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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LRejected-Finance | ₹21.7 L | L1 | Rejected-Finance DUE TO ADMINISTRATION REASON |
| 2 | L2₹21.7 LRejected-Finance | ₹21.7 L | L2 | Rejected-Finance DUE TO ADMINISTRATION REASON |
| Sl No | Description | Qty | Unit | VENIL ASSOCIATES L1 | MARUTHU CONSTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00Part 1: Construction of 60000Ltr OHT in North Main road 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 | 264 ₹15,533.76 | 264 ₹15,533.76 |
| 4.00 | Second Depth of 1 m | 10.21 | Cum | 280 ₹2,858.80 | 280 ₹2,858.80 |
| 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 | 1,680 ₹4,905.60 | 1,680 ₹4,905.60 |
| 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 | 5,450 ₹23,816.50 | 5,450 ₹23,816.50 |
| 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 | 9,180 ₹85,190.40 | 9,180 ₹85,190.40 |
| 10.00 | 0m to 1.50m below GL | 2.53 | Cum | 9,035 ₹22,858.55 | 9,035 ₹22,858.55 |
Tender Value
₹22 L
EMD Value
₹22,000
Closing Date
16 Mar 2026, 4:00 pmClosed
SPEICIAL OFFICER PAPPAMPATTY PANCHAYAT
SPEICIAL OFFICER PAPPAMPATTY PANCHAYAT
TN 05 224 15 TH FINANCE 2025-26 PALANI BLOCK OHT NORTH PAPPAMPATTY PANCHAYAT
2026_RDTN_674827_13
TN 05 203 15 TH FINANCE 2025-26 PALANI BLOCK
Open Tender
Civil Works - Others
180 days
SPEICIAL OFFICER PAPPAMPATTY PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹22,000
Yes
22 May 2026
14 Mar 2026
16 Mar 2026
14 Mar 2026
16 Mar 2026
14 Mar 2026
Part 1: Construction of 60000Ltr OHT in North Main road at Pappampatty H/O Pappampatty Estimate Amount: Rs.22.00 Lakhs
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.
First Depth of 2.0 M
Second Depth of 1 m
Filling with good river sand including cost & conveyance of sand and all labour charges etc., complete as per std. Specifications.
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.
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
Below 1.5m from GL
Column Footing
0m to 1.50m below GL
0m to 1.00m above GL
1.00m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following
Plain Surface
Below GL
From GL to 3.30m
From 3.31m to 4.30m
From 5.31m to 6.30m
From 6.31m to 7.30m
From 8.31m to 9.30m
From 9.31m to 10.30m
From 11.31m to 12.30m
Square Column:
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
Curved Surface - 3.30m to 4.30m ht.
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification . The binding wire will be supplied by the contractor as per clause MOST specification.
Painting two coatsto the exposed surface of SR using cement paint
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,
Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint
65mm Ø GI pipes for over flow & 1xl
65mm Ø GI pipes for scour pipe 1xl
65mm Ø GI pipe for delivery 1x1 pipe
50mm Ø GI pipes for inlet pipe 1xl
50mm Ø GI pipes for scour pipe 1xl
50mm Ø GI pipes for Delivery pipe 1xl
65mm dia GI Tee
65mm dia GI Elbow
65mm Ø GM Gate valve
50mm Ø GM gate valve
65mm dia GI Flangeset
65mm dia GI Coupling
65mm GI Dummy
cutting of 65mm GI pipes
Thearding of 65mm GI pipes
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
63mm PVC Pipe 4 ksc
63mm PVC Elbow
63mm PVC Tee
63mm PVC MTA
Earth work excavation hard stiff clay and hard rock earth and pipe laying , jointing and refilling the trench with excavation soils
Labour charges for Laying of PVC Pipe and specials fixing charges etc., complete.
Towards Writing Name board with lettring and Painting charges etc.,
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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