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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-Finance | L1 | Accepted-Finance - | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | K.Pandithurai L2 | KAVITHA 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 | 47 | M3 | 24,134.5 ₹24,134.5 | 12,384.5 ₹12,384.5 Lowest |
| 2.00 | 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 | 9 | M3 | 53,392.5 ₹53,392.5 | 51,142.5 ₹51,142.5 Lowest |
| 3.00 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 Column Footing | 38 | M2 | 50,730 ₹50,730 | 41,230 ₹41,230 Lowest |
| 4.00 | Square column | 34 | M2 | 52,768 ₹52,768 | 44,268 ₹44,268 Lowest |
| 5.00 | Plain surface | 41 | M2 | 30,299 ₹30,299 | 20,049 ₹20,049 Lowest |
| 6.00 | Reinforced Cement concrete grade1:1/2 :3 (one part of cement one and half part of sand and three part of aggregate )using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications. 30 V, VI (S5) VII & 13 | 18 | M3 | 1,60,659 ₹1,60,659 | 1,56,159 ₹1,56,159 Lowest |
| 7.00 | Supplying ribbed tor steel rods including cutting cranking fabricating assembling laying in exact position tying with soft steel wire 16 or 18 BWG etc. complete for all RCC Works. as per the design given including cost of steel and binding wire also in all floors as per standard specification. Steel Calculations are as per TN PWD Buildings AEE/T3/195360/89 dated 30.07.1990 | 1,300 | Kg | 4,43,950 ₹4,43,950 | 1,18,950 ₹1,18,950 Lowest |
| 8.00 | Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9"X43/8"X 23/4" standard specification including finishing, curing,etc., complete complying with standard specification 30 V, VI (S5) VII & 13 | 28 | M3 | 2,13,192 ₹2,13,192 | 2,06,192 ₹2,06,192 Lowest |
| 9.00 | Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 56 & 57 | 17 | M2 | 9,800.5 ₹9,800.5 | 5,550.5 ₹5,550.5 Lowest |
| 10.00 | Plastering in C.M. 1 : 5 (one cement five sand)to 12 mm thick including all cost and conveyance of all materials to site including cost of cement which will be purchased locally by the contractor and conveyance of the same to the actual work site and cost form work including watering curing and all leads of good potable water and all other. 56 & 57 | 138 | M2 | 73,830 ₹73,830 | 39,330 ₹39,330 Lowest |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
14 Aug 2026, 3:00 pmClosed
Executive Officer
Executive Officer Vasudevanallur Town Panchayat
Construction Of Community Toilet Building at ward no-11 Puthumanthai 1st street in Vasudevanallur Town Panchayat.
2026_DTP_691120_1
288/2025
Open Tender
Civil Works
Works
Vasudevanallur Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,000
9 Oct 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 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 | 47 | M3 | - | - |
| 2 | 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 | 9 | M3 | - | - |
| 3 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 Column Footing | 38 | M2 | - | - |
| 4 | Square column | 34 | M2 | - | - |
| 5 | Plain surface | 41 | M2 | - | - |
| 6 | Reinforced Cement concrete grade1:1/2 :3 (one part of cement one and half part of sand and three part of aggregate )using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications. 30 V, VI (S5) VII & 13 | 18 | M3 | - | - |
| 7 | Supplying ribbed tor steel rods including cutting cranking fabricating assembling laying in exact position tying with soft steel wire 16 or 18 BWG etc. complete for all RCC Works. as per the design given including cost of steel and binding wire also in all floors as per standard specification. Steel Calculations are as per TN PWD Buildings AEE/T3/195360/89 dated 30.07.1990 | 1,300 | Kg | - | - |
| 8 | Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9"X43/8"X 23/4" standard specification including finishing, curing,etc., complete complying with standard specification 30 V, VI (S5) VII & 13 | 28 | M3 | - | - |
| 9 | Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 56 & 57 | 17 | M2 | - | - |
| 10 | Plastering in C.M. 1 : 5 (one cement five sand)to 12 mm thick including all cost and conveyance of all materials to site including cost of cement which will be purchased locally by the contractor and conveyance of the same to the actual work site and cost form work including watering curing and all leads of good potable water and all other. 56 & 57 | 138 | M2 | - | - |
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