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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | L1 | Accepted-AOC AOC Completed | |
| 2 | L2₹14.9 L+₹4,303.90 (0.29%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PRIYA L2 | S.Mageshkumar L1 |
|---|---|---|---|---|---|
| 1.00 | Geophysical survey charges | 1 | cum | 2,500 ₹2,500 Lowest | 2,500 ₹2,500 Lowest |
| 2.00 | Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- Upto 60m.Depth ending below Ground Level | 60 | cum | 2,000 ₹1,20,000 | 1,959.4 ₹1,17,564 Lowest |
| 3.00 | Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 60m and upto 90m depth ending from G.L. | 30 | cum | 2,125 ₹63,750 | 2,122.7 ₹63,681 Lowest |
| 4.00 | Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 90m and upto 120m depth ending from G.L. | 30 | cum | 2,252 ₹67,560 | 2,250.34 ₹67,510.2 Lowest |
| 5.00 | Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 120m and upto 150m depth ending from G.L. | 30 | cum | 2,369 ₹71,070 | 2,368.98 ₹71,069.4 Lowest |
| 6.00 | Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 150m and upto 180m depth ending from G.L. | 30 | cum | 2,406 ₹72,180 | 2,405.98 ₹72,179.4 Lowest |
| 7.00 | Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 180m and upto 210m depth ending from G.L. | 30 | cum | 2,489 ₹74,670 | 2,483.79 ₹74,513.7 Lowest |
| 8.00 | Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- Upto 60m.Depth ending below Ground Level | 60 | cum | 492.43 ₹29,545.8 Lowest | 492.43 ₹29,545.8 Lowest |
| 9.00 | Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 60m and upto 90m depth ending from G.L. | 30 | cum | 523.04 ₹15,691.2 Lowest | 523.04 ₹15,691.2 Lowest |
| 10.00 | Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 90m and upto 120m depth ending from G.L. | 30 | cum | 557.48 ₹16,724.4 Lowest | 557.48 ₹16,724.4 Lowest |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
22 Aug 2025, 6:50 pmClosed
Vaiyur Special Special/BDO(V.P), Kumaratchi
Vaiyur Special Special/BDO(V.P), Kumaratchi
Providing Alternate 200 mm dia Borewell with 7.50 HP Submersible Motor with Accessories at Karuppur Pt
2025_RDTN_593368_1
Iyothidoss_Additional
Open Tender
Civil Works
Works
90 days
PU-Kumaratchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,000
Yes
10 Oct 2025
15 Aug 2025
22 Aug 2025
15 Aug 2025
22 Aug 2025
15 Aug 2025
Amount
Geophysical survey charges
Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- Upto 60m.Depth ending below Ground Level
Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 60m and upto 90m depth ending from G.L.
Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 90m and upto 120m depth ending from G.L.
Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 120m and upto 150m depth ending from G.L.
Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 150m and upto 180m depth ending from G.L.
Drilling of 140/150mm Pilot Bore Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., by first taking and pilot bore of 140mm/150mm/200mm dia and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 180m and upto 210m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- Upto 60m.Depth ending below Ground Level
Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 60m and upto 90m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 90m and upto 120m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 120m and upto 150m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 150m and upto 180m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 300 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.- From 180m and upto 210m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 400 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.-Upto 60m.Depth ending below Ground Level
Drilling of 140/150mm Diameter Bore to 400 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.-From 60m and upto 90m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 400 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.-From 90m and upto 120m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 400 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.From 120m and upto 150m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 400 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.From 150m and upto 180m depth ending from G.L.
Drilling of 140/150mm Diameter Bore to 400 mm Diameter Borewell in Alluvial soil starta of clay and sand stone, shale, pebbles, boulders etc., enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's ridg fuel labour drilling at the site shown by the Department Officers including construction of mud pit and transportation (Water available within a lead of 1.5K.M) using Rotary Rig.From 180m and upto 210m depth ending from G.L.
Electrical Logging Charges for borewell
Supply and delivery of the following materials required for the erection of borewell -200 mm dia OD PVC plain casing CS pipe-200 mm dia OD PVC plain casing CS pipe
Supply and delivery of the following materials required for the erection of borewell -200 mm dia OD PVC plain casing CS pipe-200 mm dia OD PVC plain casing CM pipe
Supply and delivery of the following materials required for the erection of borewell -200 mm dia OD PVC plain casing CS pipe-200 mm dia pvc ribbed screen casing pipes
Supply and delivery of the following materials required for the erection of borewell -200 mm dia OD PVC plain casing CS pipe-200mm dia Bottom Dummy (Pre end cap)
Supply and delivery of the following materials required for the erection of borewell -200 mm dia OD PVC plain casing CS pipe-Bore Well Top Cover
Labour charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes, supplying and packing the annular space with pebbles of size and quality as approved by the Department Officer.-200mm OD PVC Pipe
Charges for developing the borewells with air compressor of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor as direct by Departmental Officers conducting yield test "V" Notach method
Supply & Delivery of 7.5 HP KSB Submerssible pump set 100 X 125 LPM
3 Phase7.50HP panel board with star delta and two level guard
4 sq.mm 3 core submersible cable
63mm OD HDPE HOSE -10ksc
50mm dia SS Nipple
50mm dia MS Clamp sets
50mm dia GI Flange
50mm dia Flange Leather
7/18 PVC Copper Wire
7/20 GI Wire
100A fuse unit
Earthing set with GI Pipe, GI Wire, Bolt and Nut
Labour charges for errection of submersible pump set including cable jointing fixing of starter, fuse unit and all other accessories etc., complete. Above 5 to 10HP
provision for Pumping main
Borewell protection wall
provision for writing name board
Contingencies and P.S. other charges etc.,
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}
PRIYA (BID ID -1432434)
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