Construction, Testing and Commissioning of Vijaypur Dhamola MVS Water Supply Scheme at Kotabagh Block District Nainital

Rates for Construction, Testing &Commissioning of Vijaypur Dhamola MVS Water Supply Scheme at Kotabagh Block District Nainital.

Tube well Assembly

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. TW-1 Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete.

Drilling of bore 225 mm dia with sinking of 200mm diapipe by ODEX 236 system from GL. To 200m B.G.L.

200 mm dia MSERW finecut pipe 7.1 mm thick as per ISS 1239/4270 with tolrence as per manufacture norms in the nominal length 3.00m each

200 mm dia MSERW finecut pipe 7.1 mm thick as per ISS 1239/4270 with tolrence as per manufacture norms in the nominal length 3.00m each

Casing shoe of EN-24 steel as per odex attachment suitable for 200 mm dia

200 mm dia MS wellcap

Flashing of tubewell by air compressor

Installation and lowering of submercible pumping plant and dismantling after work and welding of well cap

Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.

Dismantling of submercible OP unit lowered with 100 mm dia MS column pipe upto 80 mtr. Depth and proper stacking the M.S. column pipe and site clearance after completion of work and welding of cap.

Chemical test of water sample

Hydrological survey of tubewell

Pump and Related Electrical Items.

Supply of Energy Submersible Pumpsets of various duty parameters, as per IS:8034-2002 and IS9283-1995 BPH 333/7 +HBC 413 (KSB) Pump of 500 LPM dischage at 130 m head with 40 HP electric motor (TW-1 to OHT-1A)

Supply of 7.5 tone Cap. And 10 m lift chainpulyblok

SCADA SYSTEM

Supply, Installation, Testing and commissioning (SITC) on turnkey basis for Fully Automatic Pump atomation control panels of different capacities having intelligent unit having FIELD PROGRAMMABLE LOGIC CONTROLLERS based SCADA Operated Pump Motor Start, Run Control Protect against Faults Automatically operated Control & management system for supervisory Control and data Acquisition System at punching water supply schemes & Two years Free of cost A. M. C for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from work of manufacture upto site of work:- 50 HP

INJECTING DOSER

Supply & Installation of Electronically controlled,Electricallyactuated,diaphragmoperated,chemical metering pump,wall mounting suitable for deliveing up to 6 Litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0KG/cm2 and suction lift not less than 1.5 meter with accessories.

Pump House

Excavation of earth in foundation in soil mixed Shingle, bajri etc. including lift upto 1.50 M. and lead upto 50 M. filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 M from the centre of the foundation treches, including labour, T&P etc. all complete.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete (IN FOUNDATION AND PLINTH)

12 mm thick plinth plaster 1:2 PC Mortar.

First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete in super structure including necessary cutting & moulding of bricks as required & also including honey comb brick work.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

12 mm thick P.C Plaster 1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete.

Same as above but rough cast finish plaster in 1:4 cement and coarse sand.

R.C.C 1:1.5:3 with cement, coarse sand and 20 mm gauge sotne ballast in lintatals sunshades doors and window sills excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire including supply of all materials, labour, T&P for proper completion of work.

Centering& Shuttering for slab, sill & sun shead

TMT steel or iron work in plain work such as R.C.C work wrought to required shape including supply of steel & its bending.

Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work.

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Same as above but 25 mm thick PCC 1:2:4 flooring over 75 mm 1:4:8 base concrete.

Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters.

Providing and fixing panelled or paneeled glazed shutersfor window 35 mm thick shutters.

Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work.

White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work.

Distempering with oil bound washable distamper of approved brand 2 coats with primer.

Supply and fixing of RS joist of 250 mm x 125 mm size and 4.1 m long in position.

Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house.

Supply and laying kota stone tile in floor.

Supply and fixing of Khapral in sloppy roof slab of Varandah.

Supply and fixing of white ciremictile in inner side of wall upto door level of pump house.

Boundry wall

Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Centering shuttering including struttings, propping etc. and removal of form work Lean Concrete

Iron Gate

Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

M.S. work in heavy size such as build up gates doors, frames etc wrought to required from including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing required for proper completion of work

Acrylic smooth exterior paints three coats on pillars

Painting two coats of approved paint over one base (priming coat) on new surface of Gate and Pillars

Centering shuttering including struttings, propping etc. and removal of form work For CC work

EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (RISING MAIN)

ExcavationinPipeLineTrenches(OverAllQuantityi.e.OrdinarySoil and soil mixed with Single boulders) Excavation in Pipe Line TrenchesExcavation in soil mixed with Single bouldres etc. requireing the use ofspecialsT&P,ifany,forpipelinetrenchesincludingliftupto1.5Mandleadupto30Mwithbackfilling,watering,rammingofexcavated earth in the trenches.

