Construction, Testing and Commissioning of Khanwal Katan Zone-I (MVS) Water Supply Scheme at Haldwani Block District Nainital

Rates for Construction, Testing & Commissioning of Khanwal Katan Zone-I (MVS) Water Supply Scheme with Bore of Tubewell, Pumping Plant, Rising main, Distribution Main & Distribution Pipe Line, FHTC, Pump House, ,Boundary Wall, Miscellaneous & Other works etc. at Haldwani Block District Nainital.

CONSTRUCTION OF 300 MM DIA, 170 MT. DEEP BORE TUBEWELL

Geohydrological survey of site before boring. Drilling of Bore by heavy duty direct rotary rig machine in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto 200m Depth Including Cutting, Welding etc.and lowering of slotted & Blind fincut MSERW pipes as per logging results.Supply and shrouding of pea gravels ,Development of tubewell by Air compressor and O.P unit of suitable capacity and all other accesories like tubewellcap,Girderset,bail plug etc.Testing of water for chemical and bacteriological parameters as per IS code 10500:2012 With Complete Materials, LaboursT& P Required for Proper Completion of Work for 300 mm dia linear

Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage ,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 incharge required for drilling and development of TW.

Erection &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 (i) 300 mm dia MSERW pipe 7.90mm thick (a) Blind & Threaded

(b) Slotted & threaded

(ii) 300 mm Dia Bail Plug

(iii) 300 mm Dia MS well cap

(iv) 300 mm Dia MS clamp with nuts & bolts with Gurider

(v) Supply of pea gravel of size 1.6 mm to 4.8 mm

(vi) Sorrounding 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 the required depth including cutting, welding as requied at site complete with all T&P required. (i) Fixing of 300 mm dia bail plug with Nut & U-bolt.

(ii) Lowering of 300 mm dai MSERW housing pipe (Plan & Slotted pipe) as required.

(iii) Fixing of 300 mm dia, 8 mm thick tube well cap.

(iv) 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 T/W 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 units complete with Lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing to tube well by V Notch atlteast for 60 Hrs to the satisfactory completion of work.

Pump and Related Electrical Items.

Submersible pump set of 500 LPM, 150 Mt. head suitable for 300mm dia Assembly operating at 3 phase 84Hz AC supply.

Supply, Installation, Testing & Commissioning on turnkey basis for fully automatic pump automation control pannel of 50 HP capaciy having intelegent unit having" FIELD PROGRAMMABLE LOGIC CONTROLER based SCADA operated pump motor startRun Control Protactagainst faults automatically operated controle and management system" for supervisory control and data acquasition system at pumping water supply schemes & two year freeof cost AMC for warranty period of following dutiesas per specifications sheet enclosed &suaitable for integrationsin the existing system including cartage from works of manufactures up to site of work Capacity of 90 HP

Supply installation testing and commissioning of three phase digital rolling contact survo voltage stablizer suitable for unbalance voltage and unbalance load including fixing of proper size copper lugs on input and out put cable both end at defferent sites on turnkey basis including five years cost free maintenance.100 KVA Input voltage 330-460 volts (phase to phase) capacity - 100 kva

Providing & Fixing of PVC insulated and PVC Sheathed Round Sheathed 3/35.0 Core Bright Annealed Bare Copper Conductor Voltage Grade 1100 V AS Per IS 494/2010. Four Core Copper Cable for installation (35 Sq. mm armoured copper cable)

Supply and fixing of 400 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc at dewalatallatubewell.

Supply and fixing of 35 KVAR heavy duty power capacitor L & T make 440 volt 50 H box type.

Main piping and valves as per specification. Supply of 150mm dia Column pipe, 6.4 mm thick -

Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour & T&P

150mm dia size column pipe clamps.

Supply of 3 Core flat submersible cable KSB make Conti Cable 3/35.0 sq.mm suitable for Submersible

150mm dia C.I.D/F Sluice Valve.

