Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date26 Feb 2022
Closing Date22 Mar 2022
Tender AmountRefer Documents
Costs
EMD
₹ 1,78,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Construction Of Banjarawala Water Supply Scheme Of District Haridwar Including Supply Installation Testing And Commissioning Of Rising Main And Distribution System Construction Of Pump House And Clear Water Reservoir Drilling And Development
Description
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Contact
Tender Id
2022_UKJS_41892_20Bid Award Id
ViewTender No
2570/JJM2021-22/07.01.2022Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
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Documents
BOQ Items
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Dismantling of ring machine and clearance of site after satisfactory completion of work
1
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Drilling of borehole by Dual rotary/ DR/ DC-RC/Percussion Rig machine.Drilling of 600 mm dia borehole from GL to 150 Mtr BGL
150
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Preparing & lowering of tube well assembly starting from G.L to the required depth including cutting, welding as required at site complete with all T&P required.
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Supply and lowering of 300 mm dia MSERW fin cut plain pipe 7.9 mm thick as per IS code 4270
110
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Supply and lowering of 300 mm dia MSERW fin cut slotted pipe, 7.9 mm thick as per IS code 4270
40
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300 mm dia bail plug
1
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300 mm dia MS tube-well cap
1
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Supply & fixing of 300 mm dia M.S.D.I. housing clamp & girder set
1
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Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well.
80
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Development of TW by 250 PSI/900 CFM Air compressor as below including Erection of compressor at site of work. Running of compressor for development and testing of tube well.
72
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Development of TW by suitable size of OP Unit as below including Erection of OP Unit and camp equipage at site of work. Running of D.G. Set, running of OP Unit for development and yield test of tube well.
80
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Geological survey of site
1
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Chemical & bacteriological testing of water sample
1
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Repairing of existing T/well
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Transportation of , Air Compressor, O P Unit and camp equipages, connected T&P and necessary material required for drilling up to site of work, including loading, unloading etc. complete.
1
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300 mm dia MS tube-well cap
1
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Supply & fixing of 300 mm dia M.S.D.I. housing clamp & girder set
1
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Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well.
35
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Development of TW by 250 PSI/900 CFM Air compressor as below including Erection of compressor at site of work. Running of compressor for development and testing of tube well.
15
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Development of TW by suitable size of OP Unit as below including Erection of OP Unit and camp equipage at site of work. Running of D.G. Set, running of OP Unit for development and yield test of tube well.
15
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Chemical & bacteriological testing of water sample
1
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Pump & Related electrical items
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Supply of Submersible Pump sets of various duty parameters, IS:8034 (2002) (a) 20 B.H.P out put NRV Size 100 mm 750 LPM Total Head 58 Mtr.(T/W to OHT)
2
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SITC of three phase rolling contact servo voltage stabilizer 50 KVA capacity with input voltage range 300 to 480 with constant output of 415+/-1% complete in all respect ONAN Type.
1
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Supply of Electronically controled,Electrically Actuated,Diaphragm Oerated, Chemical Metering Pump,Wall Mounting suitable for Delivering Upto 10 Litre of Chemical solution/Sodium Hypo chloride solution Per hour Under maximum Delivery pressure up to 10 Kg/cm2 & Suction Lift Not Less Than 1.5 Meter With Chemical Dosing Tank And Accessories .
1
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Installation of Electroniccally Controlled, Electrically Actuated,Diaphragm operated,Chemically Metering pump with All Accessories at site Of work.Injector And NRW With PVC pipes etc.200 ltr. Capacity PVC tank,Starter Cum Panel,Single Phase Automatic Stabilizer, Chlorine Testing Kit Etc.
1
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Supply of all Materials, Labours, T&P etc. and construct a New Pump House with size (3.60 m x 3.0 m) as per design and drawings, including cost of all Labour & Fittings all complete.As Below
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Plain Cement Concrete 1:3:6 with 20 mm gauge stone ballast, Course sand and Cement in foundation and floors, including supply of all material labour and T&P, required for proper completion of work.
3.08
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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) : 3 graded stone aggregate 20 mm nominal size).
0.44
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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)
1.82
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate
17
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Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.
0.5
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Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
119.2
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Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
5.04
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12 mm thick plaster in 1:6 Cement , Coarse sand mortar including supply of all material, labour and T&P.
123.03
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
60.8
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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 Sqm)
63.06
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Pa+34:42
suitable shade with ordinary paint of approved brand and manufacture
63.06
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OHT Leakage Repair & renovation in Water Retaining Structure
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Repairing & renovation of existing OHT capacity 100 KL asper detail enclosed
1
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Distribution Network & Related Components
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 50 m, stacking serviceable and unserviceable materials separately (Considering 50%)
95.27
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Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity)
843.54
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Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type CC (1:2:4), coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
95.27
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Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE pipes,conforiming to IS:4984-1995 completion of work with testing of pipe line including supply of Jointing materials & specials.(PE-100, Normal Pressure(PN)-6 in 6 kg/cm2)
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63 mm dia pipe
800
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75 mm dia pipe
500
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90 mm dia pipe
110
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110 mm dia pipe
244
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PIPELINE LEAKAGE REPAIR
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Providng of all materials,including carting , lowering into trenches with true to alignment, Laying & Jointing,conforiming to IS:4984-1995 completion of work with testing of pipe line including supply of Jointing materials AS D-JOINTS,nut bolt & one meter length of HDPE pipe .(PE-100, Normal Pressure(PN)-6 in 6 kg/cm2) but excluding of demolishing , reconstruction of road , earth excavation & refilling.
70
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( SITC of D.I. Sluice/ Gate Valve , Pressure PN 1.0) Supplying & Fixing Of Following Size Of CI / DI DF sluice vaives (equivelant to kirlosker make) confirming to IS:14846-2000 Including Carting The Same Upto site Of work and Fixing The Same in water supply lines including cost of valve,specials labour and T&p Complete in all respect but excluding the cost of earth work and construction of chamber.
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50 mm dia
1
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65 mm dia
1
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80 mm dia
1
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100 mm dia
1
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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
4
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House Connection-Providing & making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe upto 5 metre length including supply & fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
655
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