PROVIDING AND LAYING OF PIPES (RISING MAIN)

DI conforiming to IS:8329/2000 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. MSERW PIPE - 4.8mm thick 200 mm dia DI K-7 Pipe

Valves & Valve Chambers (Rising Main / Gravity Main

Supplying, Installation, testing and commission in go f Non Return Valves Including Carting the same up to the site of work as per engineering norms anywhere in uttarakhand C.I. D/F Non Return Valves Pressure PN 1.0 200 mm dia

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar1:4 (1cement:4coarses and) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom dia meter and 180 mm deep (inside) with chained li dand RCC top slab 1:2:4mix (1cement: 2coarse sand: 4 graded stone aggregate 20 mm nominal size) ,i/c necessary excavation, foundation concrete 1:5:10 (1cement:5finesand:10graded stoneaggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement:3coarsesand) 12 mm thick, finish ed with a floating coat of neat cement complete as per standard design :With common burnt clayF.P.S.(non modular) bricks of class designation 7.5

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 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. Proposed OHT 70 KL OHT Staging 18.0M

Thrust Block

Thrust Block (Details attached as separate estimate) 100mm dia (bend 22.5°, 45°, 90°) 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.

PCC in 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), T&P etc. for proper completion of work

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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).

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Dismantling of Road(For Pipe Laying)

Dismantling of flexible pavements and disposal ofdismantledmaterialsuptoalead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (20% of total road)

EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (DISTRIBUTION MAIN)

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 (25% 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.(75% of Total Quantity)

PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN)

Supply, Laying, Jointing, Field Testing, Commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipes as per IS:4984 and specifications for water application, including all cost of material, labour required, transportation, loading, unloading & stacking Normal Presure (PN) in 10 Kg /sqm mediam duty class b 63 mm dia HDPE pipe

75 mm dia HDPE pipe

90mm dia HDPE pipe

110mm dia HDPE pipe

125 mm dia HDPE pipe

Supplying and filing in plinth with sand under floor ,including watering ,romming ,consolidating and dressing complete

Cartige of meterial from ramnagar to site

Carting of Material by mechinical means/manual including its loading unloading complete include stacking By pucca road for 22 km

By kaccha road for 1 km

Stacking of pipe

Valves & Valve Chambers (DISTRIBUTION MAIN)

75 mm dia HDPE pipe

90mm dia HDPE pipe

125 mm dia HDPE pipe

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 in line pressure Transmeter in distribution network.

Flow Meter

Providing and fixing enclosed type watermeter (bulktype) conforming toIS:2373 and tested by Municipal Board complete with bolts, nuts, rubber in sertions etc.(The tail pieces required will be paid separately) : At Distribution For DMA 75 mm dia nominal bore

90 mm dia nominal bore

125mm dia nominal bore

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber in sertionsetc.complete conforming to IS : 2373 75 mm dia nominal bore

90 mm dia nominal bore

125mm dia nominal bore

Installation of Bulk Water meters &stariners 75 mm dia nominal bore

90 mm dia nominal bore

125mm dia nominal bore

Constructing masonry Chamber 120x120x100 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

Shifting of FHTC's for 83 Nos.

Making connection with the existing ms galvanised mains of upto 25 mm nominal dia including cutting and threading of pipe bailing out water fixing, if required, specials and testing etc. complet but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main

Paroviding of C.I. mouth, brass ferrule 15 mm dia

Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixingof GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials

MS clamp 125mm dia/80mm dia with 15mm dia socket

GI elbow 15 mm dia

GI union 15 mm dia

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. 15mm dia pipe

Support Structure for FHTC connection to provide strengthing .structure might be of brickwork with plastering or by using 90mm dia PVC pipe filled with concrete as per the engineer -

New Private Connection (15 m) for 46 Nos.

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,watering and ramming of Excavated earth in the trenches

Paroviding of C.I. mouth, brass ferrule 15 mm dia

Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials

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. 15mm dia pipe

C.P. Brass bibcock 15 mm

MS clamp 125mm dia/80mm dia with 15mm dia socket

GI elbow 15mm dia

GI Union 15mm dia

Support Structure for FHTC connection to provide strengthing .structure might be of brickwork with plastering or by using 90mm dia PVC pipe filled with concrete as per the engineer -

Voltage stablizer

Supply, installation, Testing and commissioning of Three Phase Digital rolling contact servo voltage stabalizer suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lugs on input and output cabels on both ends at differnt sits on Turn key basis including five year free maintaince Input voltage 280-460 volts(phase to phase Capacity 63 Kva

M/S VIDDUT KUMAR JAIN