of 83 mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained size of minimum compressing strength type confirming IS 15658-2006 of interlocking paver block in regaining size of minimum compressive strength of 40N/mm² in uniform shape and the rate including gravelling the based preparation of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge. | 322 | m2 | - | - |
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