Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Dec 2024
Closing Date3 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,20,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Drilling Tubewell And Construction Of Pump House Under Khatadi 1150kl Tank Perimeter In Ramnagar Block.
Description
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Contact
Tender Id
2024_UKJS_78954_2Tender No
2800/E-nivida/71 Dated 18-12-2024Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Drilling of 550 mm dia bore by heavy duty direct rotary Ring machine in alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly.
210
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Procurement of TW assembly as below (i) 300 mm dia MSERW pipe 7.90 mm thick (a) Blind & Threaded.
180
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(b) Slotted & threaded.
30
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(ii) 300 mm Dia Bail Plug.
1
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(iii) 300 mm Dia MS Well cap.
1
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(iv) 300 mm Dia MS Clamp with nuts & Bolts.
1
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(v) Supply of pea graval of size 1.6 mm to 4.8 mm
80
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(vi) Surrounding of pea Gravels in between bore and tube well assembly upto entire depth of tube well ordered by the department.
210
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Preparing & lowering of tube well assembly starting form G.L to the required at site complete with all T&P required. (i) Fixing of 300 mm dia bail plug with Nut & U-Bolt.
1
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(ii) Lowering of 300 mm dia MSERW housing pipe (Plain & Slotted pipe) as required.
210
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(iii) Fixing of 300 mm dia, 8 mm thick tube well cap.
1
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(iv) Fixing of 300 mm dia M.S.D.I housing clamp.
1
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Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.
1
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Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfaction of Engineering in charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs.
100
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Development of T/W by the suitable submersible OP units complete with lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tube well by V Notch atleast for 60 Hrs. to the satisfactory completion of work.
60
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Pump and Related Electrical Items - Pumping Plant accessories for tube wells including earthing material, column pipes & valves, gauges, testing of plant at site and painting entire insttlalationetc. as per unit estimate complete.(as per unit estimate) Industrial Grade electrification of Pump House. M.S. Pipe 6" (150mm)dia 7.1 mm thick
110
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Supply and fixing of M.S. Flenge 6"Ø.
42
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Earthing of complete electrical equipment (GI Earth strip, GI earth plate etc. including digging of pit & Complete earthing in all respect as per IE rule, IS: 3043, including supplying and laying 25x5mm GI Strip 0.5 meter below ground with standard accessories.
1
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First Aid Box with all essential medicines including wall mounted bracket
1
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Supply of jointing materials such as lugs, Tapes etc.
1
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Supply of 100 mm dial Pressure Gauge with control cock & fitting of range 0-10 Kg/Sqcm -01 no.
1
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Testing of Pumping Plants at Site
1
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Painting of entire installation with 02 coats of anti corrosion bituminous black paint over 1 primer coat Super Enamal Paint as per direction of Engineer Incharge
1
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Fuse Carrier unit with board 320 Amp
3
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Supply installation, commissioning and testing of 150 HP star delta starter panel indoor
type having enclosure made up of CRCA sheet steel with 2 mm thickness 10 tank
process powder coated to shade RAL-7035 having PU (Polyurethere gasket) at door IP54 with certification from CPRI . Make of Starter Panel: BCH (As Per QUOTATION)
1
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Shunt Capacitor 15 KVAR
1
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Double break fuse switch 320 Amp
1
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Industrial Grade electrification of Pump House.(as per unit estimate) Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A
6
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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2x2.5 sq. mm + 1x2.5 sq. mm earth wire
15
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2x4 sq. mm + 1x4 sq. mm earth wire
15
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Supply and fixing of Piano type 5 amp switch on the existing switch board.
6
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Supply and fixing of 3 pin 5/6 amp socket outlet on the existing switch board.
1
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Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
2
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Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
1
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Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole
4
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Supply and Fixing of Double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. (40A)
1
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Supply and Fixing of bulk head light Bajaj/Philips/equivalent make
2
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Supply anf Fixing of 40 W tube light complete in all respect (Bajaj/Philips/equivalent make)
2
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Supply anf Fixing of 14 watt CFL on above fitted Holder (Bajaj/Philips/equivalent )
2
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Supply anf Fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete.
2
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Pump House-Construction of pump house(as per unit estimate) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
15
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
4
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)
10
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Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6
coarse sand) :6.3.1 With F.P.S.(non modular) bricks
5
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12 mm cement plaster: 1:4 (1 cement : 4 coarse sand)
40
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15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
50
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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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2
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1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40
2
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Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fastsin cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.Door chowkhats
2
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Window chowkhats
2
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Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) :35 mm thick
4
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform
10
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Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
50
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
50
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Twisted steel/ deformed TMT bars Fe-500D
1
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EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (RISING MAIN)ExcavationinPipeLineTrenches(OverAllQuantityi.e.OrdinarySoil and soil mixed with single boulders) : 150 mm dia DI K-7 Pipe.
28.8
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PROVIDING AND LAYING OF PIPES (RISING MAIN) Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. 150 mm dia DI K-7 Pipe.
30
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Valves & Valve Chambers (Rising Main / Gravity Main) Supplying, Installation, testing and commissioning of Non Return Valves Including Carting the same upto the site of workas per engineering norms anywhere in uttarakhand.C.I D/F Non Return Valve Pressure PN 10:150 mm dia
1
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C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) 150 mm dia
1
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Constructing masonry Chamber 60x60x75cm inside, in brick work in cement mortar 1:4 (1cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 x 160 x 180 with chained lid and RCC top slab 1:2:4 mix (1cement: 2 coarses and: 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete1:5:10 (1cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1:3 (1 cement: 3coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(nonmodular) bricks of class designation 7.5. For different types of valves.
2
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Supply, installation, Testing and commissioning of Three Phase Digital rolling contact servo voltage stabalizer suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lugs on input and output cabels on both ends at differnt sits on Turn key basis including five year free maintaince Input voltage 280-460 volts(phase to phase) Capacity 180 Kva
1
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Supply installation, testing and commissioning of ISI Marked 4 core copper flexible cable as per IS: 694:1990 revised as IS: 694:2010 with latest amendments for proper completion of work including 5 years cost free maintenance.70 sq.mm
20
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