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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | ₹20.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.1 LRejected-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹20.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Gopi S L2 | V.R. CONSTRUCTIONS AND DEVELOPERS L1 |
|---|---|---|---|---|---|
| 1.011)Construction of 60000 Litre OHT 12m Height at Anathur colony in Anathur Panchayat | |||||
| 1.02 | 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 | 44.65 | Sqm | 350 ₹15,628.20 | 240 ₹10,716.48 |
| 1.03 | Second depth of 2m From 2m to 4 m below GL | 16.04 | Sqm | 500 ₹8,019 | 395.67 ₹6,345.76 |
| 1.04 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers | 2.92 | Sqm | 2,016.75 ₹5,880.84 | 2,016.75 ₹5,880.84 |
| 1.05 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 2.92 | Sqm | 5,720.95 ₹16,682.29 | 5,720.95 ₹16,682.29 |
| 1.06 | 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 | 9.73 | Sqm | 9,347.71 ₹90,981.26 | 9,347.71 ₹90,981.26 |
| 1.07 | 0m to 1.50m below GL | 2.32 | Sqm | 9,347.71 ₹21,724.08 | 9,347.71 ₹21,724.08 |
| 1.08 | Braces B1 at 2.715 m from GL | 3.79 | Sqm | 9,572.11 ₹36,316.59 | 9,572.11 ₹36,316.59 |
| 1.09 | Braces B2 at 5.58 m from GL | 2.97 | Sqm | 9,685.11 ₹28,774.46 | 9,685.11 ₹28,774.46 |
| 1.10 | Braces B3 at 8.445 m from GL | 3.38 | Sqm | 9,908.91 ₹33,511.93 | 9,908.91 ₹33,511.93 |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
12 Dec 2025, 3:00 pmClosed
BDO VP Vallam
Vallam
TN-VPM-VLM-25-26-PMAGY-1
2025_RDTN_628691_1
TN-VPM-VLM-25-26-PMAGY-1
Open Tender
Civil Works
90 days
Vallam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
Yes
25 Feb 2026
5 Dec 2025
12 Dec 2025
5 Dec 2025
12 Dec 2025
5 Dec 2025
1)Construction of 60000 Litre OHT 12m Height at Anathur colony in Anathur Panchayat
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
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord 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
0m to 1.50m below GL
Braces B1 at 2.715 m from GL
Braces B2 at 5.58 m from GL
Braces B3 at 8.445 m from 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
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
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
Floor slab above platform
Curved Surface -
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 using cement paint
Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design
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 complete
Providing 110mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
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
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
65 dia GI Pipe
65 dia GI Elbow
65 dia GI Flange set
65 dia GI Coupling
75 PVC Threaded coupler
80mm dia GI pipes
90mm x 80 mm dia PVC Threaded coupler
65 mm dia GI Tee
80mm dia GI Elbow
65mm dia GM Gate valve
80mm dia GM Gate valve
80mm dia GI Flangeset
80mm dia GI Coupling
80mm dia GI Dummy
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
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
Provision for Testing Charges
Provision for Water Meter
Provision for Labour wellfar fund 1%
Provision for Photographic charges
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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