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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC work order |
| 2 | Rejected-Technical NO 126 SRI BRINDAVAN 1ST MAIN ROAD KODAMBAKKAM CHENNAI 600024 | CHENNAI | CHENNAI | TAMIL NADU | 600024 | - | - | Rejected-Technical reject |
| 3 | Rejected-Technical | - | - | Rejected-Technical reject |
| 4 | Rejected-Technical 2 138 MUTHALIYAR STREET VADAKKUPATTU AMODR TIRUVALLUR | TIRUVALLUR | TIRUVALLUR | TAMIL NADU | 601204 | - | - | Rejected-Technical reject |
| Sl No | Description | Qty | Unit | SHREE SAI ENTERPRISES L3 | GOODWIN CONSTRUCTION L1 | M/s.DRR INFRASTRUCTURES L4 | V ANANDHAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Plinth Beam | 34 | m3 | 370 ₹12,580 | 355.7 ₹12,093.80 | 400 ₹13,600 | 366 ₹12,444 |
| 2.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and l | 28 | m3 | 6,135 ₹1.7 L | 5,945.4 ₹1.7 L | 6,300 ₹1.8 L | 6,129 ₹1.7 L |
| 3.00 | Plain Cement Concrete 1:1½:3 Mix (one Part of cement, One and half Part of 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. | 76 | m2 | 8,600 ₹6.5 L | 8,332.9 ₹6.3 L | 8,600 ₹6.5 L | 8,590 ₹6.5 L |
| 4.00 | Providing Bitumen Pad 12mm thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete. | 17 | m2 | 240 ₹4,080 | 227 ₹3,859 | 250 ₹4,250 | 234 ₹3,978 |
Tender Value
₹10.1 L
EMD Value
₹10,100
Closing Date
23 Jan 2026, 3:00 pmClosed
executive officer naravarikuppam town panchayat
executive officer naravarikuppam town panchayat
providing cc surface road at ward 18 mowlana abdul kalam aasath street and ragavallu nayakkar street
2026_DTP_643488_3
411/2025/A1
Open Tender
Civil Works
180 days
providing cc surface road at ward 18 mowlana abdul
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,100
12 Mar 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Plinth Beam
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and l
Plain Cement Concrete 1:1½:3 Mix (one Part of cement, One and half Part of 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 Bitumen Pad 12mm thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete.
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