Haripur Kalan Water Supply Scheme

Construction of Tubewell, OHT, Rising Main, Distribution System, Pumping Plant material supply, installation and related works under Streangthening of Haripur Kalan Water Supply Scheme

E&M Work - Tube well Assembly - Test bore 125mm dia, transportation of suitable truck mounted ODEX/DTH drilling rig machine, with all necessary accessories, Drilling of bore as per IS 2800-1979 using ODEX 115 (TuBE) Supply and fixing of suitable size casing shose suitable for ODEX drill.

Transportation of suitable truck mounted rig machine, air compressor, connected T&P and necessary accessories, casing pipe, tube e well assembly housing pipe etc including loading, unloading creation and leveling of rig machine upto site of work etc complete in all respect as per direction of Engineer in charge, required for drilling and develoment of T/W.

Erecction and Leveling of rig machine at site of work

Drilling of 550 mm dia bore by heavy duty direct rotary Rig machine in alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly. - 300 mm dia bia MSERW pipe 7.90 mm thick.

Blind and Threaded

Slotted &Threaded

300 mm Dia Bail Plug

300 mm Dia MS well cap

300 mm Dia MS clamp with nuts & bolts

Supply of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell orderd by the department.

Surrounding of pea gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department

Preparing & Lowering of tube well assembly starting from G.L. to the required dept including cutting, welding as reuired at sute complete with all T&P requited. - Fixing of 300 mm dia bail plug with nut & U- bolt

Lowering of 300 mm dia MSERW housing pipe (Plain & slotted pipe) as required

Fixing of 300 mm dia, 8.9 mm thick tube well cap

Fixing of 300 mmm dia M.S.D.I. housing clamp

Dismantling of rig machine and other equipments & cleareance of site after finishing the Job.

Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfactory of Engineering in Charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs

Development of T/W by the suitable submersible OP unit complete with lowering and lifting of pumping plant having suitable discharge including running of OP unit and yield testing of tube well by V notch at least for 30 Hrs to the satisfactin of Engineer In charge.

Arrangement of water for drilling of bore.

Supply of submersible pumping plant (Variable discharge 1000-1500 1pm at 160 m head.

Supply of 100 mm dia 5.8 mm thick flanged heavy duty MS D/F pipe,2 nos ISI gate valve, reflex valvem bend, MS D/F pipes etc. ss required.

Supply of fully automatic Pump control panel 90 HP with Scada system.

Supply & fixing 2x3x16 mm submersible cable conferming to IS:694:1990.

Installation, testing and commissioning of pumping plsnt and accessoris as required

Complete copper earthling ar tubewell .

Supply of 125 mm dia 5.6 mm thick flanged heavy duty MS column pipe.

Supple of 25mm thick rubber resistance insulated sheet of size 2mxlm.

Provision for electric connectin form UPCL (500 mtr length from main line)

Requirement of elecronically actuated, diaphragm operated, chemical metering pump, wall mounting suitable for delivering up to 6 liter of chemical solution per hour under maximim delivery pressure up to 6kg/ sq cm and suction lift not less than 1.5 meter with accessories.

Supply of ACTARIS bulk water meter module Woltez Class-B Magnerically coupled pre- equipped for remote reading 150 mm size.

Providing and Fixing gun metal non-return valve of approved quality (screwed end) - 80 mm nominal bore (Vertical)

Supply of servo Voltage stablizers 300-480-415 V 80 KVA

Provision for hydrological survey for propose tube well.

Pump and Related Electrical Items - IOT Based Water Monitoring System including all Sensors (Residual Chlorine sensors,Pressure sensor) ,Mechanical flow meter & all related items.

Civil Work - Pump House - 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.

Provide all materials, labour, T&P etc and construct boundary wall 2.00m height & iron grill over it, all round the tubewell & OHT campus to prevent the approach of unauthorised souls.

Provide all materials, labour, T&P etc and construct 3.60 m wide entrance gate with gate pillars for controlling approach to the area.

