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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC 1 II CROSS MGR NAGAR NETTAPAKKAM PUDUCHERRY 605 106 | PONDICHERRY | PUDUCHERRY | 605106 | L1 | Accepted-AOC AOC | |
| 2 | L2₹6.5 L+₹20,364 (3.25%)Rejected-Finance PUDUCHERRY PUDUCHERRY PUDUCHERRY | PONDICHERRY | PUDUCHERRY | 605001 | L2 | Rejected-Finance PARANJOTHI is a second lowest tenderer. hence Rejected |
Tender Value
₹6.8 L
EMD Value
₹13,600
Closing Date
26 Dec 2023, 4:00 pmClosed
Executive Engineer, PHD, PWD, Puducherry
Executive Engineer, PHD, PWD, Puducherry
Sinking of a new tubewell by replacing the defunct source at Malattar P.S. No. 6 (near Iyyanar Koil), Ranga Reddy Palayam Road, Nettapakkam Village in Nettapakkam Commune, Puducherry
2023_PWDC2_14575_1
41/PHD/2023-24/04
Open Tender
Civil Works - Water Works
Item Rate
30 days
Uppalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹13,600
19 Jun 2025
18 Dec 2023
27 Dec 2023
18 Dec 2023
26 Dec 2023
18 Dec 2023
Amount
Drilling of borewell any where in Pondicherry including transportations 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, construction 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 Pondicherry including transportations 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, construction 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 Pondicherry including transportations 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, construction 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.
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. Upto 60 mts depth ending below ground level.
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 60 mts and upto 90 mts depth ending from ground level
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 90 mts and upto 120 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 90 mts 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
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
Lowering of UPVC plain casing pipe / ribbed screen slotted pipes into the borewell including cost of cleaning material, fixing of M.S centering guide size of 25mm x 3mm thick suitable for 200mm dia UPVC pipe, including cost of labour for positioning of assembly for lowering purpose using rig.
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.
PARANJOTHI
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