Uttarakhand Jal Sansthan Tender
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Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Excavation
Eprocure
Opening Date1 Dec 2022
Closing Date12 Dec 2022
Tender AmountRefer Documents
Costs
EMD
₹ 51,300Document Cost
₹ 2,360Tender Fee
Refer Documents
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
2022_UKJS_52210_1Bid Award Id
ViewTender No
1897/Vividh-02/2022-23 dated 25.11.2022Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing & fixing centre guide all complete as per Engineer in-charge.
1
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Conducting electric logging for salinity test of water all as per direction of Engineer in-charge
1
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Boring/drilling bore well of required dia for casing/strainer pipe,bysuitable method prescribed in IS:2800(part1), Including collecting samples from different strate preparing & submitting strtata chart/bore log, including hire & running charges of all equipments,tools,plants & machineries required for the job all complete as per direction of engineer-in-charge,upto 90 mtr.depth below ground level.
All type of soil
300 mm dia
90
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Boring/drilling bore well of required dia for casing/strainer pipe,bysuitable method prescribed in IS:2800(part1), Including collecting samples from different strate preparing & submitting strtata chart/bore log, including hire & running charges of all equipments,tools,plants & machineries required for the job all complete as per direction of engineer-in-charge,upto 90 mtr & upto 150 mtr. depth below ground level
All type of soil
300 mm dia
30
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Gravel Packing in tubewell construction in accordance with IS:4097 Including providing gravel fine/medium/coarse in required grading & sizes as per actul requirement all complete as per direction of Engineer-in-charge.
25
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Supplying, assemblling,lowering & fixing in vertical position in bore well,ERW (Electric Resistance Welded)FE 410 mild steel screwed & socketed/pain ended casing pipe of required dia,conforming to IS:4270 of reputed & approveed make, including painted with outside surface with two coats of anticorrosive paint of approved brand & manufacture including requireed hire & labour chareg, fitting & accessories all complete for all depths as per direction Engineer-in-charge.
200 mm noominal size dia having minimum wall thickness 5.40mm
60
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Supplying, assemblling,lowering & fixing in vertical position in bore well,ERW (Electric Resistance Welded)FE 410 Plain slotted (having slot of size 1.6/3.2mm) mild steel threaded & socked/plain bevel ended pipe (type A) of required dia,conforming to IS:4270 of reputed & approveed make, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand & manufacture including requireed hire & labour chareg, fitting & accessories all complete for all depths as per direction Engineer-in-charge.
200 mm noominal size dia
40
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Development of tube well in accordance with IS:2800 (part-II) & IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor for required capacity air compressor,running the compressor for required time till well is fully developed measuring yield of well by "V" notch method or any other approved method measuring statlc level & draw down etc.by stop draw down method collecting water samples & getting tested in approved laboratory i/c disinfection of tublewell all complete Including hire & labour charges of air compressor,tools & accessories etc, all as per requirement & direction of Engineer-in-charge.
50
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Providing & fixing suitable size threaded mlld steel cap or spot welded plate to the top to bore well housing/casing pipe,removable as per requirement all complete for borewell of.
200 mm dia
1
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Providing & fixing M.S clamps of required dia to the top of casing/housing pipe of tubewell as per IS:2800 (part-I)Including necessarybolts & nuts of required size complete.
200 mm dia
1
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Providing & fixingBail piug/Bottom plug of required dia to the bottom of pipe assembly of tublewell as per IS:2800 (partI)
200 mm dia
1
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Supply of Energy Efficient Submersible Pumpsets of Various Duty Parameters Make KSB.
Pump of 150-500 LPM discharge at 150 m Head with 25 HP electric motor (TW-1to OHT-1)
1
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Supply & installations of Dry Auto trensformer start ATS type starter cum panel for submersible motors including capacitor for opreation on 400 Volts+/- 10% three phase 50 c/s Ac supply complete with Cu bus bar internal interconnection & compprsing of AUTO TRANSFORMER STARTER Electronic over load single phasingreverse phasing protection relays & under & under voltage protection calss CT Time delayed capacitor duty contractor lamp door switch with complete internal connection by copper wire & should be suitable integrate Multi function power for following duties of Pump motors.
(5-25)
1
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Pumping plant accessories for tube wells including earthining material,piping & valves gauges required tools for maintanence chain pully block 2 ton capacity rubber resistance sheet testing of plant at site & painting installations etc per unit estimate complete.
1
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Supply & fixing of minirtu system for automation.
1
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PUMP HOUSE
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Cost of building (S/S) For 2.90 m ht.
12
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Less for height of floor above normal ht.of 2.90 m i.e for 10 cm height
12
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Internal Electric Installations
12.5
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Extra for Lightning Conductor
0.25
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ABSTRACT OF COST OF RAISING MAIN
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Supplying, assemblling,lowering & fixing in vertical position in bore well,ERW (Electric Resistance Welded)FE 410 Plain slotted (having slot of size 1.6/3.2mm) mild steel threaded & socked/plain bevel ended pipe (type A) of required dia,conforming to IS:4270 of reputed & approveed make, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand & manufacture including requireed hire & labour chareg, fitting & accessories all complete for all depths as per direction Engineer-in-charge.
100 mm nominal size dia
600
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Excavating trenches of required for pipe,cables,etc including excavation for sockets & dressing of side ramming of bottoms depth. Upto 1.5 m including getting out the excavated soil & then returing the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming watering etc, 7 disposing of surplus excavated soil as directed within a lead of 50 m.
Pipe,cables etc exceeding 80 mm dia,but not exceeding 300 mm dia in All kind of soil
145.8
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Pipe,cables etc exceeding 80 mm dia,but not exceeding 300 mm dia in Ordinary Rock.
48.6
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Cartagage of following pipe, specials,Values & fittings from rail head Kathgodan up to site of work including loading unloding & staking complete. By truck distance 30 KM
1
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By head load distance 0.5 Km
1
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Providing & laying in position cement concretee of specifiled grade excluding the cost of centering & shuttering-All work up to plinth level.
1:4:8(1 cement:4 coarse sand (Zone-III)derived from natural source 8:graded stone aggregate 40 mm nominal size derived from natural source
3.24
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Random ruble masonry with hard stone in foundation & plinth including levelling up with cement concreat 1:6:12 (1 cement: 6coarse sand: 12 graded stone aggregate 20 mmnominal size)upto plinth level with:
Cement motar 1:6 (1 Cement: 6 coarse sand)
14.58
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UNIT ESTIMATE FOR DRILLING OF TEST BORE 125 MM
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Transportation of Rig Machine,Air compressor O.P.Unit camp equipages connected T&P & necessary material erequired for driling up to site of work,Including loading unloading etc.complete.
1
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Drilling of Borehole as per IS 2800-1979 using ODEX 115 (tube) attachment required FOR drilling in alluvial boulder pebbles graves rock stone stick clay etc 120 mtr.depth
120
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Supply & fixing of suitable size casing shoe suitable for ODEX drilling & made from EN-24 steel
1
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Dismentaling of Rig machine & other equipments & clearence of site after completion of work.
1
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