Constraction,Testing Commissioning of Maldhan Chaur SVS Water Supply Scheme With Rising Main Distribution Main and Distribution Pipe Line,Constraction of 60 KL capecity OHT Repairing of 90 KL Capacity OHT and Pump House with Boundrywall At Ramnagar

Rates for Constraction,Testing & Commissioning of Maldhan Chaur SVS Water Supply Scheme With Rising Main Distribution Main & Distribution Pipe Line,Constraction of 60 KL capecity OHT, Repairing of 90 KL Capacity OHT& Pump House & with Boundry wall 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 190 m head 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

Lora Gateway

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.

Repairing of 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.

Providing and fixing woltexwoltman type bulk meter up to 50 degree celcius temp. removable machines type magnetically coupled having dry dial hermatically sealed tantlizer including CI strainer etc complete. At source 200 mm

Dismantling of road

A Dismantling of flexible pavements and disposal ofdismantledmaterialsuptoalead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (30% of Total 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 uptoa,lead of 1000 m, stacking serviceable and unserviceable materials separately (30% of the total 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 notexceedin 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

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

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.

PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN)

Providing of all materials carting from site store of work laying, &Jointing,of GI pipe confirming to IS:1239 part-1 including supply of all jointing materials like specials white lead and head and oil etc in tranches with its cutting threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239 (PART-1) -2004 Medium Duty (Class 'B') 50 mm dia GI Pipe

80 mm dia GI Pipe

100 mm dia GI Pipe

MSERW PIPE - 4.8mm thick 125 mm dia

150mm dia

Carting of Material by mechinical means/manual including its loading unloading complete include stacking By pucca road for 24 km

By kuchha road 1 km

Stacking of pipe

Supplying Installation testing and commesning of non return valve including carting the same up to the site of workers per engenearing norms anywhere in uttarakhand . D.I Sluice/gate valve Pressure PN 1.0 80mm dia

100mm dia

125mm dia

150mm dia

Supplying Installation testing and commesning of non return valve including carting the same up to the site of workers per engenearing norms anywhere in uttarakhand . CI Air Valve Double Accting 50mm dia

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.

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 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 x160x180 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.

Shifting of existing connection 142 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 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

New House connection 209 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 in-charge.

Ashoka