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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.5 LAccepted-Finance | ₹17.5 L | 1 | Accepted-Finance below estimate rate |
| 2 | 2₹17.6 LRejected-Finance NO 5 NMK COLONY 1ST CROSS TRICHY 620020 | TRICHY | TRICHY | TAMIL NADU | 620020 | ₹17.6 L | 2 | Rejected-Finance above estimate rate |
| Sl No | Description | Qty | Unit | Sakthivel L2 | Sri Amman Developers L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,SS 20 B 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 | 12.18 | cum | 269 ₹3,475.48 | 263 ₹3,397.96 |
| 2.00 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 12.18 | cum | 410 ₹4,993.80 | 408 ₹4,969.44 |
| 3.00 | In DMR not requiring blasting | 23.04 | cum | 346 ₹7,971.84 | 345 ₹7,948.80 |
| 4.00 | Sand filling for foundation with clear M sand. | 2.3 | cum | 1,738 ₹3,997.40 | 1,736.5 ₹3,993.95 |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | 6.78 | cum | 5,357 ₹36,320.46 | 5,356.5 ₹36,317.07 |
| 6.00 | 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., Below 1.5m & upto 4.50 m BGL | 5.33 | cum | 9,238 ₹49,238.54 | 9,237 ₹49,233.21 |
| 7.00 | 0m to 1.50m below GL | 1.75 | cum | 9,110 ₹15,942.50 | 9,098 ₹15,921.50 |
| 8.00 | 0m to 4.50m above GL | 2.83 | cum | 9,280 ₹26,262.40 | 9,239 ₹26,146.37 |
| 9.00 | 4.50 m to 7.32 m above GL | 2.22 | cum | 9,600 ₹21,408 | 9,517 ₹21,222.91 |
| 10.00 | 7.32 m to 10.98 m above GL | 2.53 | cum | 9,800 ₹24,794 | 9,795 ₹24,781.35 |
Tender Value
₹17.7 L
EMD Value
₹17,700
Closing Date
24 Feb 2026, 3:15 pmClosed
Block Development Officer VP Avinashi
Panchayat Union Office Avinashi
Construction of 30000 Litres Capacity OHT Tank 12.00 M Staging at Vari Garden HO Kaniyampoondi PKg NO 02
2026_RDTN_660265_1
163/2025/A3 date 16.02.2026
Open Tender
Civil Works
Avinashi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,700
Yes
5 Mar 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
Earth work excavation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,SS 20 B 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
In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting
In DMR not requiring blasting
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 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 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
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification
Supply,delivery and fixing of pipes and specials for OHT connections 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
Labour charges for SR Pipe connection
Provision for Fencing Work alround the Tank Providing Diamond Chain link wire of gauge size including cost and conveyance of all materials to site excluding cost of cut stones fixing of bar bend wire etc.
Supply of Cut stone pillar of size 0.15 x 0.15x 2.10 m including cost and conveyance of all etc complete.
Labour Charges for Fixing in Cut stone pillar of size 0.15 x 0.15x 2.10 m including cost and conveyance of all etc complete.
Earth work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20 B for foundation
Cement concrete 1:3:6mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,
Earth work excavation 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.
Supply and delivery of Pvc Pipes 63 mm 6kg/cm2
Laying and jointing of 63mm OD Pvc Pipe and specials with Proper grade and alignment
Refilling the trenches with exavated soil after the pipes are laid as direted by the department officers
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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