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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | ₹15.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.3 L+₹32,526 (2.17%)Rejected-Finance | ₹15.3 L+₹32,526 (2.17%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K SARAVANAN L2 | P. Jaisankar 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 TNSS 23 & 24, V, VI (S2), VII, 9,10 | 31 | M3 | 250 ₹7,750 | 246 ₹7,626 Lowest |
| 2.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One part of Cement four part of sand eight part 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 | 117 | M3 | 5,500 ₹6,43,500 | 5,290 ₹6,18,930 Lowest |
| 3.00 | Supplying 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 | 204 | M2 | 465 ₹94,860 | 457 ₹93,228 Lowest |
| 4.00 | Plain Cement Concrete of mix 1 : 2 : 4 (One part of Cement two part of sand Four part of aggregates) using 20mm 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 | 114 | M3 | 6,790 ₹7,74,060 | 6,740 ₹7,68,360 Lowest |
| 5.00 | Providing Bitumen Pad 12mm Thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete. | 20 | M2 | 510 ₹10,200 | 485 ₹9,700 Lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
20 May 2025, 3:00 pmClosed
EXECUTIVE OFFICER, BALAKRISHNAMPATTI TOWN PANCHAYA
TOWN PANCHAYAT OFFICE, B.METTUR POST, THURAIYUR TALUK, TIRUCHIRAPPALLI DISTRICT
Providing CC Road at Ward No 2 Viswambal Samuthram North Pallar Street 1st and 2nd Cross Street, Ward No 12 Viswambal Samuthram South Kudi Street and Ward No 15 Pallar Street Balakrishnampatti
2025_DTP_554981_1
220-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
BALAKRISHNAMPATTI TOWN PANCHAYAT
Class V and Above Contractors
1 document required · 1 mandatory
₹0
₹18,000
BALAKRISHNAMPATTI TOWN PANCHAYAT OFFICE
28 Mar 2026
9 May 2025
20 May 2025
9 May 2025
20 May 2025
9 May 2025
9 May 2025 - 20 May 2025
14 May 2025
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