Dhoolkot Water Supply Scheme

Construction of Dhoolkot Water Supply Scheme of District Dehradun : Including Supply, Installation, testing & commissioning of Rising Main&Distribution System, Construction of Pump House &Clear Water Reservior, Deplopment ofTube well &all appurtenance civil and E&M works etc complete under Jal Jeevan Mission Program.

1.0 Tube well ( Source) & related components - Tube well assembly - Transportation of suitable truck mounted rig machine, air compressor, OP unit, Camp equipage, 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 development 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.

Procurement of TW Assembly as below - 300 mm dia bia MSERW pipe 7.90mm thick - (a) Blind and Threaded

(b) Slotted & Threaded

300 mm Dia Bail Plug

300 mm Dia MS well cap, 8 mm Thickness

300 mm Dia MS clamp with nuts & bolts

Supply of pea gravels of size 1.6 mm to 4.8 mm and Surrounding of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department

Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfactory of Engineering in Charge to give sand freee 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 satisfaction of Engineer In charge.

Geohydrological survey of site

Arrangement of water for drilling of bore

Pump and Related Electrical Items. - Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB - Tube well -Zone-2 (Pump of 500 LPM dischage at 90 m head with 25 HP electric motor (TW to OHT-100 KL in zone-2))

Tube well -Zone-1 (Pump of 800 LPM dischage at 90 m head

Supply, testing, tagging, terminating and Jointing of ) core flat cable with bare bunched copper conductor insulated with PVC and sheathed with PVC for submersible pump motors with Voltage grade upto 1100 V generally confirming toIS 694-20 IO with late s t amendments of the following size. - 35 Sqmm 3 Core

SITC of Main Incomer panel comprising of TPN MCCB of rating suitable of following rating with Three phase voltmeter, Amp. Meter, CT, Mains indicating lamps etc. - 250 Amp, 3 Core

Auto Phase correction unit for following ratings - 110 Amp

Supply, testing, tagging, terminating and jointing of XLPE insulated PVC sheathed cable of 1.1 KV grade with Aluminium conductors armoured as per IS 7098 - 1 including terminations at hoth ends, testing, commissioning at site as per spcifications, complete in all respects - 70 Sqmm

Earthing of complete electrical equipment (GI Earth strip. GI earth plate etc. including digging of pit & Complete earthing in all respect as per IE rule , IS: 3043. including supplying and laying 25x5mm GI Strip 0.5 meter below ground with standard accessories.

415 V, A class, non-skid, high voltage insulation synthetic mat made from elctrometric polymer material, 1000mm wide, 2.0 mm thick. Dielectric strength 3300V for 1 minute, fire retardant, no adverse effect of transformer oil,. diesel, acids, alkali. High Tensile and Elongation properties, good mechanical strength to withstand load and movement of breaker trolley, as per IS 15652 with latest amendments

Shock treatment chart, duly laminated in Hindi (Local)- 1 No., and English language-1 N0.

First Aid Box with all essential medicines including wall mounted bracket

415 V, Aluminium. anodised Danger caution plate in Hindi ( local) and English languages with the sign of skull and bones in signal red colour on front side, as per IS 2551 with latest amendments.

CO2 type, portable Fire extinguishers, of size 5 Kg each, manufactured from CRCA sheets in all welded construction, body coated with glossy corrosion resistant epoxy powder coating, with inbuilt water proof pressure guage. with wall brackct, as per IS 2190 and IS 13849) with latest ammendments.

Supply of jointing materials such as lugs, Tapes etc.

Supply of main Piping and Valves compriging of following - 150 mm dia m.s. column Pipe assembly having thickness 7.1 mm both ends flanged complete 300 meter length ( 03 meter length x 100 nos.) painted with 2 coats of anti-corrosion bituminous black paint over 1 primer coat - M.S. D.F. Bend 90 Degree -02 Nos.- 150 mm dia Cl D/F Sluice Valve P.N.1.0 -02 nos. - 150 mm dia Cl D/F Reflex Valve -01 no.- M .S. D/F Distance Piece 2.00 m length -01 no.- M.S. D/F Tee -01 no. - M .S. Distance Piece 3.00 m long -02 nos. - Ventury -01 no. - M.S . DI Clamp Heavy Duty -01 Set - M.S. T/W Cap 150mmx300 mm -01 no. - Nut-bolts,Rubber/Fiber Packing for Joining above Pipes & Specials -01 Set -

Supply of 100 mm dial Pressure Gauge with control cock & fitting of range 0-10 Kg/Sqcm - 01 no.

