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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.4 LAccepted-AOC | ₹15.4 L | 1 | Accepted-AOC Low |
| 2 | 2₹15.5 L+₹8,463.86 (0.55%)Rejected-AOC | ₹15.5 L+₹8,463.86 (0.55%) | 2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | SUDHAN CONSTRUCTION L2 | Paari construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earth 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 TNDSS 23 & 24, V, VI (S2), VII, 9,10 | 1 | NO | - | - |
| 2.00 | Room | 54 | M3 | 270 ₹14,580 | 263.5 ₹14,229 Lowest |
| 3.00 | Collection, supply and filling with well gravel including cost and conveyance of all materials and stacking them at road side to departmental gauge for pre-measurement including all labour charges for filling etc., complete as per standard specification. | 3.4 | M3 | 275 ₹935 | 271 ₹921.4 Lowest |
| 4.00 | Refilling with excavated excess earth work including all labour charges etc., complete complying with standard specification. | 27.8 | M3 | 45 ₹1,251 | 40 ₹1,112 Lowest |
| 5.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 10.16 | M3 | 5,550 ₹56,388 | 5,544.5 ₹56,332.12 Lowest |
| 6.00 | Reinforced Cement Concrete 1 : 1.5: 3 (One part of Cement one point five part of sand three part of aggregates) using 20mm gauge hard Granite broken stone including cost of curing, etc., complete as per standard specification and as directed by Engineer incharge. | 1 | m3 | - | - |
| 7.00 | Below G.L. | 16.5 | M3 | 8,650 ₹1,42,725 | 8,643 ₹1,42,609.5 Lowest |
| 8.00 | Above G.L. | 4.2 | M3 | 8,790 ₹36,918 | 8,784 ₹36,892.8 Lowest |
| 9.00 | Brickwork in cement mortor 1 : 5 (One part of Cement and five part of Sand) using best quality of cII class bricks of size 83/4x41/4x23/4 including all cost of materials and Labour Charges including Curing charges etc., Complete as per standard specification. | 1 | m3 | - | - |
| 10.00 | Below G.L. | 5.8 | M3 | 7,415 ₹43,007 | 7,409.5 ₹42,975.1 Lowest |
Tender Value
₹18.8 L
EMD Value
₹37,500
Closing Date
20 May 2026, 3:00 pmClosed
Executive Officer
Kolathupalayam Town Panchayat
Construction of Store room at Ward No.10 AnnaNagar and Ward No.5 Ramapattinam and Construction Of Culvert at Ramapattinam in Kolathupalayam Town Panchayat, Tiruppur District.
2026_DTP_676827_1
45/2026/A1-1
Open Tender
Civil Works - Buildings
Works
Kolathupalayam Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹37,500
Yes
15 Aug 2026
13 May 2026
21 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth 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 TNDSS 23 & 24, V, VI (S2), VII, 9,10 | 1 | NO | - | - |
| 2 | Room | 54 | M3 | - | - |
| 3 | Collection, supply and filling with well gravel including cost and conveyance of all materials and stacking them at road side to departmental gauge for pre-measurement including all labour charges for filling etc., complete as per standard specification. | 3.4 | M3 | - | - |
| 4 | Refilling with excavated excess earth work including all labour charges etc., complete complying with standard specification. | 27.8 | M3 | - | - |
| 5 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 10.16 | M3 | - | - |
| 6 | Reinforced Cement Concrete 1 : 1.5: 3 (One part of Cement one point five part of sand three part of aggregates) using 20mm gauge hard Granite broken stone including cost of curing, etc., complete as per standard specification and as directed by Engineer incharge. | 1 | m3 | - | - |
| 7 | Below G.L. | 16.5 | M3 | - | - |
| 8 | Above G.L. | 4.2 | M3 | - | - |
| 9 | Brickwork in cement mortor 1 : 5 (One part of Cement and five part of Sand) using best quality of cII class bricks of size 83/4x41/4x23/4 including all cost of materials and Labour Charges including Curing charges etc., Complete as per standard specification. | 1 | m3 | - | - |
| 10 | Below G.L. | 5.8 | M3 | - | - |
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