Public Works Department Tender
View complete overview of Puducherry PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date21 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 22,74,257
Costs
EMD
₹ 45,486Document Cost
₹ 525Tender Fee
Refer Documents
Summary
Erection Of Additional Deep Bore Well At South Oht, Vizhidiyur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWDC3_17780_1Tender No
31-01/IPH/TN/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pudutenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
Drilling of borewell any where in UT of Pondicherry 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.
30
1857
55719
... More
Drilling of borewell any where in UT of Pondicherry 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 150mts and upto 180 mts. depth ending below ground level.
30
1886
56586
... More
Drilling of borewell any where in UT of Pondicherry 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.
30
1947
58419
... More
Drilling of borewell any where in UT of Pondicherry 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.
30
2003
60102
... More
Drilling of borewell any where in UT of Pondicherry 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.
30
2073
62193
... More
Drilling of borewell any where in UT of Pondicherry 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 270mts and upto 300 mts. depth ending below ground level.
30
2119
63570
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Reaming from 200 mm dia pilot bore to 350mm dia bore. Upto 60 mts depth ending below ground level
60
433
25998
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Reaming from 200mm dia pilot bore to 350mm dia bore. From 60 mts and upto 90 mts depth ending below ground level
30
458
13764
... More
Reaming from 200mm dia pilot bore to 350mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
30
487
14631
... More
Reaming from 200mm dia pilot bore to 350mm dia bore. From 120 mts and upto 150 mts depth ending below ground level
30
503
15090
... More
Reaming from 200mm dia pilot bore to 350mm dia bore.From 150 mts and upto 180 mts depth ending from ground level.
30
520
15600
... More
Reaming from 200mm dia pilot bore to 350mm dia bore.From 180 mts and upto 210 mts depth ending from ground level.
30
559
16773
... More
Reaming from 200mm dia pilot bore to 350mm dia bore.From 210 mts and upto 240 mts depth ending from ground level.
30
638
19167
... More
Reaming from 200mm dia pilot bore to 350mm dia bore.From 240 mts and upto 270 mts depth ending from ground level.
30
655
19677
... More
Reaming from 200mm dia pilot bore to 350mm dia bore.From 270 mts and upto 300 mts depth ending from ground level.
30
671
20136
... More
Reaming from 300 mm dia pilot bore to 400/450mm dia.Upto 60 mts depth ending below ground level.
60
594
35682
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 60 mts and upto 90 mts depth ending below ground
30
666
19983
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
30
710
21309
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 120 mts and upto 150 mts depth ending below ground level
30
752
22584
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore .From 150 mts and upto180 mts depth ending below ground level.
30
783
23502
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 180 mts and upto 210 mts depth ending below ground level.
30
805
24162
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 210 mts and upto240 mts depth ending below ground level
30
824
24723
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Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 240 mts and upto 270 mts depth ending below ground level.
30
863
25896
... More
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 270 mts and upto 300 mts depth ending below ground level.
30
895
26865
... More
Charges for developing the borewells with air compressor of 600 CFM capacity including transportation labour and fuel charges for compressor and conducting yield test by "V" Notch methods
7
9015
63112
... More
Supplying of UPVC plain casing pipe for borewells 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
264
3512
927300
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Supplying of UPVC ribbed screen slotted pipe for borewells 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
36
4144
149189
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Supplying of MS centering guide of size 25 mm x 3 mm thickness suitable for 200 mm UPVC pipe.
1
180
181
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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.
16
5989
95829
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Supplying, transporting and packing of clay balls including filling the annular space gradually complete. The clay balls should be free from any sand particles
23
4282
98489
... More
Providing and fixing M.S. top cover suitable for UPVC pipes including the cost of materials and labour etc.
1
1006
1007
... More
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.
1
2031
2031
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