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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L | L1 | Accepted-AOC workorder |
| 2 | L2₹16.4 LRejected-Finance | ₹16.4 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | velmurugan.s L1 | K R BUILDERS L2 |
|---|---|---|---|---|---|
| 1.001.Construction of 30,000lit OHT Valichettipatti H/O Pilathu Estimate Amount Rs.16.50 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 | 38.88 | Cum | 263 ₹10,225.44 | 264 ₹10,264.32 |
| 4.00 | Second Depth of 1 m | 6.78 | Cum | 263 ₹1,783.14 | 264 ₹1,789.92 |
| 5.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. . | 1.94 | Cum | 1,736 ₹3,367.84 | 1,737 ₹3,369.78 |
| 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. | 3.6 | Cum | 5,351 ₹19,263.60 | 5,352 ₹19,267.20 |
| 7.00RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa | |||||
| 8.00 | For items 1.5m to 4.5m below GL | 5.2 | Cum | 9,224 ₹47,964.80 | 9,225 ₹47,970 |
| 9.00 | For items 0 to 1.50m below GL | 1.75 | Cum | 9,085 ₹15,898.75 | 9,086 ₹15,900.50 |
| 10.00 | For items 0m to 4.5m above GL | 2.83 | Cum | 9,226 ₹26,109.58 | 9,227 ₹26,112.41 |
Tender Value
Refer Docs
EMD Value
₹17,000
Closing Date
23 Jan 2026, 3:00 pmClosed
Block development officier,vadamadurai
Block development officier,vadamadurai
VADAMADURAI PANCHAYAT UNION 15TH FINANCE COMMISSION FUND 2025-26 TN0502 VADAMADURAI BLOCK
2026_RDTN_644776_1
404/2025/A2,dt 13.01.2026-TN0502
Open Tender
Civil Works
270 days
Vadamadurai Panchayat Union
VADAMADURAI PANCHAYAT UNION 15TH FINANCE COMMISSION FUND 2025-26 TN0502 VADAMADURAI BLOCK
2 documents required · 2 mandatory
₹0
₹17,000
Vadamadurai Panchayat Union
8 Apr 2026
20 Jan 2026
23 Jan 2026
20 Jan 2026
23 Jan 2026
20 Jan 2026
21 Jan 2026
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
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. .
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 M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL
For items 4.51m to 7.32m above GL
For items 7.32m to 10.98m above GL
For items 10.98m to 14.64m above GL
For items above 14.64m & up to 18.30m from GL
Supplying and erecting centering are strutting including neceassary supports for place surface for PCC works erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of single 10cm -6.5cm space of 75cm centre to centre complete complying with standard specificatinon
PLAIN SURFACE
Below ground level
Ground level to 3.30m above
Above ground level- 5.30m to 6.30m
Above ground level- 8.30m to 9.30m
Above ground level- 11.30m to 12.30m
CURVED SURFACE
0 to 3.30m - Above ground level
SQUARE COLUMN
Below Ground level
0m to 3.30m- Above ground level
3.30m to 4.30m- Above ground level
4.30m to 5.30m- Above ground level
5.30m to 6.30m- Above ground level
6.30m to 7.30m- Above ground level
7.30m to 8.30m- Above ground level
8.30m to 9.30m- Above ground level
9.30m to 10.30m- Above ground level
10.30m to 11.30m- Above ground level
11.30m to 12.30m- Above ground level
Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.
FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete
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
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 and as directed by TWAD Board officers
Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.
Pipe connection to SR
65mm Ø GI pipes for over flow & 1xl
65mm Ø GI pipes for inlet & 1xl
65mm Ø GI pipes for scour pipe 1xl
65mm Ø GI pipe for delivery 1x1 pipe
65mm Ø GI Tee
65mm Ø GI coupler
65mm Ø GI union
65mm Ø GI Elbow
65mm Ø GM Gate valve
65mm Ø flange set
65mm Hex nipple
63mm PVC Pipe 4 ksc
63mm PVC Tee
63mm PVC MTA
50mm GI Pipe
50mm GI Coupling
50mm GI Elbow
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.
Labour charges for Laying of PVC Pipe and specials fixing charges etc., complete.
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total
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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