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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Finance | ₹18.5 L | L1 | Admitted-Finance |
| 2 | L2₹18.8 L+₹34,636.65 (1.88%)Admitted-Finance | ₹18.8 L+₹34,636.65 (1.88%) | L2 | Admitted-Finance |
| 3 | L3₹20.2 L+₹1.7 L (9.41%)Admitted-Finance | ₹20.2 L+₹1.7 L (9.41%) | L3 | Admitted-Finance |
| 4 | L4₹20.9 L+₹2.5 L (13.3%)Admitted-Finance | ₹20.9 L+₹2.5 L (13.3%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V Periasamy L1 | Arputham infrastructures L3 | V N CONSTRUCTIONS L2 | MARUTHU CONSTRACTOR L4 |
|---|---|---|---|---|---|---|---|
| 1.00Part 1: Construction of 60000Ltr OHT Near PUES at Rajapuram H/O A.Kalaiyamputhur 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 | 245.32 ₹14,434.63 | 205 ₹12,062.2 Lowest | 264 ₹15,533.76 |
| 4.00 | Second Depth of 1 m | 10.21 | Cum | 255 ₹2,603.55 | 641.77 ₹6,552.47 | 205 ₹2,093.05 Lowest | 280 ₹2,858.8 |
| 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 | 1,717.17 ₹5,014.14 | 1,150 ₹3,358 Lowest | 1,680 ₹4,905.6 |
| 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 | 4,700 ₹20,539 Lowest | 5,118.1 ₹22,366.1 | 5,000 ₹21,850 | 5,450 ₹23,816.5 |
| 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 | 8,100 ₹75,168 Lowest | 8,621.79 ₹80,010.21 | 8,800 ₹81,664 | 9,000 ₹83,520 |
| 10.00 | 0m to 1.50m below GL | 2.53 | Cum | 8,100 ₹20,493 Lowest | 8,621.79 ₹21,813.13 | 8,850 ₹22,390.5 | 9,000 ₹22,770 |
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
220 Construction of 60000Ltr OHT Near PUES at Rajapuram H/O A.Kalaiyamputh
2026_RDTN_699152_1
TN 05 220 15TH FINANCE COMMISSION PALANI BLOCK VP
Open Tender
Civil Works
Item Rate
180 days
SPECIAL OFFICER A KALAIYAMPUTHUR 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 PUES at Rajapuram H/O A.Kalaiyamputhur
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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