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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹16 L+₹25,318.61 (1.60%)Accepted-AOC NOCHIPALAYAM AUTHUR PO KARUR 2 | L2 | Accepted-AOC EMD | |
| 2 | L1₹15.8 LRejected-AOC | L1 | Rejected-AOC EMD |
| Sl No | Description | Qty | Unit | GOBALAKRISHNAN P L1 | K.SELVARAJ L2 |
|---|---|---|---|---|---|
| 1.00Name of the Work : 1.Construction of 30000 litre OHT at Poorandampalayam near Pattathaiyan Kovil H/O Pachapalayam Panchayat | |||||
| 2.00 | Earth work excavation for foundation in all soils and sub-soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, hard gravelly soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts, etc., including levelling the site complete complying with standard specifications and as directed .First depth of 2m | 55.13 | cum | 263 ₹14,500.24 Lowest | 300 ₹16,540.2 |
| 3.00 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification. | 2.3 | cum | 1,915 ₹4,412.16 Lowest | 2,000 ₹4,608 |
| 4.00 | Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers | 2.3 | cum | 5,601 ₹12,904.7 Lowest | 5,601 ₹12,904.7 Lowest |
| 5.00Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) and supported by casurina props of 10cm to 13cm dia (Spaced at 75cm c/c) as noted below including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications PLANE SURFACE | |||||
| 6.00 | Below G.L | 20.76 | Sqm | 547 ₹10,398.47 Lowest | 600 ₹12,455.4 |
| 7.00 | 0m to 3.30m | 26.39 | Sqm | 1,095 ₹28,894.86 Lowest | 1,100 ₹29,026.8 |
| 8.00 | 5.30 to 6.30m | 11.96 | Sqm | 1,202 ₹14,374.72 Lowest | 1,202 ₹14,374.72 Lowest |
| 9.00 | 8.30M-9.30 Above GL | 11.96 | Sqm | 1,310 ₹15,666.29 Lowest | 1,400 ₹16,742.6 |
| 10.00 | 11.30 M- 12.30M | 39.93 | Sqm | 1,417 ₹56,576.56 Lowest | 1,500 ₹59,890.5 |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
12 Mar 2026, 3:00 pmClosed
The Special Officer (VP), Pachapalayam Panchayat
The Special Officer (VP), Pachapalayam Panchayat
Construction of 30000 litre OHT at Poorandampalayam near Pattathaiyan Kovil H-O Pachapalayam Panchayat
2026_RDTN_673370_1
Roc.No - 0616-2025-A2 Date - 05.03.2026
Open Tender
Civil Works
Item Rate
Pachapalaym
Construction of 30000 litre OHT at Poorandampalayam near Pattathaiyan Kovil H-O Pachapalayam Panchayat
4 documents required · 4 mandatory
₹0
₹16,000
Yes
8 May 2026
11 Mar 2026
12 Mar 2026
11 Mar 2026
12 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of the Work : 1.Construction of 30000 litre OHT at Poorandampalayam near Pattathaiyan Kovil H/O Pachapalayam Panchayat | - | - | - | - |
| 2 | Earth work excavation for foundation in all soils and sub-soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, hard gravelly soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts, etc., including levelling the site complete complying with standard specifications and as directed .First depth of 2m | - | cum | - | - |
| 3 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification. | 1 | cum | - | - |
| 4 | Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers | 1 | cum | - | - |
| 5 | Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) and supported by casurina props of 10cm to 13cm dia (Spaced at 75cm c/c) as noted below including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications PLANE SURFACE | - | - | - | - |
| 6 | Below G.L | - | Sqm | - | - |
| 7 | 0m to 3.30m | - | Sqm | - | - |
| 8 | 5.30 to 6.30m | 1 | Sqm | - | - |
| 9 | 8.30M-9.30 Above GL | 1 | Sqm | - | - |
| 10 | 11.30 M- 12.30M | 1 | Sqm | - | - |
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