Construction, Testing and Commissioning of Nandpur MVS Water Supply Scheme with Rising main Distribution Main and Distribution Pipe Line Repairing 160KL Capacity OHT Tube Well Repairing of Pump House and FHTC etc at Ramnagar Block District Nainital

Rates for Construction, Testing & Commissioning of Nandpur MVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, Repairing 160 KL Capacity OHT, Tube Well, Repairing of Pump House & FHTC etc. at Ramnagar Block District Nainital.

Pump and Related Electrical Items.

Supply of Energy Submersible Pumpsets of various duty parameters, as per IS:8034-2002 and IS9283-1995 Pump of 800 LPM dischage at 120 m head with 40 HP electric motor (TW-1 to OHT-1A)

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

IOT Based Monitoring System

IOT Based Monitoring System including all Pressure Sensor, Mechanical flow Meter Sensor,Chlorine Sensor with all including accessories. residual chlorine Sensor- submersible probe type

Pressure Sensor

Hydrostatic Level Sensor

Display unit

Exozen RTU

Lora Gateway

off grid Solar system

API Integration

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.

Reparinig Pump House

Provinding and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying.

Provinding and laying in position cement concrete of sepecified grade excluding the cost of centring shuttering, finishing and plane cement concrete .1:2:4 ( 1 cement 2: coresand ( zone 3) stone aggregate 20 mm nominal size.

Cement concrete flooring 1:2:4 (1cement:2coarsed sand:4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry ,but excluding the cost of nosing of steps etc. Complete. 40mm thick with 20mm nominal size stone aggregate

Dismentling old plaster or skiting raking out joints and cleaning the surface for plaster in cluding disposal of rubbis to the dumping ground withing 50 mtrlead .

12 mm cement plaster 1:4 (01 cement :4 fine sand)

White washing with lime to an even shade.

Distemper with oil bound of two coat same as item No.06

Repairing of door

Repairing of window

Painting in door and window with synthaeticenemal paint manufacturing of required colour two or more coats to given an even set.

Site clearance ie Disposal of malwa& etc.

Flow Meter (Rising Main / Gravity Main)

Providing & Fixing WoltexWoltman type Bulk water meter (upto 50 degree celciustempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Straineretccomplete.At Source 200 mm

Repairing Over Head Tank / GLSR

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm

For horizontal surface one coat @1.10 kg per sqm.

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work

12 mm cement plaster finished with a floating coat of neat cement of,mix :1:4 (1 cement: 4 coarse sand)

Supply & applying of water based bio-degradable epoxy polymide chemical on MS flange for repairing of water leakage including all labour material T&P etc. complete as per direction of Engineer-in- Charge. Rrpair OHT column pipe joints with pipe joints sealentsupto 0 to 10 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 10 to 20 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 20 to 30 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 30 to 40 feet height

Rrpair OHT column pipe joints with pipe joints sealentsupto 40 to 50 feet height

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)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all

Supply and installation of Water level indicator (II level) including one set of sensor with its holding parts, 54 meter sensor cable armued with steel wire.

Distribution Network & Related Components 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 (Considering 15%)

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 1000 m, stacking serviceable and unserviceable materials separately (Considering 30%)

Restoration of Road For Pipe Laying

Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, 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.

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)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (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 G.I. PIPE CONFORMING TO IS : 1239 (PART-1) -2004

80mm G.I. PIPE

110mm G.I. PIPE

G.I. PIPE CONFORMING TO IS : 1239 (PART-1) -2004

Carting of Material by mechinical means/manual including its loading unloading complete include stacking

Cartage of Pipe from Ramnagar to Site Store by truck (i) By Pucca Road and Internal Road 24km( 24km X1562 Qt=37488Qt. km)

Cartage of Pipe from Site Store to Site of Works by Head Load at an average distance of 1km(1kmX1562Qt=1562)

Stacking of Pipe

Valves & Valve Chambers (DISTRIBUTION MAIN)

Supplying, Installation, testing and commissioning of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand. D.I. Sluice/ Gate Valve Pressure PN 1.0 80 mm dia

100 mm dia

125 mm dia

150 mm dia

Supplying, Installation, testing and commissioning of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand

C.I. Air Valve Double Acting 50 mm diameter

Constructing masonry Chamber 60x60x75 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.

Flow Meter

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : At Distribution For DMA 100 mm dia nominal bore

150 mm dia nominal bore

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 100 mm dia nominal bore

150 mm dia nominal bore

Installation of Bulk Water meters &stariners 100 mm dia nominal bore

150 mm dia nominal bore

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.

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.(Considering 100% of 2020 Households) 229 No

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

GI elbow 15mm dia

GI Union 15mm 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 in-charge.

Providing and making New house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works 68 No

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 in-charge.