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Construction Ofakodha Mukaramatpur Water Supply Scheme Of District Haridwar Including Supply Installation Testingand Commissioning Of Rising Main And Distribution System Construction Of Pump House And Clear Water Reservoir Drilling And Development Const, Haridwar-Uttarakhand

Drinking Water And Sanitation Department has published Construction Ofakodha Mukaramatpur Water Supply Scheme Of District Haridwar Including Supply Installation Testingand Commissioning Of Rising Main And Distribution System Construction Of Pump House And Clear Water Reservoir Drilling And Development Const. Submission Date for this Tender is 16-12-2021. Reservoir Tenders in Haridwar Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

30126584
Construction Ofakodha Mukaramatpur Water Supply Scheme Of District Haridwar Including Supply Installation Testingand Commissioning Of Rising Main And Distribution System Construction Of Pump House And Clear Water Reservoir Drilling And Development Const
Open Tender
Indian
Uttarakhand
Haridwar
16-12-2021

Tender Details

Construction Ofakodha Mukaramatpur Water Supply Scheme Of District Haridwar Including Supply Installation Testingand Commissioning Of Rising Main And Distribution System Construction Of Pump House And Clear Water Reservoir Drilling And Development Construction Of Akodha Mukaramat Pur Water Supply Scheme Of District Haridwar Including Supply Installation Testingand Commissioning Of Rising Main And Distribution System Construction Of Pump House And Clear Water Reservoir Drilling And Develop

Key Value

Document Fees
INR 4720 /-
EMD
INR 325900.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Akodha Mukaramatpur WaterSupply Scheme of District Haridwar : Including Supply, Installation, testing & commissioning of Rising Main & Distribution System, Construction of Pump House & Clear Water Reservoir, Drilling & Development of Tube well & all appurtenance civil & E&M works etc. complete under Jal Jeevan Mission Program.
Sl. No. Item Description
1Drilling,Boring & Development Of Tube Well (Source) & Related Components
2Transportation of Rig Machine, 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.
3Errection and levelingof ring machine and barricading at site of work `
4Dismantling of ring machine and clearance of site after satisfactory completion of work
5Drilling of borehole by Dual rotary/ DR/ DC-RC/Percussion Rig machine.Drilling of 600 mm dia borehole from GL to 150 Mtr BGL
6Preparing & 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.
7Supply and lowering of 300 mm dia MSERW fin cut plain pipe 7.9 mm thickas per IS code 4270
8Supply and lowering of 300 mm dia MSERW fin cut slotted pipe, 7.9 mm thickas per IS code 4270
9300 mm dia bail plug
10300 mm dia MS tube-well cap
11300 MM Diax200 MM Dia Reducer
12Supply & fixing of 300 mm dia M.S.D.I. housing clamp & girder set
13Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well.
14Development 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.
15Development of TW by suitable size of OP Unit as below including Erection of OP Unit and camp equipageat site of work. Running of D.G. Set, running of OP Unit for development and yield test of tube well.
16Geological survey of site
17Chemical & bacteriological testing ofwater sample
18Pump & Related electrical items
19Supply of Submersible Pump sets of various duty parameters, IS:8034 (2002) (a)30B.H.P out put N.R.V size 125 mm 1100 LPM Total Head 60 Mtr.(T/W to OHT)
20Supply of 100 amp. 3 phase with neutral FN type main switch with enclouser and HRC fuses.
21Supply of submersible cable 1x3x 16 sq.mm
22Supply of aluminum armored cable 35sq.mm 3.5 core
23SUPPLY OF MAIN PIPING AND VALVE OF 125 mm DIA HAVING FOLLOWING ITEM.
24C class M S column pipe (confirming IS: 4270 or latest IS code) in 3 mt. length with interlockingarrangement.(flanged/socketed)
25CI D\F PN-1.6 Sluice Valve with hand wheel
26CI D\F PN-1.6 Reflux Valve.
27MS D\F pipe of1.5Mt. 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.
28125 mm dia M.S.D.I. clamp set
29Associated Itemsfor wiring connection including lugs, thimble, insulation tapes etc.
30Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 10Kg/Sq Cm.
31Installation of pumping plants and accessories.
32Earthing 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 connectionswith charcoal, salt as required.
33Supply of necessary tools and spanners
34Supply of rubber resistance insulated sheet 2M x 1M x 25mm thick
35SITC SANV Make 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.30HP
36Supply 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 Than1.5 Meter With Chemical Dosing Tank And Accessories .
37Installation 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.
38Supply 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
39Earth 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.
40Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
41Plain 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.
42Providing 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)
43Reinforced 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).
44Brick 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)
45Providing 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)
46Brick 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)
47R.C.C. 1:1.5:3 with Cement, Coarse sand and 20mm gauge stone ballast inRoof slab and sun shade etcexcluding 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
48Steel 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.
49Cement 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. complete40 mm thick with 20 mm nominal size stone aggregate
50Providing 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.
51Structural 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.
52Providing 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
5312 mm thick plaster in 1:6 Cement , Coarse sand mortar including supply of all material, labour and T&P.
54Distempering 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
55Finishing 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)
56Painting 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
57Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
58Electrification of pump house :- Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVCconduit (as per details enclosed).
59Construction 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).
60Provide & 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).
61Rising Main
62Rising 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)
63Providing 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. 125 mm (4.8mm Thk )
64Supplying & Fixing Of Following Size Of Valve IS 14846Including 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 chamberD.I. Sluice/ Gate Valve, Pressure PN 1.6.125 mm dia
65Constructing 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.
66Supply 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 1MR.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 metreIncluding Additional rates for staging per meter height beyond 12 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete.(200 KL OHT Staging 18.0M)
67Distribution Network & Related Components
68Dismantling 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%)
69Excavation 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)
70Construction 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.
71Proving 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:4984-1995completion of work with testing of pipe line including supply of Jointing materials & specials.(PE-100, Normal Pressure(PN)-6 in 6 kg/cm2)
7263 mm dia pipe
7375 mm dia pipe
7490 mm dia pipe
75110 mm dia pipe
76140mm dia pipe
77160mm dia pipe
78( 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:14846-2000Including 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.
7950 mm dia
8065 mm dia
81Constructing 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.
82House Connection-Providing & making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe upto5 metre lengthincluding supply & fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
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