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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | ₹18.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.1 LRejected-AOC | ₹19.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | malaiammanconstruction L2 | Maki Construction L1 |
|---|---|---|---|---|---|
| 1.00 | 1.Construction of 30000 Litres Capacity OHT Tank - 12.00 M Staging @ Gavundampalayam H/O Ellapalayamputhur | 1 | nos | - | - |
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 47.07 | cum | 279 ₹13,132.53 | 263.78 ₹12,416.12 |
| 3.00 | Sand filling for foundation with clear M sand | 2.3 | cum | 1,900 ₹4,370 | 1,881.1 ₹4,326.53 |
| 4.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | 3.46 | cum | 5,700 ₹19,722 | 5,558.48 ₹19,232.34 |
| 5.00 | R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete., | 1 | nos | - | - |
| 6.00 | Column footing below 1.50 m from GL | 5.53 | cum | 9,500 ₹52,535 | 9,450 ₹52,258.50 |
| 7.00 | Coloumn below GL upto 1.50 m | 1.75 | cum | 9,400 ₹16,450 | 9,300 ₹16,275 |
| 8.00 | Column above GL upto 4.50 m | 2.83 | cum | 9,600 ₹27,168 | 9,450 ₹26,743.50 |
| 9.00 | Column above 4.50 m upto 7.32 m | 2.23 | cum | 9,800 ₹21,854 | 9,700 ₹21,631 |
| 10.00 | 7.32m to 10.98m above GL | 2.53 | cum | 10,008.67 ₹25,321.94 | 10,000 ₹25,300 |
Tender Value
Refer Docs
EMD Value
₹19,000
Closing Date
11 Mar 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (BP)
Block Development Officer (BP) Kundadam
Construction of 30000 Litres Capacity OHT Tank - 12.00 M Staging Gavundampalayam H/O Ellapalayamputhur
2026_RDTN_670357_1
7005/2025/A6/MPLAD
Open Tender
Civil Works
180 days
Kundadam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,000
Yes
Block Development Officer (BP) Kundadam
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
11 Mar 2026
5 Mar 2026
5 Mar 2026
1.Construction of 30000 Litres Capacity OHT Tank - 12.00 M Staging @ Gavundampalayam H/O Ellapalayamputhur
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Sand filling for foundation with clear M sand
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL.
R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete.,
Column footing below 1.50 m from GL
Coloumn below GL upto 1.50 m
Column above GL upto 4.50 m
Column above 4.50 m upto 7.32 m
7.32m to 10.98m above GL
10.98m to 14.64m above GL
14.64m to 18.30m above GL
Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel,Beam coloum,sunshade etc complete.,
Column footing (plane surface)
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m
From 11.30m to 12.30 m
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 11.40m ht
Curved surface upto 3.3m 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 using cement paint
Supply,delivery and fixing in position of MS ladder outside the Service reservoir
Providing and fixing of RCC inner access ladder in M30 .
Providing Ventilating arrangements with 50 mm GI pipes with mosquito proof nylon net .
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m .
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
Supply and Fixing of GI pipes for OHT connections including civil works
50 mm GI Pipe for scour
65 mm GI Pipe for inlet , Outlet and Overflow
63 mm OD PVC 4 ksc pipe for drainage arrangements
75 mm PVC Threaded Coupler
63 mm PVC Threaded Coupler
65 mm GI elbow
50 mm GI Elbow
65 mm GI Tee
65 mm GI coupling
65 mm Flange set
50 mm Flange set
65 mm GM Gatevalve
50 mm GM Gatevalve
75 mm X 63 mm PVC Reducer
90 mm X 75 mm PVC Reducer
65x50 mm GI Reducer
Extension of Pipe Line
Earthwork excavation and deposition on bank with an initial lead and lift in all classes of soil except hard rock not requiring blasting etc,. Complete as per standard specifications
Cost,supply and delivery of 63mm PVC pipes 6kg/cm2 including all conveyance charges etc.,complete.
Labour charges for laying of 63 mm 6 kg/cm2 Pvc pipe with specials with proper gradient and alignment including all cost etc,. Complete
Refilling the Trenches using excavated earth including all cost of labour charges etc,. Complete
Provision for Nameboard Charges
Provision for Photography Charges
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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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