150mm dia C.I.D/F Reflex Valve.

Nut bolts, rubber packing etc.

Lifting tackle 10 tonne capacity Chain pulley.

Gauges as per specification

Earthing Material

Testing commessining and installation as par directed by E-I-C.

Industrial Grade electrification of Pump House and Pump House Campus with Copper wiring in UPVC conduit.

Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit , with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired.

Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 2x2.5 sq. mm +1x2.5sq.mm earth wire

2x4 sq. mm +1x4sq.mm earth wire

Wiring for light /Power plug point with 2x4.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit ,alongwith 1 No. 4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as reuired.

15/16Amp Switch

6 Pin 15/16Amp socket

S/F 3 pin , 5 amp celling rose on the exting junction box/wooden block including connection etc, as required.

S/F brss batten, angle holder including connctionetc, as requird.

supplying and fixing following way, single pole and neutral, sheet steel, MCB distribuiton board, 240v, on surface/recess, complete with tinned copper bus bar , neutral bus bar, earth bas, din bar, interconnections, power painted induldingearthing etc. as required (But without MCB/RCCB/Isolator) 6 way Double door

S/F 5 amps to 32amps rating, 240/415 volts, "C" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCBDB compete with connection, testing and commissioning etc. as required. Single Pole

Double Pole

S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect

S/F of exhaust fan (i.s.i mark) with jail, 450mm sweep, including making hole for exhaust fan and making good the damage, connection etc, complete in all respect.

S/F of LED street light fitting 60 watts compete in all respect

S/F of G.I. 32mm size L type bracket clamps with fixing of street light etc.

S/F of 14 watts LED Bulb

S/F of wall fan 400mm sweep Model platina

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 10 kg/cm2 and Suction lift not less than 1.5 meter with accessories (i.e. Valve, Nozzle,200 litres PVC Tank etc complete)

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.

RISING MAIN

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 of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 100 mm dia., 5.6 mm thickness

Over Head Tank Repair

For cleaning and conditioning of Tank. ( Clearner#10)

For arrest leakages.

labour charge of fixing of above material

REPAIR OF BOUNDARY WALL, STAFF QUARTER AND GATE 32 mtr

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

MILD STEEL 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

Dismantling of Road

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Bituminous road

Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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 and laying of pipes (Distribution network)

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) 50 mm dia

80 mm dia

100 mm dia

125 mm dia

Valves & Valve Chambers (Distribution network)

Providing & fixing C.I. D/F Sluice valves Confirming to IS: 14846-2000 in position etc complete - PN 1.6 C.I. Sluice Valves Pressure PN 1.6 50 mm dia

80 mm dia

100 mm dia

125 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. (Stand post type) 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.

FIRE HYDRANT CHAMBVER

Flow Meter

Providing & Fixing Woltman type Bulk Water Meter Inline type, flange end with Integral mounted display and all necessary fittingsetc complete. 80 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.

Repairing of pipe line(Welding),connection with the existing

Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.50mm-80mm

Repairing of 50 mm to 150 mm dia GI/MSERW pipe line by Welding. Work including : (i) Earth work in Excavation, (ii) Dewatering of pit manually and cleaning of pipe line as lumpsum @ 1/2 Lab for half day. (iii) Earth filling with ramming 10% extra of excavation. and (iv) Repairing of pipe by 01 welder and 02Helper( Labour). including Labour charge, Material and T&P complete all in respect.

Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and earth work (Note :- This item shall be paid with the reusable.) 50 mm Pipe

Re-Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete. 50 mm dia

Testing of pipe samples

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 164.70(Outerside)

Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade : Old work (one or more coats)

House Connections

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 etccomplete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Medium Duty (Class 'B'). 15 mm dia

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)/Connection Ferrule Connection (Labour cost only)

Cost of Material for ferruling in FHTC per connection as Lump Sum

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

M/s Kashmirilal Constructions Pvt. Ltd.