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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC | ₹18.1 L | L1 | Accepted-AOC Eligible |
| 2 | L2₹18.2 L+₹11,565 (0.64%)Rejected-Finance | ₹18.2 L+₹11,565 (0.64%) | L2 | Rejected-Finance In Eligible |
| Sl No | Description | Qty | Unit | SREE VALLI AND CO L2 | M.VENKATESH L1 |
|---|---|---|---|---|---|
| 1.00Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | |||||
| 1.10Compound wall | |||||
| 1.20 | column | 152 | M3 | 266 ₹40,432 | 263.75 ₹40,090 Lowest |
| 1.30 | Plinth Beam | 6.18 | M3 | 132 ₹815.76 | 131.85 ₹814.83 Lowest |
| 2.00Plain Cement Concrete of mix 1 : 4 : 8 (One part Cement, four part sand & eight part of aggregates) using 40mm gauge hard broken metal from approved quarry including all cost, conveyance of materials to site with proper mixing, compacting, finishing and curing etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | |||||
| 2.10 | Compound wall | 12 | M3 | 5,690 ₹68,280 | 5,687.9 ₹68,254.8 Lowest |
| 3.00Supplying and errecting centering for Sides and Soffits including necessary supports and strutting upto3.29mt height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90mm x60mm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia supported at not more than 75cm centre to centre etc complete Complying with standard Specification without Strutting.TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII | |||||
| 3.10Compound wall | |||||
| 3.20 | Plinth Beam | 150 | M2 | 578 ₹86,700 | 575.4 ₹86,310 Lowest |
| 3.30 | For Column | 206 | M2 | 1,127 ₹2,32,162 | 1,125.1 ₹2,31,770.6 Lowest |
Tender Value
₹22 L
EMD Value
₹22,000
Closing Date
9 Feb 2026, 3:00 pmClosed
Executive Officer
Kannampalayam Town Panchayat Kannampalayam Coimbatore 641402
General Fund 2025-26 Construction of Compound Wall and Sump to Office Building in Kannampalayam Town Panchayat
2026_DTP_650255_1
34/2026
Open Tender
Civil Works
Item Rate
90 days
Kannampalayam Town Panchayat Office
As per Norms
3 documents required · 3 mandatory
₹0
₹22,000
28 Mar 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
2 Feb 2026 - 9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | |||||
| 1.1 | Compound wall | - | - | - | - |
| 1.2 | column | 152 | M3 | - | - |
| 1.3 | Plinth Beam | 6.18 | M3 | - | - |
| 2Plain Cement Concrete of mix 1 : 4 : 8 (One part Cement, four part sand & eight part of aggregates) using 40mm gauge hard broken metal from approved quarry including all cost, conveyance of materials to site with proper mixing, compacting, finishing and curing etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | |||||
| 2.1 | Compound wall | 12 | M3 | - | - |
| 3Supplying and errecting centering for Sides and Soffits including necessary supports and strutting upto3.29mt height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90mm x60mm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia supported at not more than 75cm centre to centre etc complete Complying with standard Specification without Strutting.TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII | |||||
| 3.1 | Compound wall | - | - | - | - |
| 3.2 | Plinth Beam | 150 | M2 | - | - |
| 3.3 | For Column | 206 | M2 | - | - |
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