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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC | ₹17.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹17.5 LRejected-Finance | ₹17.5 L | L2 | Rejected-Finance Quoted Higher than Estimate Rate |
| Sl No | Description | Qty | Unit | R Perumalsamy L2 | N Pattabiraman L1 |
|---|---|---|---|---|---|
| 1.00Construction of 30000lit OHT Tank Near Drowpathi Amman kovil at Pennattagaram Panchayat in Thellar Block Thiruvannamalai Dist Under 15th FC (D.Pt) -2025 -2026 (JJM) | |||||
| 1.01Earth 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 | |||||
| 1.02 | I st Depth | 58.55 | cu.m | 265 ₹15,515.75 | 260 ₹15,223 |
| 1.03 | II st Depth | 11.66 | cu.m | 265 ₹3,089.90 | 260 ₹3,031.60 |
| 1.04 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 4.06 | cu.m | 5,479 ₹22,244.74 | 5,475 ₹22,228.50 |
| 1.05RCC in M 30 Design mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | |||||
| 1.06Below 1.5m from GL | |||||
| 1.07 | Column footing | 13.52 | cu.m | 8,285 ₹1.1 L | 8,281 ₹1.1 L |
| 1.08 | 0m to 1.50m below GL | 1.75 | cu.m | 8,155 ₹14,271.25 | 8,152 ₹14,266 |
| 1.09 | 0m to 1.50m below GL | 2.83 | cu.m | 8,285 ₹23,446.55 | 8,281 ₹23,435.23 |
Updated dates
Tender Value
₹17.7 L
EMD Value
₹17,700
Closing Date
19 Feb 2026, 5:00 pmClosed
Block Development Officer
Block Development Office
Construction of 30000lit OHT Tank Near Drowpathi Amman kovil at Pennattagaram Panchayat in Thellar Block Thiruvannamalai Dist Under 15th FC (D.Pt) -2025 -2026 (JJM)
2026_RDTN_656650_1
Roc. No. A3/899/2025 Date. 21.01.2026 THE1
Open Tender
Civil Works - Others
90 days
Thellar
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,700
6 Mar 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
Construction of 30000lit OHT Tank Near Drowpathi Amman kovil at Pennattagaram Panchayat in Thellar Block Thiruvannamalai Dist Under 15th FC (D.Pt) -2025 -2026 (JJM)
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
I st Depth
II st Depth
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
RCC in M 30 Design 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 1.50m below 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 18.3 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 5.30 m to 6.30m above GL
From 8.30m to 9.30m
From 11.30m 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
Curved Surface - upto 11.30m-12.30m
Curved Surface - upto 12.30m-13.30m
Curved Surface - upto 13.30m-14.30m
Curved Surface - upto 14.30m-15.30m
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coats of newly plastered wall surface with two coat of Cement paint of approved colour over a Priming Coat including thorough scrapping ,plaster of paris ,putty clean removal of dirt and including necessary wherever required etc, complete complying with standard specification(including primer).For OUTER WALL Surface.
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
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 enam
65mm dia GI pipes inlet and scour (12+8)
65mm dia GI pipes over flow (8)
50mm dia GI pipe Scour
65mm dia GI pipe for Delivery
90mm dia PVC Threaded coupler
63mm dia PVC Threaded coupler
65mm dia GI Tee
65mm GI Bend 90
65mm GI Bend short
65mm dia copler
65mm dia GI union
65 mm GI Elbow
50mm dia GI union
50 mm GI Elbow
65mm dia GI Tee
65x50mm GI reducer
75x63mm pvc reducer
65mm dia GI GM Gate valve
50mm dia GI GM Gate valve
63 mm PVC 4Ksc Pipe
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
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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