Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date19 Jul 2024
Closing Date31 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 1,75,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UKJS_73745_1Bid Award Id
ViewTender No
1592/ E-Nivida/42 Dated 15.07.2024Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Boring of tubewell by heavy duty rig machine including sinking, lowering, lifting of casing pipe as below 600 mm dia.
200
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Preparing and lowering of TW assembly (MSERW Housing plain ended blind/slotted pipe of following sizes) starting from ground level to the required depth ordered by the department including cutting, welding as required at site complete with all T&P required.300mm dia. 7.90 mm thick blind pipe.
200
-
-
Fixing of 300 mm dia, 8mm thick tube well cap
1
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-
Shrouding of pea gravels in between bore and tube well assembly up to entire depth of tube well ordered by the department.
200
-
-
Development of TW by 350 PSI/1100CFMair compressor unitto the satisfaction of Engineer in charge to give sand free discharge and proper packing of pea gravels,at least for 35 hrs.
100
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-
Development of tube well by the suitable submersible OP unit complete with lowering and lifting of pumping plant having 1500lpm discharge approximate including running of OP unit and yield approximate including running of OP unit and yield testing oftube well by 'V' notch,at least for 35 Hrs. to
60
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-
Dismantling of rig machine and clearance of site after satisfactory completion of work.
1
-
-
Procurement of TW assembly as below
-
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-
Fixing of 300 mm dia M.S.D.I. housing clamp,
1
-
-
Supply of pea gravels of size 1.60mm to 4.80mm [π/4{(D X D)-(d X d)}] So Quantity of Pea Gravels is - 0.212*200=42.4cum.
80
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-
Supply and fixing of 300mm dia. 8 mm thick Well cap
1
-
-
Supply of 300mm dia. MS ERW blind pipe 7.9mm thick (as per Deptt. rate)
170
-
-
Supply of 300mm dia. MSERW slotted pipe 7.90mm thick (as per Deptt. rate+10%for slotting)
30
-
-
300 mm dia bail plug
1
-
-
Supply and Fixing of 300mm dia. MS heavy duty Housing clamp with nuts & bolts
1
-
-
Supply and fixing of 300 mm dia. bail plug with nut and bolt as required.
1
-
-
MS COLUMN PIPE ASSEMBLY,MOTOR PUMP SET AND OTHER REQUIRED NECESSARY ITEMS
-
-
-
Supply of 150 mm dia MSERW pipe wall thickness 7.9 mm
60
-
-
Excavation in ordinary soil for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling , watering ,ramming of excavated earth in the trenches
36
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-
Laying and Jointing of 150 mm Dia 7.9 mm Thick MSERW pipe with the help of Electric Welding
60
-
-
Supply of 125MM dia of M.S. Column Pipe 4.3 mm thick, 3M long, both side flanged, suitable for lowering of pump sets including akll complete
15
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-
Supply of Rubber packing for submersible flanges
31
-
-
Supply of M.S. nut-bolts of suitable sizes
35
-
-
Supply of Tee 150x150x150 mm dia
1
-
-
Supply of Reducer 150x125 mm dia with flange
1
-
-
Supply of C.I. Bend 90° 150 mm dia both side flanged
4
-
-
Supply of 125 mm dia M.S. Flange
30
-
-
Supply of 150 mm dia C.I. Sluice Valve Both end Flanged
2
-
-
Supply of 150 mm dia C.I. Non Return valve Both end Flanged
1
-
-
Supply of 125 mm dia M. S. Clamp
2
-
-
Fixing and Lowering of column pipe Assembly into borewell
1
-
-
Supply of 80 mm dia M.S. Tripod
1
-
-
Supply of energy efficient submersible pump set of verious duty perameter as per IS: 8034-2002 and IS: 9283-1995 with letest amendments Discharge 1500 LPM 75 mtr head
2
-
-
S/O chain pully block of 3.0 Tonne capacity 4.5 Mtr Lift spur gear tested on 3.0 tonne load
1
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator) /manual in foundations 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 kind of soil.
1200
-
-
Providing, Lowering into trenches with true to alignment laying & jointing of full lenghts of HDPE Pipes of specified grade as per IS: 4984-1995 and specifications, with testing of pipe line including supply of jointing materials PE-100 Grade PN-6 90 mm .
2000
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix.
180
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to Plinth level
1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size )
120
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-
1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
120
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