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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.7 LAccepted-Finance | ₹9.7 L | 1 | Accepted-Finance L1 bid |
| 2 | 2₹12.3 L+₹2.6 L (27.3%)Rejected-Finance | ₹12.3 L+₹2.6 L (27.3%) | 2 | Rejected-Finance L2 bid |
| 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 | 119.24 | m3 | 12,225.68 ₹12,225.68 Lowest | 17,886 ₹17,886 |
| 2.00 | 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 | 20 | m3 | 81,083.8 ₹81,083.8 Lowest | 1,02,000 ₹1,02,000 |
| 3.00 | 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. | 201 | m2 | 53,560.47 ₹53,560.47 Lowest | 70,350 ₹70,350 |
| 4.00 | 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 | 122 | m3 | 6,91,618 ₹6,91,618 Lowest | 8,78,400 ₹8,78,400 |
| 5.00 | Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97 | 1,200 | m2 | 89,280 ₹89,280 Lowest | 1,12,800 ₹1,12,800 |
| 6.00 | Reinforcement Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) of thick 0.10m using 20mm ISSHBG metal including cost of molding charges mixing laying and curing cost and coveyance of all materials to site and all labour charges etc., complete as per standar specification but excluding cost of rainforcement | 6 | m3 | 41,934 ₹41,934 Lowest | 52,800 ₹52,800 |
Tender Value
Refer Docs
EMD Value
₹14,500
Closing Date
30 Jun 2026, 3:00 pmClosed
Executive Officer
Puthukkadai Town Panchayat office
Providing Stormwater Drain Culvert and Side wall at Vadakatthanvilai road
2026_DTP_680135_1
291/2025/A1 (GF 8)
Open Tender
Civil Works
Works
90 days
Puthukkadai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹14,500
Puthukkadai Town Panchayat
17 Jul 2026
9 Jun 2026
30 Jun 2026
9 Jun 2026
30 Jun 2026
9 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 | 119.24 | m3 | - | - |
| 2 | 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 | 20 | m3 | - | - |
| 3 | 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. | 201 | m2 | - | - |
| 4 | 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 | 122 | m3 | - | - |
| 5 | Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97 | 1,200 | m2 | - | - |
| 6 | Reinforcement Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) of thick 0.10m using 20mm ISSHBG metal including cost of molding charges mixing laying and curing cost and coveyance of all materials to site and all labour charges etc., complete as per standar specification but excluding cost of rainforcement | 6 | m3 | - | - |
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