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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | ₹21.0 L | L1 | Accepted-AOC Accepted |
| 2 | l2₹21.2 L+₹17,688.89 (0.84%)Rejected-Finance | ₹21.2 L+₹17,688.89 (0.84%) | l2 | Rejected-Finance L2 |
| 3 | L3₹22.0 L+₹95,130.69 (4.53%)Rejected-Finance | ₹22.0 L+₹95,130.69 (4.53%) | L3 | Rejected-Finance L3 |
| 4 | L4₹23.4 L+₹2.4 L (11.3%)Rejected-Finance | ₹23.4 L+₹2.4 L (11.3%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Income Tax Certificate not submitted for the year 2025-2026 and Banker certificate for credit availability not furnished. Not Satisfied the Pre-Qualification Conditions. Hence this bid is not eligible for price bid Opening. |
| Sl No | Description | Qty | Unit | Kaveri L3 | Karthikeyan Construction L1 | L.Arivazhagan L2 | SAKTHI CONTRACTORS L4 |
|---|---|---|---|---|---|---|---|
| 1.00Constrution of 60000 Ltr OHT near MGR Mandram H/O Hale Dharmapuri | |||||||
| 2.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
First depth of 2m
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B
For Column Footing
For GL Brace | 72.36 | Cum | 213.69 ₹15,461.75 | 199.88 ₹14,462.52 Lowest | 206.46 ₹14,938.62 | 240 ₹17,365.44 |
| 3.00 | Second depth of 2.0m to 3.0 m | 11.77 | Cum | 213.69 ₹2,515.99 | 199.88 ₹2,353.39 Lowest | 206.46 ₹2,430.86 | 240 ₹2,825.76 |
| 4.00Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. | |||||||
| 5.00 | For Column Footing | 3.36 | Cum | 1,619.31 ₹5,447.36 | 1,444 ₹4,857.62 Lowest | 1,564.51 ₹5,263.01 | 1,600 ₹5,382.4 |
| 6.00PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | |||||||
| 7.00 | For Column Footing | 5.05 | Cum | 4,586.56 ₹23,143.78 | 4,256 ₹21,475.78 Lowest | 4,431.33 ₹22,360.49 | 5,200 ₹26,239.2 |
| 8.00RCC 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 | |||||||
| 9.00 | A). Below 1.5m from GL
Column Footing
For rectangular portion
For trapezoidal portion | 12.23 | Cum | 7,648.88 ₹93,553.45 | 7,068 ₹86,448.71 Lowest | 7,389.99 ₹90,386.97 | 9,000 ₹1,10,079 |
| 10.00 | B). 0m to 1.50m below GL
Column
Braces at GL | 2.52 | Cum | 7,535.94 ₹19,005.64 | 6,954 ₹17,537.99 Lowest | 7,280.88 ₹18,362.38 | 8,500 ₹21,437 |
Tender Value
₹27.5 L
EMD Value
₹27,500
Closing Date
19 Jun 2026, 3:00 pmClosed
Block Development Officer(VP), Dharmapuri
Block Development Office, Dharmapuri
Constrution of 60000 Ltr OHT near MGR Mandram H/O Hale Dharmapuri
2026_RDTN_680109_1
Roc.No. 537/2026/E2 ,Dt. 09.06.2026 6th FINANCE COMMISSION 2025-2026 peri Urban Panchayats 2022-23
Open Tender
Civil Works
Item Rate
90 days
Block Development Office
Can be seen in the tender documents
3 documents required · 3 mandatory
₹0
₹27,500
Yes
7 Aug 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Constrution of 60000 Ltr OHT near MGR Mandram H/O Hale Dharmapuri | - | - | - | - |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
First depth of 2m
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B
For Column Footing
For GL Brace | 0.4 | Cum | - | - |
| 3 | Second depth of 2.0m to 3.0 m | 1 | Cum | - | - |
| 4 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. | - | - | - | - |
| 5 | For Column Footing | 1 | Cum | - | - |
| 6 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | - | - | - | - |
| 7 | For Column Footing | - | Cum | - | - |
| 8 | 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 | - | - | - | - |
| 9 | A). Below 1.5m from GL
Column Footing
For rectangular portion
For trapezoidal portion | 1 | Cum | - | - |
| 10 | B). 0m to 1.50m below GL
Column
Braces at GL | 1 | Cum | - | - |
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