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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC | ₹1.1 Cr | 1 | Accepted-AOC Accept |
| 2 | 2₹1.2 CrRejected-Finance | ₹1.2 Cr | 2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Murugaian L1 | B. Nowsath L2 |
|---|---|---|---|---|---|
| 1.00 | Plain Cement Concrete 1:5:10 Mix (one part cement, five part M.Sand and ten part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 246 | 1m3(One cubic metre) | 5,647 ₹13.9 L | 5,700 ₹14.0 L |
| 2.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., 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. | 558 | 1m2 (One square metre) | 330 ₹1.8 L | 350 ₹2.0 L |
| 3.00 | Plain Cement Concrete 1:1.5:3 Mix (one part cement, one half part M.Sand and three part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 1,260 | 1m3(One cubic metre) | 7,689 ₹96.9 L | 8,000 ₹1.0 Cr |
| 4.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 222 | 1m2 (One square metre) | 479 ₹1.1 L | 485 ₹1.1 L |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer Vettavalam Town Panchayat
58, Villupuram road vettavalam
Providing CC Road at Anna Street, Poorikaran Street, Kardukaran street,Thearadi Street, Aranmanai Street, Thazhanuran Lane, Kattapomman street,Thambukaran Street, Bharathidasan Street, Thiru.Vi.KaStreet,Kumaran Street, Sathiyamoorthy, Chinnakadai st
2026_DTP_641445_1
25/2026
Open Tender
Civil Works
180 days
Vettavalam
I and II
3 documents required · 3 mandatory
₹0
₹2.8 L
Yes
Vettavalam TP Office
2 Feb 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
14 Jan 2026
Plain Cement Concrete 1:5:10 Mix (one part cement, five part M.Sand and ten part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., 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.
Plain Cement Concrete 1:1.5:3 Mix (one part cement, one half part M.Sand and three part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
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