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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.7 LAccepted-AOC | ₹9.7 L | 1 | Accepted-AOC ACCEPTED |
| 2 | 2₹9.7 LRejected-Finance | ₹9.7 L | 2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | R SURESH L2 | PARAMALINGAM 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 | 92 | m3 | 263.5 ₹24,242 | 263 ₹24,196 |
| 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 | 23 | m3 | 5,700 ₹1.3 L | 5,700 ₹1.3 L |
| 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 | 608 | m2 | 488.7 ₹3.0 L | 488.41 ₹3.0 L |
| 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 | 70 | m3 | 7,171.05 ₹5.0 L | 7,171.05 ₹5.0 L |
| 5.00 | Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 76 | m2 | 172.19 ₹13,086.44 | 172.19 ₹13,086.44 |
Tender Value
₹11.6 L
EMD Value
₹11,600
Closing Date
25 Sept 2025, 3:00 pmClosed
EXECUTIV OFFICER, UPPILIAPURAM TOWN PANCHAYAT
246/3, JEEVAN NAGAR, UPPILIAPURAM TOWN PANCHAYAT
Construction of Drainage at Ward No.9 Kallivattam South street in Uppliyapuram Town Panchayat, Tiruchirappalli District.
2025_DTP_606778_1
520/2025/A1
Open Tender
Civil Works
180 days
UPPILIAPURAM TOWN PANCHAYAT
CLASS V AND ABOVE
1 document required · 1 mandatory
₹0
₹11,600
31 Mar 2026
20 Sept 2025
25 Sept 2025
20 Sept 2025
25 Sept 2025
20 Sept 2025
20 Sept 2025 - 25 Sept 2025
Amount
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
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
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
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
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
R SURESH (BID ID -1470865)
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