Construction, Testing and Commissioning of Bhalon MVS Water Supply Scheme with Rising main, Distribution Main and Distribution Pipe Line, 100 KL Capacity OHT and Tube Well, Pump House and FHTC etc. at Ramnagar Block District Nainital

Rates for Construction, Testing & Commissioning of Bhalon MVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, 100 KL Capacity OHT & Tube Well, Pump House & FHTC etc. at Ramnagar Block District Nainital.

Boulder Filled gallery (BFG) and Roughing filter COST OF RCC BFG

Excavation of earth mixed with shingle boulder etcrequierd use of specials T&P such as pickaxes etc, lift up to 2.3mtr including refilling of excavated earth into the renches side of the crosswall and disposal of surplus earth up to a distance of 30 m.

P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work

Centring and shuttering including strutting, roppingetc.and removal off or mfor Walls (anythickness) including attached pilasters,butteresses,plinthand string courses etc

RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduingsupply of allmaterial,labour,T&P required for proper completion of the job. Footing

Vertical Wall

MS work including cutting ,bending and fixing of 8mm diaMSbar, necessary centring shuttring and supply of all matetial, labour & T&P etc. complete.

RRStonemasonary in proportion of 1:4 cement, sand or bajri mortar including supply of all material,labour,T&Petc ,Required for proper complition of work.

Stone pitching where necessary including supply of all material,labourandT&Petc

Supply and fixing 32 mm dia for scour, outlet & wash out valves

Supply & fixing of 32 mm dia GI(M) Pipe for inlet, outlet connection

Supply & fixing of Perforated pipe for inlet 32 mm dia GI(M) Pip

Diversion of water of ChenagadGadhera having an average water around 66000 lpm by providing, pipes, sand bags, labour and all other unforseen items.

P.C.C. in 1:2:4 with cement, local sand and 20mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work

R.C.C R.F.

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

P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work.

Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job. Floor

Vertical Wall

MS work including cutting, bending anf fixing of 8 mm dia MS bar, necessary centring shuttring and supply of all matetial, labour & T&P etc. complete

Supply and fixing 32mm dia gate valve

Fixing of inlet, outlet washout and overflow, pipes complete 32 mm dia

Provide and lay filter media as coarse sand and graded pebbles in specified layers in RCC R/F Supply of coarse sand for filter media

6 to 25 mm dia

25 to 50 mm dia

Random robble masonry with hard stone in super structure including plinth leval and up to floor five leval, including up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone agreegrate 20 mm nominal size ) or window, grills , celling level and the likes . RR masonry below plinth

RR masonry above plinth

PCC above wall

CC blocks below plinth

EARTH WORK FOR CUTTING FILLING AND DISPOSAL OF SURPLUS EARTH( GRAVITY MAIN )

Excavation in pipe line trenches Excavation in ordinary soil (loom,clay sand )for pipe line trenches including lift up to 1.5m and lead up to 30m with blok ,filling, watering, romming of excavated earth in the trenches (25% of the total road )

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 (GRAVITY 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. MS ERW PIPE -4.8 mm thick 100 mm dia

Constraction of circular pillars for rising main

Valves & Valve Chamber (Rising Main /Gravity Main

Supplying, Installation, testing and commissioning of Non retern Valves Including Carting the same up to the site in work per engineering norms anywhere in uttarakhand C.I D/F sluice /gate valve pressure PN 1.0 100 mm dia

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. For in line pressure Transmeter in distribution network.

Over Head Tank /Glsr/CWR

Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( inkiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out 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. coveretc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2. The Cost of CWRs of corresponding capacities has been given in Rupees Praposerd of 100 KL CWR

Demolising of Existing 60 KL CWR

Demolishing RCC work manuaaly/by mechanical means

Demolishing stone rubble masonarymanuaaly/by mechanical means

Dismantling of Road

For Pipe Laying Dismantling of flexible pavement sanddisposal of dismantled material suptoa lead of 100m, stacking service able and unserviceable material sseparately as per Technical Specification Clause 202 (30% of Total Road)