Supply of following Tools required for maintenance of Pumping plants - DE Spanner Set -01 Set - Ring Spanner Set -01 Set - Screw drivers-2 nos - Pliers- 1 no. - hammer-1 no, - Pipe wrench-14"-1 no.- Cscrew wrench- 1 No - Toungue tester-1 No - Chain Wrench-100 mm-2 nos

Installation and commissioningof pumping plants with accessories inside the pump house but without civil works scuh as laying of foundation , cable trenches etc

Testing of pumping plants at site

Painting of entire insttalation with two coats of anti corrosion bituminous black paint over one primer coat super enamel paint as per direction of engineer -in-Charge

Industrial Grade electrification of Pump House and Pump House Camps with Copper wirino in UPVC conduit.

SITC on Turnkey Basis for fully Automatic Pump automation control panels of different capacities having intelligent unit having "FIELD PROGRAMMABLE LOGIC CONTROLLERS BASED , scada Operated Pump motar start , run , control , protect against faults automatically operated control & management system for Supervisiry control and Data acquisiton system at pumping water supply schemes & 2 Years Free of Cost. A.M.C for warranty period of following duties as per specifications sheet enclosed & suitable for intergration in the existing system including cartage from works from works of manufacturer upto site of work. - 25 HP

Supply Installation testing and commissioning three phase digital rolling contacts servo voltage stabilizers suitable for unbalanced voltage and unbalance load including fixing of proper size copper lugs on input and out put cables on both ends at different sites on turnkey basis including five year cost free maintenance. Input voltage 280V‐460V (phase to phase) Servo Voltage stablizers 300-460-415V 40 KVA (FOR 63 KVA) - 60 KVA

IOT Based Water Monitoring System including all Sensors (Residual Chlorine sensors,Pressure sensor) ,Mechanical flow meter & all related items.

INJECTING DOSER - Supply, Installation, Testing and Commissioning of Microprocessor based chemical dosing system suitable for providing automatically variable controlled dose of chemical to maintain required PPM of chemical with required accessories and 200 litres tank, wall mounting suitable for delivery up to 8 litters of chemical solution /sodium Hypo chloride solution per hours under maximum delivery pressure up to 5 kg/cm2 and Suction lift not less than 1.5 meter with accessories (i.e. Valve, Nozzle,200 litres PVC Tank etc complete)

Raw Water Rising Main & (OHT/ GLSR / CWR) Outside Village Water Supply Works - Pump House - Supply of all Materials, Labours etc. and Construct a Pump House With Size (3.50 m x 4.50 m) Above HFL on column along with attendant Room cum Chloronome in size (2.50 m x 1.30 m) Over Tube Well as per Design and Drawings, including Cost of all Labour & Fitting all Complete.

Supply of all Materials. Labours, T&P etc. and repairing of Existing Pump House.(@ 15% of construction of New Pump House)

Earthwork for Cutting , filling and disposal of surplus earth (Rising main) - Excavation in soil mixed shigle boulders etc for pipe line tenches including lift 1.5 M and lead upto 30 M with backfilling , watering, ramming of excavated earth in the trenches

Providing and laying of pipes (Rising Main) - Providing and Laying Double flanged (Screwed / Welded) Centrifugally Cast(spun) Ductile Iron Pipes of Class K-9 with true alignment & Jointing of full length including supply of packing confirming to iS: 5382 -1985 with testing of pipe line complete. DI Double Flanged Pipe K-9 - 100 mm dia DI K-9 Pipe

Supply of Specials @10% of the cost of pipes at Sl .No. 1

Valves & Valve Chambers (Rising Main) - Supply and Fixing of following sizes of sluice valves, lowering them into trenches and fixing the same on water supply line including cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember. Non Rising (P.N 1.60) - C.I. Sluice/ Gate Valve - Pressure PN 1.60 - 100 mm dia

