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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAdmitted-Finance | ₹14.3 L | L1 | Admitted-Finance |
| 2 | L2₹14.7 L+₹42,344.65 (2.97%)Admitted-Finance | ₹14.7 L+₹42,344.65 (2.97%) | L2 | Admitted-Finance |
| 3 | L3₹15.7 L+₹1.4 L (9.66%)Admitted-Finance | ₹15.7 L+₹1.4 L (9.66%) | L3 | Admitted-Finance |
| 4 | L4₹16.2 L+₹1.9 L (13.6%)Admitted-Finance | ₹16.2 L+₹1.9 L (13.6%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V Periasamy L1 | Arputham infrastructures L3 | V N CONSTRUCTIONS L2 | MARUTHU CONSTRACTOR L4 |
|---|---|---|---|---|---|---|---|
| 1.001.Construction of 30000Ltr OHT at Vinayagapuram H/O A.Kalaiyamputhur Estimate Amount Rs.17.00 Lakhs | |||||||
| 2.00Earth 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 | 60.24 | Cum | 245 ₹14,758.8 | 245.32 ₹14,778.08 | 205 ₹12,349.2 Lowest | 220 ₹13,252.8 |
| 4.00 | Second Depth of 1 m | 11.66 | Cum | 250 ₹2,915 | 641.77 ₹7,483.04 | 205 ₹2,390.3 Lowest | 250 ₹2,915 |
| 5.00 | For Corewall | 0.74 | Cum | 120 ₹88.8 Lowest | 245.32 ₹181.54 | 205 ₹151.7 | 141 ₹104.34 |
| 6.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. . | 4.37 | Cum | 1,500 ₹6,555 | 1,717.17 ₹7,504.03 | 1,050 ₹4,588.5 Lowest | 1,807 ₹7,896.59 |
| 7.00 | 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. | 10.81 | Cum | 5,000 ₹54,050 Lowest | 5,118.1 ₹55,326.66 | 5,050 ₹54,590.5 | 5,500 ₹59,455 |
| 8.00 | Supply and errecting centering charges for Plain surface including cost & conveyance of all materials to site and all labour charges etc., complete. | 8.68 | Cum | 500 ₹4,340 Lowest | 509.18 ₹4,419.68 | 8,750 ₹75,950 | 547 ₹4,747.96 |
| 9.00 | Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 0.87 | Cum | 5,200 ₹4,524 Lowest | 5,819.9 ₹5,063.31 | 6,150 ₹5,350.5 | 6,200 ₹5,394 |
| 10.00 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 2.7 | Cum | 6,000 ₹16,200 Lowest | 6,328.75 ₹17,087.63 | 6,250 ₹16,875 | 6,700 ₹18,090 |
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
15 Sept 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER VP PALANI PU
BLOCK DEVELOPMENT OFFICER VP PALANI PU
221 Construction of 30000Ltr OHT at Vinayagapuram H/O A.Kalaiyamputhur
2026_RDTN_699164_1
TN 05 221 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
₹17,000
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 | 1.Construction of 30000Ltr OHT at Vinayagapuram H/O A.Kalaiyamputhur
Estimate Amount Rs.17.00 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. | - | - | - | - |
| 3 | First Depth of 2.0 M | 60.24 | Cum | - | - |
| 4 | Second Depth of 1 m | 11.66 | Cum | - | - |
| 5 | For Corewall | 0.74 | Cum | - | - |
| 6 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. . | 4.37 | Cum | - | - |
| 7 | 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. | 10.81 | Cum | - | - |
| 8 | Supply and errecting centering charges for Plain surface including cost & conveyance of all materials to site and all labour charges etc., complete. | 8.68 | Cum | - | - |
| 9 | Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 0.87 | Cum | - | - |
| 10 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 2.7 | Cum | - | - |
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