Construction of Ganga Nagri Sidcul Bahadrabad Water Supply Scheme of District Haridwar Including Supply Installation testing commissioning of Rising Main Distribution System Construction of Pump House Clear Water Reservoir Drilling Development of

Amount

Tube Well (Source) & Related Components Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth as per unit estimate. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work. Drilling of 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 complete as per items of unit estimate.

Transportation of suitable truck mounted rig machine, Air Compressor, O P Unit and camp equipages, connected T&P and necessary accessories, casing pipe, tube 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 TW

Errection and leveling of ring machine and barricading 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 (i) 300 mm dia MSERW pipe 7.90 mm thick

Blind & 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 gravel of size 1.6 mm to 4.8 mm

Surrounding of pea Gravels in between bore and tube well assembly upto entire depth of tube well ordered by the department

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. 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 mm thick tube well cap.

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

Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.

Development of TW by 350 PSI/1400 CFM Air compressor unit to the satisfaction 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 2000 LPM discharge approximate including running of OP unit and weld testing of tube well by V Notch atleast for 60 Hrs to the satisfactory completion of work.

Geological survey of site

Chemical & bacteriological testing of water sample

Pump and Related Item

Supply of submersible Pump set 65 B.H.P out put N.R.V size 125 mm 1380 LPM Total Head 87 Mtr.

Pump Plant & Acceseries Supply & Fixing of 100 amp. 3 phase with neutral FN type main switch with enclouser and HRC fuses.

Supply & Fixing of submersible Cppper cable 1x3x 16 sq.mm

Supply & Fixing of aluminum armored cable 35sq.mm 3.5 core

SUPPLY & FIXING OF MAIN PIPING AND VALVE OF 125 mm DIA HAVING FOLLOWING ITEM.

C class M S column pipe (confirming IS: 4270 or latest IS code) in 3 mt. length with interlocking arrangement. (flanged/socketed)

CI D\F PN-1.6 Sluice Valve with hand wheel

CI D\F PN-1.6 Reflux Valve.

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.

125 mm dia M.S.D.I. clamp set

Jointing material for wiring connection including lugs, thimble, insulation tapes etc.

Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 10Kg/Sq Cm.

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.

Supply of 5 ton capacity and 4.5 mt. lift chain pulley block

Supply of rubber resistance insulated sheet 2M x 1M x 25mm thick

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

SITC 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.

Injecting Doser

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

Installation of Electroniccally Controlled, Electrically Actuated,Diaphragm operated,Chemically Metering pump with All Accessories at site @10% Cost of Supply of Electronically controled,Electrically Actuated,Diaphragm Oerated,

Raw Water Rising Main & (OHT/ GLSR / CWR)Outside Village Water Supply Works

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.

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) inculding dressing of sides and ramming if bottoms. Lift upto 1.5m inculding getting out the excavated soil as directed within a lead of 50m all kinds of soil

Providing and laying in posistion cement concrete of specified grade excluding the cost of centring ans shuttening 1:5:10 (1 cement 5 coarse sand 10 graded stone aggregate 40mm nominal size

Steel reinforcement for R.C.C work including straghtening cutting bending placing in position and binding all complete. Mild steel and Medium Tensile steel bars.

Centering shuttering inculding struttings propping etc and removal of form work for columns piers abotrnents pitlars posts and struts columns.

Reinforced cement concrete work in walls (any thickness ) inculding attached pilasters buttresses plinth ans string courses fillets columns pilars plers abutments posts and struts etc upto floor five level excluding cost of centring shuttering finishing and reinforcement 1:1 5:3 (1 cement 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Brick work with F.P.S bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement :4 coarse sand )

Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 12.5mm nominal size

Steel reinforcement for R.C.C work including straghtening cutting bending placing in position and binding all complete. Mild steel and Medium Tensile steel bars. Lintel Beam

centering shuttering inculding struttings propping etc and removal of form workplinrh beam

Reinforced cement concrete work in walls (any thickness ) inculding attached pilasters buttresses plinth ans string courses fillets columns pilars plers abutments posts and struts etc upto floor five level excluding cost of centring shuttering finishing and reinforcement 1:1:5:3 ( 1 cement 1:5 coarse sand 3 graded stone aggregate 20mm nominal size

Brick work with F.P.S bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement :6 coarse sand )

Steel reinforcement for R.C.C work including straghtening cutting bending placing in position and binding all complete. Mild steel and Medium Tensile steel bars.

Cements and shuttering including strutting ropping etc and removal of form for Lintels beams plinth vrans girders bressumers and cantilevers

Cements and shuttering for Suspended floors roofs landings balconies and access platform

Steel reinforcement for R.C.C work including straghtening cutting bending placing in position and binding all complete. Mild steel and Medium Tensile steel bars.

