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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 CrAccepted-AOC | ₹25.8 Cr Quoted ₹26.7 Cr | L1 | Accepted-AOC Lowest Tenderer |
| 2 | L2₹27.6 CrRejected-Finance NO 30 PERIYAR NAGAR ERODE 638001 | ERODE | TAMIL NADU | 638001 | ₹27.6 Cr | L2 | Rejected-Finance Among the three bidders, this bidder has quoted the Highest Value. |
| 3 | L3₹28.1 CrRejected-Finance DOOR NO 2 9 AN TOWERS DR SATHYAMOORTHY HOSPITAL OPP ROAD 2 5 PERUNDURAI ROAD ERODE TAMILNADU 638011 | ERODE | ERODE | TAMILNADU | 638011 | ₹28.1 Cr | L3 | Rejected-Finance Among the three bidders, this bidder has quoted the Highest Value. |
| Sl No | Description | Qty | Unit | SEA ROCK INFRASTRUCTURE L2 | ANNAI INFRA DEVELOPERS LIMITED L3 | P.P.S. CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of Reinforced cement concrete et by using machineries complete complying with standard specifications and as directed by the departmental officers | 32 | Cubic meter | 4,935 ₹1,57,920 | 5,025 ₹1,60,800 | 4,775 ₹1,52,800 Lowest |
| 2.00 | Earth Work Narrow excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out of surface water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers. (Narrow excavation) | 24,734 | Cubic meter | 252 ₹62,32,968 | 255 ₹63,07,170 | 245 ₹60,59,830 Lowest |
| 3.00Supplying and erecting centring for vertical plain / RCC concrete walls of supply channel, retaining wall etc of follwing height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5.0 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 complying with standard specifications and as directed by the departmental officers (Vertical centering) | ||||||
| 3.01 | Vertical Centering upto 0.90 m Height | 3,184 | Square meter | 645 ₹20,53,680 | 655 ₹20,85,520 | 625 ₹19,90,000 Lowest |
| 3.02 | Vertical Centering upto 2.70 / 3.00 m Height | 13,177 | Square meter | 840 ₹1,10,68,680 | 855 ₹1,12,66,335 | 810 ₹1,06,73,370 Lowest |
| 3.03 | Vertical Centering 3.00 m to 4.00 m Height | 98 | Square meter | 885 ₹86,730 | 900 ₹88,200 | 855 ₹83,790 Lowest |
| 3.04 | Vertical Centering 4.00 m to 5.00 m Height | 39 | Square meter | 935 ₹36,465 | 950 ₹37,050 | 900 ₹35,100 Lowest |
| 3.05 | Vertical Centering 5.00 m to 6.00 m Height | 20 | Square meter | 980 ₹19,600 | 995 ₹19,900 | 945 ₹18,900 Lowest |
| 3.06 | Vertical Centering 6.00 m to 7.00 m Height | 20 | Square meter | 1,030 ₹20,600 | 1,045 ₹20,900 | 995 ₹19,900 Lowest |
| 3.07 | Vertical Centering 7.00 m to 8.00 m Height | 2 | Square meter | 1,075 ₹2,150 | 1,095 ₹2,190 | 1,040 ₹2,080 Lowest |
Tender Value
₹25.9 Cr
EMD Value
₹13.2 L
Closing Date
3 Mar 2026, 12:00 pmClosed
Superintending Engineer, WRD.,
O/o Superintending Engineer, WRD., Palar Basin Circle, Chennai
Construction of Single Vent Cut and Cover Channel and Retaining Wall from Airport to Adayar River in Pallavaram Taluk of Chengalpattu District.
2026_WRD_665107_1
e-Tender Short Term Notice No.14 PBC / 2025-26 / Dt.16.02.2026
Open Tender
Civil Works
Lump-sum
547 days
Chennai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹13.2 L
25 Jun 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of Reinforced cement concrete et by using machineries complete complying with standard specifications and as directed by the departmental officers | 32 | Cubic meter | - | - |
| 2 | Earth Work Narrow excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out of surface water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers. (Narrow excavation) | 24,734 | Cubic meter | - | - |
| 3Supplying and erecting centring for vertical plain / RCC concrete walls of supply channel, retaining wall etc of follwing height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5.0 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 complying with standard specifications and as directed by the departmental officers (Vertical centering) | |||||
| 3.01 | Vertical Centering upto 0.90 m Height | 3,184 | Square meter | - | - |
| 3.02 | Vertical Centering upto 2.70 / 3.00 m Height | 13,177 | Square meter | - | - |
| 3.03 | Vertical Centering 3.00 m to 4.00 m Height | 98 | Square meter | - | - |
| 3.04 | Vertical Centering 4.00 m to 5.00 m Height | 39 | Square meter | - | - |
| 3.05 | Vertical Centering 5.00 m to 6.00 m Height | 20 | Square meter | - | - |
| 3.06 | Vertical Centering 6.00 m to 7.00 m Height | 20 | Square meter | - | - |
| 3.07 | Vertical Centering 7.00 m to 8.00 m Height | 2 | Square meter | - | - |
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