Remodeling and extension of old tube well in Indora area TWell No 11 13 14 28 38 49 53 54 58 and Tube well Jindri Construction of Tube well No 49 in Tehsil Indora

Amount

Supply of submersible pumping set of Kirloskar/Kilburn/Clama/Crompton/KSB/BS make conforming to BIS; 8034-1976 latest suitable for lifting clean water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-(Pumps 1 set of 45 HP)

Total Head 55.46 mtrs

Discharge required from each pump. 29.76 LPS

No. of pump required 1.00 No

Location of the site of installation of machinery:- The site is located at a distance of 15 KM from Pathankot Railway station by road & 0.200 KM on head load (for the installation of both machineries.

The Altitude of installation. The altitude of place is 100.00 mtrs above MSL

Type of current. AC Three phase supply with

Rate Voltage 415+ 10%

Type of water and its source Clear water from Tube Well

Charactristics of water. -

a)Ambient Temperature dig.c 20 dig C

b)Turbidity NTU 113 NTU

c)Hardness260Mg/Ltrs(as CaCO3) 540 Mg/ltr

d) PH 6.5 to 8.5

e) TDS 540PPM

f)Other -

Depth of Tube- Well 140.00 mtrs

LWL in Tube-Well 57.12 mtrs

Center line level of Pump 57.12 mtrs

Discharge level of highest point 105.50 mtrs

Static head in Mrs 48.38 mtrs.

Length of R/Main 320 mtrs.

Dia of Rising main 200 MM MSERW. pipe 4.80mm thick

No of working hours per day 20 Hours

Limit of pump operation. (-) 15 % (+) 10% of total head

R.P.M. of pumping set. 2900 RPM

Test run. 8 Hours continueously for 7 days

Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for Submersible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 1 No. pump of rating 45 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. or Standard make.

Variable frequency drive starter of 45 HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to control the frequecy of pumps through out the operation and also should be capable to maintain the power factor of the system within acceptable limits. It should have ambient temperature 50 Degree without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: Aarmation Electric Private Limited/MAS/ELLES. Thr starter shall be suitable with following accessories. (i) Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens (1 Nos ) 3(II) MCB/MCCB suitable capacity of L&T / standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with natural linked under voltage release ( 1 NO. ) 3(iii) Three phase indicating lamps complete with logged switches for individual motore confirming to BIS 3452 ( Part I &II) latest with upto date amendments ( 1 No. ) 3(iv) Incommer MCCB with proper short circuit capability for both the starters make L&T / Schinieder/ ABB ( 1 No. ) 3(v) On / Off indicator and push button, control and power wiring Power capacitor ,Cooling fan 230 VAC Control terminal , Buss Bar i.e. Bolt , insulator etc ( 1 No. ) 3( vi) Input Choke which shold be installed at the input of VFD strter, so that there should be proper protecion in case of any voltage surge and distortions in signal ( 1 NO.)3( vii) Control Transformer to safeguard the control circuit of all the components from the voltage surges and spikes ( 1 No. ) 3( viii) Output contractors in the output of VFD to run the pump ( 1 No.) 3 ( ix) Transportation and Carriage Charges for panel till site ( 1 No ) 3(x) Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and slso will gete from from Multi Function Meter for Current, Voltage , KWH PF and THD Make Mitsubishi / L&T Delta ( 1 No) 3(xi) HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/ Exor /Mitsubishi /Mecon ( 1 No. )3(xii) Supply of software with license to monitor dta at Laptop /Mobile in form of Software and Mobile Application for 3 users ( 1 No.) 3( xiii) Level Sensor to indicae the water level of tank remotely ( 1 No.) 3 ( xiv) Cloud Gate Way for Data cluding to Server( 1 No.) 3( XV) Cable for Communication for Water Level Sensor ( 1 No.) 3( xvi) Installation and Commissioning

Supply of Kirloskar/ Kilburn/Leader make Cast iron 150mm dia double flanged swing check type reflux valve class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat presure of 16.32 Kg/Cm2 confirming to BIS 5312-1984 Part-I (The size & class of valve shall be specified by the tenderer)

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

On supply side of 3½ core coper cable 25 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 16 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply of standard make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments

Laying, Jointing and Testing of G.I. pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

Delivery Pipe150mm

Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Excavation in foundation trenches (for Pipes & Pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft /hard rock or chieselling soft /hard rock where blasting is prohibited in all lifts including trimming & dressing of sides leveling of beds to correct grade including shoring/strutting planking, timbering & dewatering wherever required stacking the serviceable and unserviceable material / soil separately and after laying, jointing and testing of pipes, returning the unserviceable soil in trenches in 15cm ( Fifteen centimeter) layers including consolidating of such deposited layer by ramming and watering & then disposing of all surplus excavated soil/ unserviceable material as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per directions of Engineer-in-Charge.

Providing,layng and testing of Galvanised MSERW pipe with circumferential butt welded joints by electrical are welding in 3 layers ( welding thickness shall be equal to pipe wall thickness) with intermdediate flanged joints after 30 m spacing of pipe length of 200mm dia meters conforming to BIS/ ISO: 3183-2012 of steel grade L210 or A( latest with upto date amendments) having wall thiciness as specified below and capable of withstanding required bydraulic test pressue in a random length 5.50 to 6.50 meter, including manufacturing / fabrication of reduces/ tappers, tees, all short pieces, bends etc of reuired degree as per site requirement made from the parent tubes. The laying of pipe shall also include welding flanged, jointing duly welded in three layer( two Outer one Inner) here ever required as per the direction of the Engineer- in- charge (Earth work in the trenches will be measured and paid for separately) and all operation ssuch as cutting, welding, jointing fabrication of bends , tees, i.e. lowering and laying in excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer- in-Charge. .The fabricated bends shall have 3-4 cuts having its of radius not less than 5 times the dia of pipe. .The pipes shall be factory galvanised ( Zinc coating both inside and outside) as per relevent IS standsrd and the damaged portion of the pipes and specials ( if damaged during laying and jointing operation of pipe) made from the parent tube, shall be provided anticorrosive treatment by applying two coats of anticorossive bitumenous paints over a priming coat as per AWWA specification C 203 -1978 . The welding electrodes shall lbe as per IS-84-1991 of Advani Oerlikon/ L&T or ISI marked complete make. The rates also includes entire carriage of material flushing, cleaning and hydraulic testing, DP test of butt welded joints complete in all respects and to the best satisfaction and directon of Enigneer -in-Charge within all leads and lifts. Note: Negetive Tolerance shaould not be more tha +/-3% complete to the best satisfaction of Engineer-in-charge

200mm dia MSERW pipe 4.80 thickness RD 0 to 320 Table-5

Rakesh Kumar

TECHPRO ENGINEERING COMPANY

NEERAJ KUMAR SHARMA