Reinforced cement concrete work in beams suspendeds floors roofs having slope up to 15 degree landings balconies bands plain window sills staircases and spiral stair cases up to floor five level exculding the cost of centening shottering finishing and reinforcement with 1:1.5:3 (1 cement 1.5 graded stone 3 graded stone aggregate 20mm nominal size)

12mm cement plaster of mix 1:6 (1 cement 6 fine sand)

6mm cement plaster of mix 1:3 (1 cement 3 fine sand)

Provinding and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S gusset plates at the junctions and corners all neessary inculding applying a priming

Using flats 30x6mm for diagonal braces and central cross piece

40x40x6mm for diagonal braces

Provinding and fixing M.S Grills of required pattern in frames Ms grills fixed to steel window by welding 10mmx10mm square bar, Pattern Shall be give by Engineer incharge.

Providing and laying in posistion cement concrete of specified grade excluding the cost of centring ans shuttening 1:5:10 (1 cement 5 coarse sand 10 graded stone aggregate 40mm nominal size

Cements Concrete flooring 1:2:4 1(1 cements 2 coarse sand 4 graded stone aggregate) finished with floating coat of neat cement including the cost of nosing of steps ets complete 40mm thick with 20mm nominal size stone aggregate

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement 3 coars sand 6 graded stone aggregate 20mm nominal size over 75mm bed dry brick ballast 40mm nominal size well rammed and consolidate and grouted with fine sand including finishing the top smooth

Distempering with all bound washable distemper of approved brand and manufacture to give an even shade New work two or more coats over and including priming coat with cements primer Total area of plaster work (SI No 18+SI No 19) = 175.20

Painting steel work with deluxe multi surface paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @8.80ltr/ 10 sqm of appoved brand or manufacture

Structural steel work riveted bolted or welded in built up sections trusses ans framed work including cutting hoisting fixing in positionand applying a priming coat of approved steel primer all complete Steel Girder ISHB200 on roof

Demolishing RCC work manually by mechanical means inculding stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer in charge

Demolishing brick work manually by mechanical means including stacking of serviceablel material and disposal of unserviceable material within 50 metres lead per direction of engineer in charge

Provision of electrification work including supply of all required materiats labours T&P etc complete as per site condition as following Light point Fan point Power point

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.

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 compolete.

Earthwork for Cutting, Filling and Disposal of surplus Earth (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)

Providing and laying of Pipe (Rising Main)

Providing Of MS ERW Pipe Grade Yst 210 With Carting to site of Work, 125mm (4.8mm Thk)

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.

D.I. Sluice/ Gate Valve

Pressure PN 1.0

125 mm dia

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.

Over Head Tank/GLSR

Supply of all materials labour, T&P etc and construction of RCC O.H.T. of following capacities (in Kilolitres) and 18m 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 18.00 metre

Including Additional rates for staging per meter height beyond 18m height including cost of all metrials, labour, shuttering, scaffolding T&P complete.

OHT Staging 18.0 Mtr

Dismantling Existing Tank RCC & Disposed Of Malba Outside Of Water Work Campus. Note- iqjkuk lfj;k foHkkxh; LVksj esa tek djuk vfuok;Z gSA

Dismantling Pump House Brick Work & Disposed Of Malba Outside Of Water Work Campus Note- 60% iqjkuh bZaVs iz;qDr djuh gksxhA ftldh /kujkf'k ns;d ls dkVh tk;sxhA

Distribution Network & Related Components

Dismantling of Road

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%) JCB is not allowed

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.JCB is not allowed

Excavation for pipe line trenches in soil mixed with bajri, loam and calay including lift upto 1.5 m and lead upto 30m filling, watering and ramming of excavated earth into trenches for excavation JCB is not allowed and for rifling debris of dismantled CC payment is not allowed

Restroration of Road

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.

Carting from 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.

90 mm dia pipe

110 mm dia pipe

140 mm dia pipe

160 mm dia pipe

180 mm dia pipe

lSupply & Laying into trenches with true alignment lowering into trenches with true to alignment, Laying & Jointing of full lengths of DI Double flanged pipe K-9 completion of work with testing of pipe line including supply of Jointing materials & specials.

200 mm dia pipe

Valves & Valve Chambers (Distribution Main)

D.I. Sluice/ Gate Valve ISI marked

Pressure PN 1.0

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

25 mm Dia Air Valve

Fire Hydent

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.

House Hold Connection Including Material,Labour Complete.

M/S ANIL KUMAR GUPTA

SADAN CONSTRUCTION AND SUPPLIERS