Vyas Bhood Vyas Nehri Water Supply Scheme

Source Augmentation, Pipeline laying and related works inVyas Bhood Vyas Nehri Water Supply Scheme in Block Kalsi of Dehradun District under Jal Jeevan Mission Program.

(Source) & Related Components - Tubewell & Source (Intake Chamber) 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

Construction of Intake Chamber (1.2M x 1.2M x 1.0M) including all labour & Materials , Machinary etc Complete.

Pump and Related Electrical Items. - Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB - Pump of 500 LPM dischage at 100.50 m head with 20 HP electric motor (TW-1 to OHT-1)

Supply and installation of Dry Auto transformer start ATS type starter cum panel for submersible motors incluing capacitor . For operation on 400 volts+/- 10% three phase 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of AUTO TRANSFORMER STARTER, Electronic over load, Single phasing, reverse phasing protection relays and under and under voltage protection,with Metering & Protection calss CT, Time Delayed Capacitor duty contactor operated LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire & should be suitable toi integrate Multi function power meter for following duties of Pump motors. (16-40)HP

Pumping Plant accessories for tube wells including earthing material, piping & valves, gauges, required tools for maintenance, chain pully block, 2 ton capacity, rubber resistance sheet, testing of plant at site and painting entire insttlalation etc. as per unit estimate complete.

Source Protection Work - Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

IOT Based Monitoring System- IOT Based Monitoring System including all Pressure Sensor, Mechanical flow Meter Sensor,Chlorine Sensor with all including accessories.

Protection Work for Rising main & CWR- Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply ofall material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (GRAVITY 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 (75% 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.(25% of Total Quantity)

D.I. pipe 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. 100 mm dia DI K-9 Pipe

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight)

G.I. pipe conforiming to IS:1239(PART-1) Proving of all materials, carting from site store to site of work, Laying & Jointing of full length GI 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 pipeline etc complete. G.I. PIPE MEDIUM DUTY - 100 mm dia GI Medium Duty Class B

80 mm dia GI Medium Duty Class B

65 mm dia GI Medium Duty Class B

50 mm dia GI Medium Duty Class B

Dismantling of following dia screwed and socketed G.I.Pipes, specials and fittings including taking out ofdismantled G.I. pipes and specials from trenches andstacking them properly within 50m but excluding the cost ofearth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling isreusable.) 65 mm dia GI Medium Duty Class B

50 mm dia GI Medium Duty Class B

Supplying 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 - 100mm

Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand. D.I./C.I Sluice/ Gate Valve, Pressure PN 1.0 - 100mm

Supply of G.M. Gate Valve Class-I with hand wheel ISI marked conforming to IS: 778/1984 (Reaffirmed 2000) for water works purpose. Brass/G.M. Valve, Pressure PN 1.0 - 100 mm dia

80 mm dia

65 mm dia

50 mm dia

Installation, testing and commissioning of G.M. Gate Valves as per engineering norms anywhere in uttarakhand. Brass/G.M. Valve - 100 mm dia

80 mm dia

65 mm dia

50 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 different types of valves.

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 100 Kva

O&M for trial and testing of pipe.

Testing of Pipe (GI, HDPE & DI pipe) which includes a) Parameters (Physical & Chemical) b) Tensile Strength Properties

Cartage From Market to Site