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
₹ 2,48,300Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Construction Muhamadpur Panda 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_41Bid Award Id
ViewTender No
2570/JJM2021-22/07.01.2022Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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. Supply and lowering of 200 mm dia MSERW fin cut plain pipe 7.9 mm thick as per IS code 4270
110
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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. Supply and lowering of 200 mm dia MSERW fin cut slotted pipe, 7.9 mm thick as per IS code 4270
40
-
-
200 mm dia bail plug
1
-
-
200 mm dia MS tube-well cap (8 mm Thick)
1
-
-
Supply & fixing of 200 mm dia M.S.D.I. housing clamp & girder set
1
-
-
Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well.
50
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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.
40
-
-
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.
40
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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) 10 B.H.P out put N.R.V size 100 mm 500 LPM Total Head 60 Mtr.(T/W to OHT)
2
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-
Supply of 100 amp. 3 phase with neutral FN type main switch with enclouser and HRC fuses.
1
-
-
Supply of submersible cable 1x3x 16 sq.mm
50
-
-
Supply of aluminum armored cable 35sq.mm 3.5 core
15
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-
SUPPLY OF MAIN PIPING AND VALVE OF 100 mm DIA HAVING FOLLOWING ITEM.
-
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-
C class M S column pipe (confirming IS: 4270 or latest IS code) in 3 mt. length with interlocking arrangement. (flanged/socketed)
42
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-
CI D\F PN-1.6 Sluice Valve with hand wheel
2
-
-
CI D\F PN-1.6 Reflux Valve.
1
-
-
MS D\F pipe of 1.5 Mt. length- 2 Nos, MS D/F pipe of 1.0 Mt. length-1 No., Ventury - 1 No, Tee-1 No, CI D\F bend-2 Nos, TW Cap-1 No., Packing & nut bolt etc. - 1 Lot.
1
-
-
100 mm dia M.S.D.I. clamp set
2
-
-
Associated Items for wiring connection including lugs, thimble, insulation tapes etc.
1
-
-
Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 10Kg/Sq Cm.
1
-
-
Installation of pumping plants and accessories.
1
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-
Earthing with G.I Earth plate of 600mmx600mmx 6mm size including accessories and providing masonry enclosure with providing and fixing 25mmx5mm GI strip on surface or in recess for connections with charcoal, salt as required.
1
-
-
Supply of necessary tools and spanners
1
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-
Supply of rubber resistance insulated sheet 2M x 1M x 25mm thick
1
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-
Supply of 2 Ton Chainpully block with 4.5mtr. Liffting capicity
1
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-
Supply, Installation,Testing and commisioning Of Three Phase Digital Rolling Contact Servo Voltage Stabilizer Suitable for Unbalance Voltage & Unbalance Load including Fixing Of Proper size Copper Lugs on Input and output Cable On Both ends At Different Sites on Turnkey Basis Including 5 Year Cost Free Maintenance . Suitable For Rectify Voltage Range (280-460 Volt) To 415 Volt For Trouble Free Operation Of Pumping Plant 20 kva
1
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-
SITC Software Based Star Delta Smart Motor Control Panel With Over Load & Under Volt Relay Earth Fault Relay, Capacitor Indicator Etc. Complete In All Respect With Two Year Cost Free Maintenance. 20 HP
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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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.
20.56
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
7.89
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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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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 :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.51
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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 F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.5
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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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
5.5
-
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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)
9.2
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-
R.C.C. 1:1.5:3 with Cement, Coarse sand and 20mm gauge stone ballast in Roof slab and sun shade etc excluding supply of reinforcement and its bending but including its fixing, binding cost of binding wire necessary centring and shuttering etc and moulds all other material, labour, T&P etc required for proper completion of work
4.65
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
1.03
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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
41
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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
-
-
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.
240
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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.
123.86
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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
-
-
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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-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
18.7
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
22.18
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-
Supply of all Materials, Labours, T&P etc. and Renovation Pump House with size as per design and drawings, including cost of all Labour & Fittings all complete.As Below
-
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Providing, fabricating & fixing in position MS door using 40x40x6mm MS angle iron for door frame and 40x40x5mm for shutter frame, horizontal & diagonal bracing, cladded on both side with 18 Gauage MS sheet with MS flat lugs embedded into brick in cement concrete blocks, providing and applying two or more coats Synthetic enamel paint over two coats of approved primer, providing and fixing necessary hardware fittings like tower bolts, hinges, locking arrangements etc., complete
5
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-
Dismantling of existing flooring including stacking of serviceable material and disposal of unserviceable material as per directed by Engineer-in -charge.
