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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAdmitted-Finance | ₹18.1 L | L1 | Admitted-Finance |
| 2 | L2₹18.9 L+₹74,839.10 (4.13%)Admitted-Finance | ₹18.9 L+₹74,839.10 (4.13%) | L2 | Admitted-Finance |
| 3 | L3₹19.7 L+₹1.6 L (9.04%)Admitted-Finance | ₹19.7 L+₹1.6 L (9.04%) | L3 | Admitted-Finance |
| 4 | L4₹20.2 L+₹2.1 L (11.9%)Admitted-Finance | ₹20.2 L+₹2.1 L (11.9%) | L4 | Admitted-Finance |
| 5 | L5₹21.0 L+₹2.9 L (15.8%)Admitted-Finance | ₹21.0 L+₹2.9 L (15.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V Periasamy L1 | Sri Vinayaga & Co L3 | V N CONSTRUCTIONS L2 | MARUTHU CONSTRACTOR L5 | Arputham infrastructures L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Part 1: Construction of 60000Ltr OHT Near Ellai karuppansamy kovil at Pappampatty H/O Pappampatty Estimate Amount: Rs.22.00 Lakhs | ||||||||
| 2.00 | Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. | - | - | - | - | - | - | - |
| 3.00 | First Depth of 2.0 M | 58.84 | Cum | 245 ₹14,415.8 | 230 ₹13,533.2 | 205 ₹12,062.2 Lowest | 264 ₹15,533.76 | 245.32 ₹14,434.63 |
| 4.00 | Second Depth of 1 m | 10.21 | Cum | 245 ₹2,501.45 | 230 ₹2,348.3 | 205 ₹2,093.05 Lowest | 280 ₹2,858.8 | 641.77 ₹6,552.47 |
| 5.00 | Filling with good river sand including cost & conveyance of sand and all labour charges etc., complete as per std. Specifications. | 2.92 | Cum | 1,500 ₹4,380 | 1,955 ₹5,708.6 | 1,450 ₹4,234 Lowest | 1,680 ₹4,905.6 | 1,717.17 ₹5,014.14 |
| 6.00 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. | 4.37 | Cum | 4,750 ₹20,757.5 Lowest | 5,170 ₹22,592.9 | 5,000 ₹21,850 | 5,450 ₹23,816.5 | 5,118.1 ₹22,366.1 |
| 7.00 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | - | - | - | - | - | - | - |
| 8.00 | Below 1.5m from GL | - | - | - | - | - | - | - |
| 9.00 | Column Footing | 9.28 | Cum | 8,000 ₹74,240 Lowest | 8,820 ₹81,849.6 | 9,250 ₹85,840 | 9,000 ₹83,520 | 8,621.79 ₹80,010.21 |
| 10.00 | 0m to 1.50m below GL | 2.53 | Cum | 8,000 ₹20,240 Lowest | 8,820 ₹22,314.6 | 9,250 ₹23,402.5 | 9,000 ₹22,770 | 8,621.79 ₹21,813.13 |
Tender Value
₹22 L
EMD Value
₹22,000
Closing Date
15 Sept 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER VP PALANI PU
BLOCK DEVELOPMENT OFFICER VP PALANI PU
223 Construction of 60000Ltr OHT Near Ellai karuppansamy kovil at Pappampatty H/O Pappampatty
2026_RDTN_699209_1
TN 05 223 15TH FINANCE COMMISSION PALANI BLOCK VP
Open Tender
Civil Works
Item Rate
180 days
SPECIAL OFFICER PAPPAMPATTY PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹22,000
Yes
21 Sept 2026
28 Aug 2026
15 Sept 2026
28 Aug 2026
15 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part 1: Construction of 60000Ltr OHT Near Ellai karuppansamy kovil at Pappampatty H/O Pappampatty
Estimate Amount: Rs.22.00 Lakhs | - | - | - | - |
| 2 | Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. | - | - | 1,672.35 | - |
| 3 | First Depth of 2.0 M | 58.84 | Cum | 5,296.73 | ₹3,11,659.59 |
| 4 | Second Depth of 1 m | 10.21 | Cum | 1,672.35 | ₹17,074.69 |
| 5 | Filling with good river sand including cost & conveyance of sand and all labour charges etc., complete as per std. Specifications. | 2.92 | Cum | 5,296.73 | ₹15,466.45 |
| 6 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. | 4.37 | Cum | 1,672.35 | ₹7,308.17 |
| 7 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | - | - | 1,672.35 | - |
| 8 | Below 1.5m from GL | - | - | 5,296.73 | - |
| 9 | Column Footing | 9.28 | Cum | 1,672.35 | ₹15,519.41 |
| 10 | 0m to 1.50m below GL | 2.53 | Cum | 5,296.73 | ₹13,400.73 |
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