Rising Main & Related Components - 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)

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)

Proving 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. - 150mm dia DI pipe S&S K-9

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight)

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. - D.I Sluice/ Gate Valve - Pressure PN 1.0 - 150 mm dia

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. - D.I Sluice/ Gate Valve - Pressure PN 1.0 - 150 mm dia

Supplying of Non-Return Valves including carting the same upto the site of works per engineering norms anywhere in Uttarkhand - D.I Non Return Valve - Pressure PN 1.0 - 150 mm dia

Installation, Testing & Commissioning of Non Return Valves as per engineering norms anywhere in uttarakhand - D.I Non Return Valve - Pressure PN 1.0 - 150 mm dia

Supplying of Sluice Valves (Scouring purpose) 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 - D.I. Sluice Valve (Scouring purpose) (PN-1.00) - 65 mm dia

Installation, testing and commissioning of Sluice valve (Scouring purpose) as per engineering norms anywhere in uttarakhand. - D.I. Sluice Valve (Scouring purpose) (PN-1.00) - 65 mm dia

Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand - D.I. Air Valve along with Isolating valve - 80 mm Diameter

Installation, testing and commissioning of Air Valves as per engineering norms anywhere in uttarakhand. - D.I. Air Valve along with Isolating valve - 80 mm Diameter

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.

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 - At Source - 150mm

Over Head Tank - Supply 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 metre

Including Additional rates for staging per meter height beyond 12 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete. - 850KL OHT Staging 24.0M

Distribution Network & Related Components - For Pipe laying - Dismantling of flexible pavements and disposal ofdismantled materialsupto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 30%)

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 1000 m, stacking serviceable and unserviceable materials separately (Considering 30%)

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)

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)

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, completion of work with testing of pipe line including supply of Jointing materials & specials. HDPE pipe for water supply conforiming to IS:4984-1995 - 100 mm dia

75mm dia pipe

90mm dia pipe

110mm dia pipe

Providing of all materials, Carting from site store to site of work, Laying & Jointing of full length S&S Centrifugally cast ( spun) ductile iron pipes including supply of 'EPDM' rubber gaskets confirming to IS : 8329/2000 D.I. PIPE with testing of pipe linecomplete D.I. PIPE conforming TO IS: 8329/2000 D.I. PIPE S&S K-7 - 125mmdia pipe

150mm dia pipe

200mm dia pipe

250mm dia pipe

300 mm dia pipe

Valves & Chambers - 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.- D.I Sluice/ Gate Valve - Pressure PN 1.0 - 80 mm dia

100 mm dia

Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand. - D.I Sluice/ Gate Valve - Pressure PN 1.0 - 80 mm dia

100 mm dia

Supplying of Sluice Valves (Scouring purpose) 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 - D.I. Sluice Valve (Scouring purpose) (PN-1.00) - 80 mm dia

Installation, testing and commissioning of Sluice valve (Scouring purpose) as per engineering norms anywhere in uttarakhand. - D.I. Sluice Valve (Scouring purpose) (PN-1.00) - 80 mm dia

Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand - D.I. Air Valve along with Isolating valve - 80 mm Diameter

Installation, testing and commissioning of Air Valves as per engineering norms anywhere in uttarakhand. - D.I. Air Valve along with Isolating valve - 80 mm Diameter

Suppling & Fixing of fire hydrant valve IS 5290 (Flanged) including carting the same upto site of work and fixing the same and water supply line including the cost of valves, specials, labour and T&P complete in all respect - 80 mm diameter

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.

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- At Outlet of OHT - 150mm

Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.(Considering 20% of 2020 Households)

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

Supply of all labour, material required for interconnection of existing pipeline to new pipeline which might be damage during excavation and also shifting all existing connection to new water supply system from exisitng water supply system complete as per unit estimate and directed by engineer-in-charge 63mm to 150 mm size water pipeline

Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, 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.

Operation Maintenance & Pipe Testing - O&M for trial and testing of pipe

Testing of pipes (G.I, HDPE & DI) which includes a) Parameters (Physical & Chemical) b) Tensile strength properties Note:- Additional details were shown in attached Quotation