20
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52 mm thick cement concrete flooring with concrete hardener topping,
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the
20
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-
Oil Bound Distemper:
Oil bound washable distemper of approved brand and conforming to IS:428 shall be used. The primer where used as on new work shall be cement primer or distemper primer. The primer coat shall be applied with a brush. The surface shall be finished as uniformly as possible leaving no brush marks. After the primer coat has dried for at least 48 hours, the surface shall be lightly sand papered to make it smooth for receiving the distemper, taking care not to rub out the priming coat. All loose particles shall be dusted off after rubbing. One coat of distemper diluted with thinner, as stipulated by the manufacturer, shall be applied with brushes in horizontal strokes followed immediately by vertical ones which together constitute one coat. The subsequent coats shall be applied in the same way. Two or more coats of distemper shall be applied over the primer coat to obtain an even shade.
70
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-
Providing and applying 100% heat insulating & thermal resistant, high quality, decorative external Emulsion paint coating of approved make (Asian (Apex), Burger (Weathercaat), Nerolac (Excel) etc.) including a priming coat on the surface and applying by brush two subsequent coats of paint of approved shade, colour, texture & design. The rate shall include erection of scaffolding at all levels, applying three coats at an interval of 4-6 hours between each coat etc.
530.04
-
-
P/A Enamel: The enamel paint shall satisfy in general requirements in specification of oil paints, Enamel paint shall conform to I.S.2933-1975.
80
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-
Electrification of pump house :- Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVC conduit (as per details enclosed).
1
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Construction of Boundary wall :- Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, All Round the Tube Well & O.H.T Campus to prevent the approach of unauthorised souls (as per details enclosed).
50
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-
Provide & Fixing of MS Gate :- Provide, Fabricating & Fixing in position MS Gate using 40X40X3.2 mm Hollow Tube 25X25X2.6 mm for mid portion @ 5" C/c Including cutting welding Grinding and applying two or more coat synthetic enamel paint one coat of approved primer with all nessary hardware fitting like tower bolts hinges, locking arrangement etc complete(as per details enclosed).
1
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-
Rising Main
-
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Rising Main :- Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
27
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-
Providing Of all Material With Carting to site of Work, Lowering Into Trenches With True To alingement Laying Of MS ERW Pipe Grade Yst 210 Jointing By electric Welding process with proper grade of electrode suitable for jointing of water supply pipe lines ( Andor, L&T or Equivalent Electrode ) By cutting of pipe and making required bends by welding completion of work with testing of the pipe etc Complete. 100 mm (4.8 mm Thk )
50
-
-
Supplying & Fixing Of Following Size Of Valve IS 14846 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 D.I. Sluice/ Gate Valve, Pressure PN 1.6. 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.
1
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-
OHT Leakage Rapair
-
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Chisel the crack to V groove of Linch into 1 cm clean the groove to remove all loose laitance & wash with water after surface preparation apply seal coat on mortar.
250
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-
Water proofing treatment with fixing of 20 mm dia, 230 mm long @ 1m c/c for injecting/ grounting of cement paste mixed with sika latex SBR 100 water proofing compound with manualy/ hydraulic pumping machine including making V Groove (3" x 6") and cleaning of joint by wire brush and water then three layer coating of water proofing compound sika make SBR100 mixed with cement (1:2) & 2 to 3 mm thick including three layer of 50 mm each layer maintain 6 hour difference in each layer with cement mortar 1:3 with marbal dana & stone dust mixed with Molic powder + Rainttite + Cemcrets + mixed together as per lika manual) including water proofing paint of SBR 100 solution over treated surface including all materials, labour, T&P etc. complete in all respect.
94.2
-
-
Supply & Fixing of M.S. Ladden in OHT i/c supply of all material, labour, T&P etc.
1.5
-
-
Supply & Fixing of Ventilator Jalli including supply of all material, labour, T&P etc.
1
-
-
Scaffolding to do the repair work & painting of the OHT including supply of all material, labour, T&P etc.
488.27
-
-
Wall painting with plastic emulsion paint of approved brand two or more coast external surace of the material complete excluding cost of scaffolding (Qty. same as on scaffolding)
269.97
-
-
Painting two or more coats of synthetic enamel paint on the steel surface of OHT including supply of all material, T&P etc. complete.
9.33
-
-
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%)
356.96
-
-
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)
2889.66
-
-
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.
356.96
-
-
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
3891
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-
75 mm dia pipe
714
-
-
90 mm dia pipe
559
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-
110 mm dia pipe
244
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-
140 mm dia pipe
143
-
-
160 mm dia pipe
115
-
-
( 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
6
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-
65 mm dia
2
-
-
80 mm dia
2
-
-
100 mm dia
1
-
-
125 mm dia
1
-
-
150 mm dia
1
-
-
( SITC of D.I. Air 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.
-
-
-
25 mm dia
2
-
-
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.
15
-
-
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
351
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-
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