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces notexceeding 0.02 Cumin volume and to ckpilingat designated location sanddisposal of dismantled materials up to alead of 1000m, stacking serviceable and unserviceable materials separately (30% of the total Road

Restoration of Road

For Pipe Laying ConstructionofUn-reinforced, Cement concretepavement, thickness as per design, over a prepearedsubbase with 43 grad ecementorany other type PCCG rade M-30, coarseandfineaggregatesconformingtoIS:383,maximumsizeofcoarseaggregatenotexceeding25mm,mixedinaconcretemixerofnotlessthen0.2cumcapacityandappropriateweighbatcherusingapprovedmixdesign,laidinapprovedfixedsideformwork(Steelchannel,layingandfixingofwedges,steelplatesincludinglevellingtheformworkandlayingandfixingof125micronthickpolythenefilm,asperdrawing),spreadingtheconcretewithshovels,rakes,compactedusingneedle,andplatevibrators,finishedincontinuousoperationandcuringofconcreteslabsfor14days,usingcuringcompoundwherespecifiedandwaterfinishingtolinesandgradeasperdrawingsandtechnicalspecifications.(30%ofthetotalroad)

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

Excavation in Pipe Line TrenchesExcavationinordinarysoil(loam,clay,sand)forfoundationincludingliftupto1.5Mandleadupto30MfillingwaterringandrammingofExcavatedtheearthintothetrenchesorintothesidesbetweenfoundationtrenchesorintotheplinth(25%ofTotalQuantity)

Excavationinsoilmixedwithshinglebouldresetc.requireingtheuseofspecialsT&P,ifany,forpipelinetrenchesincludingliftupto1.5Mandleadupto30Mwithbackfilling,waterringandrammingof 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 (PE100GradeCoumpound) Pipesasper IS:4984 and specification sfor water application, including all cost of material, labour required, transportation, loading, unloading & stacking G.I. PIPE CONFORMING TO IS : 1239 (PART-1) -2004 Medium Duty (Class 'B') 65 mm dia GI Pipe

80 mm dia GI Pipe .

100 mm dia GI Pipe

MSERW PIPE - 4.8mm thick 125 mm dia

Cartage of Material from Ramnagar to Site

Bypucca road

by kachcha road

Stacking of pipe

Valves & Valve Chambers (DISTRIBUTION MAIN)

Supplying and Installation of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand D.I. Air Valve Double Acting 50 mm dia

Supplying and Fixing of Pressure Control 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. 65 mm dia

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 in line pressure Transmeter in distribution network.

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.

Flow Meter

Providingandfixingenclosedtypewatermeter(bulktype)conformingtoIS:2373andtestedbyMunicipalBoardcompletewithbolts,nuts,rubberinsertionsetc.(Thetailpiecesifrequiredwillbe paid separately) : At Distribution For DMA 65 mm dia nominal bore

125mm dia nominal bore

ProvidingandfixingC.I.dirtboxstrainerforbulktypewatermeterwithnuts,bolts,rubberinsertionsetc.completeconformingtoIS : 2373 : 65 mm dia nominal bore

125mm dia nominal bore

Installation of Bulk Water meters &stariners 65 mm dia nominal bore

125 mm dia nominal bore

ConstructingmasonryChamber120x120x100cminside,inbrickworkincementmortar1:4(1cement:4coarsesand)forsluicevalve,withC.I.surfacebox100mmtopdiameter,160mmbottomdiameterand180mmdeep(inside)withchainedlidandRCCtopslab1:2:4mix(1cement:2coarsesand:4gradedstoneaggregate20mmnominalsize),i/cnecessaryexcavation,foundationconcrete1:5:10(1cement:5finesand:10gradedstoneaggregate40mmnominalsize)andinsideplasteringwithcementmortar1:3(1cement:3coarsesand)12mmthick,finishedwithafloatingcoatofneatcementcompleteasperstandarddesign:WithcommonburntclayF.P.S.(nonmodular)bricksofclassdesignation 7.5

Shifting of Existing Connection 150 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.

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 fixing of 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

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

Making New house connection 37 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.

C.P brass bibcock 15 mm dia

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

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

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 .

NIVEDITA DEVI