Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC 3412A KURINJI NAGAR NEAR METTUPATTI GATE THIRUKKATTALAI POST PUDUKKOTTAI 622 303 | PUDUKKOTTAI | PUDUKKOTTAI | TAMIL NADU | 622303 | L1 | Accepted-AOC Work order issued | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Not Registered with State Ground Water Unit, Puducherry |
Tender Value
₹17.2 L
EMD Value
₹34,459
Closing Date
13 Feb 2024, 4:00 pmClosed
Executive Engineer
Buildings and Roads Division, Public Works Department, Karaikal
Erection of deep bore well at newly constructed Combined Court Complex, Keezhaveli in Karaikal.
2024_PWDC3_15179_1
37-02/PW/BRK/2023-24
Open Tender
Civil Works
Item Rate
60 days
Karaikal
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹34,459
12 Mar 2024
6 Feb 2024
13 Feb 2024
6 Feb 2024
13 Feb 2024
6 Feb 2024
Amount
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -Upto 60 mts depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 60mts and upto 90 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method, including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 90mts and upto 120 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method, including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 120mts and upto 150 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, ater required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 150mts and upto 180 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 180mts and upto 210 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 210mts and upto 240 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method, including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 240mts and upto 270 mts. depth ending below ground level.
Drilling of borewell any where in Karaikal including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, ater required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 270mts and upto 300 mts. depth ending below ground level.
Reaming from 200 mm dia pilot bore to 350mm dia bore. Upto 60 mts depth ending below ground level
Reaming from 200mm dia pilot bore to 350mm dia bore. From 60 mts and upto 90 mts depth ending below ground level
Reaming from 200mm dia pilot bore to 350mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
Reaming from 200mm dia pilot bore to 350mm dia bore. From 120mts and upto 150 mts depth ending below ground level
Reaming from 200mm dia pilot bore to 350mm dia bore. From 150 mts and upto 180 mts depth ending from ground level.
Reaming from 200mm dia pilot bore to 350mm dia bore. From 180 mts and upto 210 mts depth ending from ground level.
Reaming from 200mm dia pilot bore to 350mm dia bore. From 210 mts and upto 240 mts depth ending from ground level.
Reaming from 200mm dia pilot bore to 350mm dia bore. From 240 mts and upto 270 mts depth ending from ground level.
Reaming from 200mm dia pilot bore to 350mm dia bore. From 270 mts and upto 300 mts depth ending from ground level.
Reaming from 300 mm dia pilot bore to 400/450mm dia. Upto 60 mts depth ending below ground level.
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 60 mts and upto 90mts depth ending below ground level
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 120 mts and upto 150 mts depth ending below ground level
Reaming from 300mm dia pilot bore to 400/450mm dia bore .From 150 mts and upto180 mts depth ending below ground level.
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 180 mts and upto 210 mts depth ending below ground level.
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 210 mts and upto 240 mts depth ending below ground level.
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 240 mts and upto 270 mts depth ending below ground level.
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 270 mts and upto 300 mts depth ending below ground level.
Charges for developing the borewells with air compressor of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor and conducting yield test by "V" Notch methods.
Supplying of UPVC plain casing pipe for borewells (Finolex /Jain / Supreme / True bore / Nandi) conforming to I.S. 12818 -1992 with relevent amendments with class designation 'CM' and with minimum wall thickness 10mm including transportation and stocking at site -200mm dia
Supplying of UPVC ribbed screen slotted pipe for borewells (Finolex /Jain / Supreme / True bore / Nandi) conforming to IS 12818 -1992 with relevent amendments with class designation 'RS' and with minimum wall thickness 10mm including transportation and stocking at site - 200mm dia
Supplying transportation and packing of 8mm size down gauge graded pebbles including filling the annular space gradually complete.The pebbles disintegrated pieces. should be free from any disintegrated pieces.
Supplying, transporting and packing of clay balls including filling the annular space gradually complete. The clay balls should be free from any sand particles.
Providing and fixing M.S. top cover suitable for UPVC pipes including the cost of materials and labour etc.
Providing and fixing of UPVC End Cap embedded in M.S. Cone suitable for UPVC casing pipe including the cost of materials and labour for jointing.
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .