Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date16 Dec 2021
Closing Date28 Dec 2021
Tender AmountRefer Documents
Costs
EMD
₹ 3,07,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UKJS_40049_27Bid Award Id
ViewTender No
2142/JJM/ Dated-29.11.2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
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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 from GL to 100 mtr. BGL
100
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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
40
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Supply and lowering of 300 mm dia MSERW fin cut slotted pipe,
60
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Supply & fixing of 300mm dia, 8mm thick tubewell cap.
1
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Supply & fixing of 300mm dia M.S.D. housing clamp and Grider se
1
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Supply & fixing of 300 mm dia Bail plug.
1
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Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well.
85
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Development of tubewell by 350 PSI/1100 CFM Air compressor
70
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Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.
60
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Geological survey of site
1
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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 Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB Pump of 800 LPM dischage at 75 m head with 20 HP electric motor (TW-1 to OHT-1)
2
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SITC of Smart Pannal software based star delta smart motor control panel with over load & under volt relay,capacitor indicator etc. Complete in all respect with two year cost free maintenance. (16-40)HP
1
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Pumping Plant accessories for tube wells including earthing materials per unit estimate complete.
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Supply of 100 amp. 3 phase with neutral FN type main switch with enclouser and HRC fuses.
1
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Supply of submersible cable 1x3x 16 sq.mm
50
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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
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CI D\F PN-1.6 Reflux Valve.
1
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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
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150 mm dia M.S.D.I. clamp set
2
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Jointing material for wiring connection including lugs, thimble, insulation tapes etc.
1
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Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 10Kg/Sq Cm.
1
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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
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Supply of necessary tools and spanners such as DE Spanner Set -01 Set,Ring Spanner Set -01 Set,Screw Drivers -02 nos.,Pliers -01 no.,Hammer -01 no.,Pipe Wrench 14 inch -01 no.,Screw Wrench -01 no.,Tong Tester -01 no.,Tong Tester -01 no..
1
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Supply of rubber resistance insulated sheet 2M x 1M x 25mm thick
1
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SITC of Chlorine Dozing pump
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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 Electronically control Dozer Injector (10% of Total cost)
1
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Rising Main & (OHT/ GLSR / CWR)Outside Village Water Supply Works 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.
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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
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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
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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.
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
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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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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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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.
35
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Provide all Materials, Labour, T & P etc and construct 3.60 m Wide Entrance Gate with Gate Pillars for controlling approach to the area.
1
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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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Rising Main
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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)
17.69
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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)
5.44
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Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying OF MSERW Pipes grade Yst 210, jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe line (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line complete.100 mm dia MSERW Pipe(5.2mm thick)
35
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Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.
-
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D.I Sluice/Gate valve Pressure PN 1.6 100 mm Dia
1
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D.I Non Return Valve Pressure PN 1.0 100mm 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.
2
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Supply,Installation,Testing and Commissioning of Full Bore Electromagnetic Flow Meter for Lines of followoing Sizes Comprising of Flow Tube Sensor with Transmitter cum Display unit and facility to provide data communication signal over Modbus 485 Port Pulse output and 4-20mA Signal output with Flanges, Clamps etc.100mm Dia
1
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Construction of RCC OHT 150 KL OHT Staging 18.0MSupply of all materials labour, T&P etc and construction of RCC O.H.T. of following capacities (in Kilolitres) and 12m staging with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1M x 1M R.C.C., landing at suitable locations and railed with 3 rows of 20mm dia G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, from top to the floor inside of tank, M.S. M.H. cover with locking arrangement, lightining conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60m wide apron, painting on tank body vertical pipes, ladder, M.s. M.h. cover, ventillator column etc, complete with approved water proofing (apex)/ enamel paint, testing, filling water for testing purpose etc, including supply of vertical pipes and specials, assuming bearing capacity as 10MT/M² staging 12.00 metr.Including Additional rates for staging per meter height beyond 12 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete.150 KL OHT Staging 18.0M
150
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Distribution Network & Related Components
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Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
5.4
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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 30%)
68.64
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1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
102.96
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Excavation in Pipe Line Trenches
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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)
3414.87
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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)
1137.81
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Providing & Laying of pipe
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HDPE pipe for water supply conforiming to IS:4984-1995
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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
7871
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75 mm dia pipe
3152
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90 mm dia pipe
602
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110 mm dia pipe
1136
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D.I. pipe conforiming to IS:8329/2000Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete.D.I Pipe S&S K-7
-
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150 mm dia pipe
92
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SITC of D.I. Sluice/ Gate Valve , Pressure PN 1.0
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Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.
-
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50mm dia
1
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80 mm dia
1
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150 mm dia
1
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D.I. Air Valve along with Isolating valve
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80 mm Diameter
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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Providing and making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
440
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
10
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