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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAccepted-AOC | ₹22.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹23.3 LRejected-Finance | ₹23.3 L | L2 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | JESUS AUGUSTINE AROCKIAM L2 | SUSAI MANICKAM CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00Name of the work : Construction of 60000Ltr OHT at N.Panjampatti H/O N.Panjampatti Estimate amount : Rs. 22.50 Lakhs | |||||
| 2.00Earth 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 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 | |||||
| 3.00 | First depth of 0 to 2 m | 58.84 | Cum | 275 ₹16,181 | 263.78 ₹15,520.82 |
| 4.00 | Second depth of 2.0m to 3.0 m | 10.21 | Cum | 275 ₹2,807.75 | 263.78 ₹2,693.19 |
| 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 | 2.92 | Cum | 1,980 ₹5,781.60 | 1,889.77 ₹5,518.13 |
| 6.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 4.37 | Cum | 5,840 ₹25,520.80 | 5,561.85 ₹24,305.28 |
| 7.00RCC 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 | |||||
| 8.00 | Below 1.5m from GL Column footing | 9.28 | Cum | 9,910 ₹91,964.80 | 9,440.13 ₹87,604.41 |
| 9.00 | 0m to 1.50m below GL | 2.53 | Cum | 9,765 ₹24,705.45 | 9,301.36 ₹23,532.44 |
| 10.00 | 0m to 1.00m above GL | 0.49 | Cum | 9,910 ₹4,855.90 | 9,442.43 ₹4,626.79 |
Tender Value
₹22.5 L
EMD Value
₹23,000
Closing Date
6 Jan 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER ATHOOR
BLOCK DEVELOPMENT OFFICER ATHOOR
Construction of 60000Ltr OHT at N.Panjampatti H/O N.Panjampatti 108 ATHOOR UNION
2026_RDTN_639046_2
TN 05 ATHOOR BLOCK 15TH FINANCE COMMISSION FUND DP 2025 - 2026
Open Tender
Civil Works - Buildings
180 days
BLOCK DEVELOPMENT OFFICER ATHOOR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹23,000
Yes
6 Jun 2026
3 Jan 2026
6 Jan 2026
3 Jan 2026
6 Jan 2026
3 Jan 2026
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 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
First depth of 0 to 2 m
Second depth of 2.0m to 3.0 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
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
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.
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coatsto the exposed surface of SR usingm 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 dia GI pipes
75mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GI Elbow
65mm dia GM Gate valve
65mm dia GI Coupling
63 mm PVC 4Ksc Pipe
63 mm PVC Bend
75mm X 90mm PVC Reducer
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
Construction of soak pit of size1mx1.5m without Cover slab and all civil works and 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 & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
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