Public Works Department Tender
View complete overview of Puducherry PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Aug 2024
Closing Date5 Sep 2024
Tender Amount₹ 16,18,281
Costs
EMD
₹ 32,366Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDC2_16437_1Bid Award Id
ViewTender No
09/PHD/2024-25/03Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pudutenders.gov.in
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Documents
BOQ Items
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 120mts and upto 150 mts. depth ending below ground level.
30
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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 150mts and upto 180 mts. depth ending below ground level.
30
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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 180mts and upto 210 mts. depth ending below ground level.
10
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. Upto 60 mts depth ending below ground level.
60
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Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 60 mts and upto 90 mts depth ending from ground level
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 90 mts and upto 120 mts depth ending from ground level
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 120 mts and upto 150 mts depth ending from ground level
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 150 mts and upto 180 mts depth ending from ground level
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 180 mts and upto 210 mts depth ending from ground level
10
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-
Reaming from 300 mm dia pilot bore to 400/450mm dia. Upto 60 mts depth ending below ground level.
60
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 60 mts and upto 90 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 120 mts and upto 150 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 150 mts and upto 180 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 180 mts and upto 210 mts depth ending below ground level
10
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-
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.
10
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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
145
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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
45
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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.
63
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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.
17
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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.
8
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Providing and fixing M.S. top cover suitable for UPVC pipes including the cost of materials and labour etc.
1
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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
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Supplying of electrically operated wet type submersible motor and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in UT of Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(15 HP Submersible motor and pumpset).
2
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Supplying and fixing one set wall mounting / standing type panel board of size 900mm x 300mm x 150mm of M.S. angle (30mm x 30mm x 6mm). The panel should have suitable arrangements for fixing Voltmeter, Voltmeter selector switch, Ammeter, Ammeter selector switch, 3 Nos of Indicator, 3 Nos of flush type switch, 3 Nos of flush type fuses, 3 Nos of incandescent bulbs, 3 Nos of C.T. Coil etc. including wiring with 4 sqmm and 1.50 sqmm copper wire - 100 Amps TPN main switch.-15HP to 20HP
1
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Supplying and fixing of 10KVAR power capacitor (CG/L&T/Siemens make) for 17.5/20 HP motor complete.
1
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Supplying and fixing of fully automatic air break star-delta starter range for 20A to 33A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc., complete.- 30 HP pumpsets
1
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Supplying and fixing of 1x3x6 sqmm (single run) PVC insulated copper submersible flat flexible cable of Finolex make complete.-12.5HP to 20HP pumpset
300
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Supplying and laying of 40mm dia. PVC pipe (Class 3 - PN 0.6 Mpa) conforming to IS 4985 : 2000 for inserting submersible cable from borewell to starter.
30
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-
Supply and fixing of 80/100 mm dia M.S. erection clamps of size 80 mm x 12 mm with bolts, nuts, washer etc, completed.
2
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Supplying,fixing and lowering into the borewell high tensile threaded PVC column pipes which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-75/80 mm dia
90
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Supplying and fixing of C.I. adopter which is to be connected to submersible pump delivery pipe.-75/80 mm dia
2
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Supplying and laying of 16mm dia nylon rope for holding of motors.
200
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-
Erection, testing and commissioning of motor and pumpset complete.The rate includes obtaining electricity service connection from Electricity Department also.
1
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Testing including transporation of standby submersible motor and pumpset.
1
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Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
28
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
28
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Providing and laying Ductile Iron Double flanged pipes of class K9 (Electro steel/Sripipes/ Jindal/ Electrotherm) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at UT of Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -100mm dia.
36
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Providing and fixing in position flanged standard D.I. specials (Electro steel/Sripipes /Jindal/ Kiswok) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia.
110
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Providing flanged joints to double flanged C.I./D.I. pipes and specials including necessary bolts, nuts, rubber insertion and testing of joints etc.,complete - 100mm diameter pipe.
20
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Providing and fixing C.I. Ball type non return valve (PN 1) conforming to IS 318 & IS 1363, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.
1
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Providing and fixing C.I. sluice valve (PN 1.6) (with handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.
3
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