Installation, testing and commissioning of C.I. Valves as per engineering norms anywhere in Uttarakhand - C.I. Sluice / Gate Valve - 100 mm dia

Constructing masonry Chamber for sluice valve (900x900) mm with a floating coat of neat cement complete as per standard design :With F.P.S. bricks

Over Head Tank / GLSR - Supply of all the materials, labour, T&P etc. complete and construction of an O.H.T. of following. Capacity and .. M staging with 1.00 m R.C.C. Stair Case from G.L. to balcony and from balcony to top dome 1m x 1 m R.C.C landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65 x 65 x 5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank. M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and washout pipes with necessary sluice valves, pipe pieces( including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. Cover, ventilator 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 8 MT/Sqm and staging 12.00 metre. - Zone-2 -100KL OHT /12.0M -Zone-2

Reparing Cost of the OHT of different zone - Zone-1 -90 KL CAPACITY

Thrust Block - Construction of Thrust Block of size 0.75 x 0.85 x 0.85 m complete in all respect. As per direction of Engineer-In-Charge

Testing of pipe samples

Cartage of pipe and special from Rail Head to site of work complete.

Flow Meter - Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. - Total of all Zones - EMF150 for DN 150 mm

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Bulk water meter, 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.

BOUNDARY WALL, STAFF QUARTER AND GATE - Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at water works required for proper completion of work.

Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.

Distribution Network & Related Components - Dismantling of Road For Pipe Laying - Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (As Per attached Sheet ) - Total Quantity of flexible pavement

Total quantity of katchi Patri

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. 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 up to a lead of 1000 m, stacking serviceable and unserviceable materials separately ( As per attach Sheet ) - Total of CC road

Restoration of Road - Construction of Un-reinforced , Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, Coarse and fine aggregate conforming to IS: 383, maximum size od coarse aggregate not exceeding 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.

Earthwork for Cutting , filling and disposal of surplus earth (Distribution network) - Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.(All zones)Total of all Zones PE-100 Grade. Normal Pressure (PN) in 8 kg/cm2 - 63 mm dia pipe

75 mm dia pipe

90 mm dia pipe

110 mm dia pipe

Providing of all materials ,carting from site store to site of work laying and jointing of G.I. Screwed-Medium Duty (Class "B") (Including supply of all jointing materials like specials, white lead hemp and oil etc.) in trenches with its cutting ,threading and testing of pipe line etc complete (external work) - 32 mm dia

40 mm dia

Providing 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 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line completed. PIPE CONFORMING TO IS : 8329/2000. (All Zones) - 100 mm dia Pipe

125 mm dia Pipe

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)

Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge. For Dia 100-125 mm (All zones)

Valves & Valve Chambers (Distribution network) - Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F CI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 Total of All Zones - C.I. Sluice Valves Pressure PN 1.0 - 65 mm dia

Installation, testing and commissioning of CI Valves as per engineering norms anywhere in Uttarakhand - C.I. Sluice / Gate Valve - 65 mm dia

Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F CI Scour valves of approved make & design standard of following dia complete including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. D/F Sluice Valves Confirming to IS: 14846-2000 (Kirloskar or equivalent) PN 1.0 - C.I. Scouring Valve PN-1.0 (TOTAL OF ALL ZONES) - 65 mm dia

Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same up to 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. Total of all zones - 80 mm diameter-

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 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 :

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 ZONE 2

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for scour sluice valve , with C.I. surface box 100mm 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 20mm 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

Flow Meter - Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. - EMF150 for DN 150 mm

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Bulk water meter, 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.

Supply of all labour, material required for restoring of existing house connection which might be damaged 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. - Total of all Zones

Barricading and Display Board - 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 30x5rnm 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.

House Connections - Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 5 metre length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works - 15 mm

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Heavy Duty (Class 'C'). (It will be used for those houses which are located beyond 5 meter from taping point) - 15 mm dia

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.

MITTAL MACHINES PVT LTD

M/S JEET SINGH TOMAR