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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹16.9 L+₹1,867.03 (0.11%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N.Kuppusamy L2 | SRI NANDHAA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | 1.Construction of 30,000 litres Capacity OHT - 12M Staging @ Ponnivadi H/o Ponnivadi | 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. | 55.3 | cum | 247 ₹13,659.1 | 246.5 ₹13,631.45 Lowest |
| 3.00 | Sand filling for foundation with clear M sand. | 2.3 | cum | 1,725 ₹3,967.5 | 1,724 ₹3,965.2 Lowest |
| 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 | 5,376 ₹18,600.96 | 5,375 ₹18,597.5 Lowest |
| 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 | Below 1.5m & upto 4.50 m BGL | 7.58 | cum | 9,215 ₹69,849.7 | 9,214 ₹69,842.12 Lowest |
| 7.00 | 0m to 1.50m below GL | 1.73 | cum | 9,215 ₹15,941.95 | 9,214 ₹15,940.22 Lowest |
| 8.00 | 0m to 4.50m above GL | 2.81 | cum | 9,345 ₹26,259.45 | 9,343 ₹26,253.83 Lowest |
| 9.00 | 4.50 m to 7.32 m above GL | 2.21 | cum | 9,345 ₹20,652.45 | 9,344 ₹20,650.24 Lowest |
| 10.00 | 7.32 m to 10.98 m above GL | 2.51 | cum | 9,606 ₹24,111.06 | 9,605 ₹24,108.55 Lowest |
Tender Value
₹17.1 L
EMD Value
₹17,500
Closing Date
29 Aug 2025, 3:55 pmClosed
BDO BP
BDO office Mulanur
Construction of 30000litre Capacity Oht at Ponnivadi
2025_RDTN_596523_1
1516/2025/A6 MLA CDS Mulanur Block
Open Tender
Civil Works
Works
180 days
Mulanur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,500
Yes
1 Sept 2025
22 Aug 2025
29 Aug 2025
22 Aug 2025
29 Aug 2025
22 Aug 2025
Amount
1.Construction of 30,000 litres Capacity OHT - 12M Staging @ Ponnivadi H/o Ponnivadi
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.,
Below 1.5m & upto 4.50 m BGL
0m to 1.50m below GL
0m 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
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.,
Plain Surface
Plain Surface Below GL
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:
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 3.30m ht.
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement .
Painting two coats with ready mixed Plastic emulsion of first class quality paint and of approved colour over a priming coat ,inculding through scrapping, clean removal of dirt etc. complete and inculding necessary plasterof paris , putty whereever required .
Fabrication, supply, delivery and fixing of outside MS ladder .
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,delivery and fixing of pipes and specials for OHT connections
50 mm GI Pipe for scour
63 mm 4ksc PVC pipe
50 mm GI Elbow
50 mm GM Gatevalve
63mm PVC Elbow
Provision for Name Board Charges
Provision for Photos 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)
N.Kuppusamy (BID ID -1438986)
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