C,O Rain Water Harvesting Structure on Haroti Khad with Providing Irrigation facility to adjoining area in Tehsil Jaiaisinghpur Distt. Kangra HP

Amount

Excavation in foundation trenches etc.( for pipes and pits) in all kind of soil such , as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft /hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals,fixing caution boards crossing over trenches for access to houses fencing etc. as per direction of Engineer-in-Charge with in all leads and lifts.

Providing & Laying cement concrete 1:4:8 ( 1 cement :4 approved sand :8 approved graded stone aggregate 40mm nominal size ) & curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all leads and lifts.

Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement as per direction of Engineer-in-Charge with in all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering,shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in:

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like as per direction of Engineer-in-Charge with in all leads and lifts.

Flat surfaces such as soffits & suspended floors, roofs landing and the like as per direction of Engineer-in-Charge with in all leads and lifts.

Sides and soffits of beams, beam haunchings,cantilivers, bressumers andlintels not exceeding 1 meter in depth in all heights from floor as per direction of Engineer-in-Charge with in all leads and lifts.

Edges of slabs and breaks in floors and walls Under 20 cm. Wide as per direction of Engineer In charge wih in all leads and lifts.

Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor all+B6940 level as per direction of Engineer-in-Charge with in all leads and lifts.

Laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-1990 ( Part-II)of following diameter including all tube fitting are required as per actual site of work with in all leads and lifts as per the direction and entire satisfaction of Engineer-in Charge . ( Cost of earth work paidseparately ) 100 mm dia

Providing and fixing MS Plate for V-Notch as per direction of Engineer-in-Charge with in all leads and lifts.

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coat to give an even shade after throughly brushing. The surface to removal all dirt, dust and removing of loose material as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering as per direction of Engineer In charge wih in all leads and lifts.

Providing 200 mm wide cast iron rungs with chequred or ribbed non slip surfice including fixing in manholes with 200mmx100 mm as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and laying cement concrete work 1:1/½:3 (1 cement: 1/½ sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : in Foundation footing bases of columns and as per direction of Engineer In charge wih in all leads and lifts.

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer In charge wih in all leads and lifts.

15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises, internal rorunded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth.Cement mortar (1:6) (1 cement: 6 sand) as per direction of Engineer-in-Charge with in all leads and lifts.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 20mm nominal aize) at plinth level in Cement mortar (1:6) (1 cement: 6 sand) as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jump lock jamb, beed and if required angle threshold of mild steel angle of section 50 X 25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical mean, adjustable lugs with split and tails to each jamb including steel but things 2.5 mm thick with guards look strike plte and shock ans specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in Charge. PROFILE- A as per direction of Engineer-in-Charge with in all leads and lifts.

Brick work using common burnt clay building bricks in: Super structure above plinth level upto floor all level in cement mortar 1:6 (1 cement : 46sand(Second Class Bricks) as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary serews 40 mm thick 2nd class deodar wood as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level as per direction of Engineer-in-Charge with in all leads and lifts.

6 mm Cement plaster to ceiling Cement mortar (1:3) (1 cement: 3 sand) as per direction of Engineer-in-Charge with in all leads and lifts.

20 mm cement plaster in two coats backing coat 15 mm and finishing coat 5 mm thick on rough side of brick masonry / stone masonry/ concrete walls for interior plastering upto floor two level including arrises, internal rounded angles , chatfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth.Cement mortar (1:6) (1 cement: 6 sand) as per direction of Engineer-in-Charge with in all leads and lifts.

Half brick thick honey brick work with common burnt clay building bricks in cement mortar 1:4 (1 cement : 4 sand)secondt class bricks as per direction of Engineer-in-Charge with in all leads and lifts.

Pointing on brick work with cement mortar 1:4 ( 1 cement : 4 sand) Raised and cut pointing as per direction of Engineer-in-Charge with in all leads and lifts.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other other foreign Ready mixed paint brushing wood primer pink as per direction of Engineer-in-Charge with in all leads and lifts.

Painting two coats (excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering and stoping With Readymixed paint other than white as per direction of Engineer-in-Charge with in all leads and lifts.

White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters with in all leads and lifts complete in all respect. as per direction of Engineer-in-Charge with in all leads and lifts.

Colour washing on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters with in all leads and lifts complete in all respect. as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect. as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing anodised aluminium sliding door bolts anodised colour and shade with nuts and screws complete in all respect. ( 250X16 ) as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing aluminium tower bolts ( Barrel type ) anodised transparent or died to required shade with necessary screws complete in all respect. ( 200X10 )

Providing and fixing aluminium handles anodised,transparent or died to required shade with necessary screws complete in all respect. ( 125 mm )

Providing and fixing of M.S. Round or square of required pattern in wooden frame of window etc. With M.S. Flat , square or round bars with round headed bolts and nuts or by screws for plain grill as per direction of Engineer -in -charge

Providing plinth progectin 50 mm thick in cement concrete 1:3: 6 (1 cement : 3 sand : 6 Graded stone aggregated 20 mm nominal size)as per direction of Engineer-in-Charge with in all leads and lifts.

Providing & Laying cement concrete 1:3:6( 1 cement :3approved sand :6 approved graded stone aggregate 20mm nominal size ) & curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all leads and lifts.

Precast terrazzo tiles 20 mm thick with marbel chips of specified size laid in floors , treads of steps and landing on a bed 25 mm average thickness of cement motor 1:6 ( 1 cement:6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles ( Wherever required ) including rubbing and polishing with tiles of gray shade as per direction of Engineer in Charge

Supply of horiozental spindle, horizental/radial split casing and suction(backfull out arrange-ments)singe/ double/ multistage centrifugal pumps or combination of pumps in series/parellel such as KSB/ Mather & Platt/ Jyoti/ Kirlosker/ BE/ Maxflow/ Beacon/ Weir conforming to BIS 1520-1980) Pump (Latest with upto date ammendments) read with BIS 9137- 1978 (latest edition) suitable for lifting Raw water of under mentioned charactristics with bronze impeller / priming funnals, casing ring & shaft) motor of bronze ,shaft of steel grade ASA- 410 with cast iron casing coupled directly through a flexible coupling on a common C.I./ Cast steel plate (base plate from the prinicipal manufacturer of pumping set)to coupling sliper-ring squirrel cage screen protected drip proof electric induction motor/ motor of stansard make such as Kirlosker / NGEF/Cromption/Siemen/Jyoti/BHEL/GEC/ABB conforming to BIS : 325 -1978)read with BIS : 900 - 1968 (latest with upto date ammendments)It should include the cost of bearings,nuts & bolts, painting etc., and shall be and suitable for operation on the data given below: 2 set of 110 HP each

Total head in metres 85.26 discharge required from each pump 58.26 LPS for each set ,No of pump required 2.00 set ( one set as stand by), Location of the site of installation of machinery the site is located at a distance of 16KM from Plampur,The altitude of installation 900 MSL,Type of current AC three phase supply with freqduency of 75 cycle per second,rate voltage 415V+10%,Type of water and its source clear water,Shaft level,Level of discharge point 617.18Mtr,Static head 70.18 Mtr, Charactristics of water,A,Ambient temperature dig.c,B Turbidity NTU,C, Hardness 260 Mg /Ltrs as caco3,D, PH7.5,E, total solid mg/Ltrs,f, other, g. depth of well assembly, No of pomping Hrs. per day:- 16 Hrs., Length of Rising main :- 690.00 Metres, Dia of Rising main :- 350 mm dia,Limits of pump operation :-In the completem range of (_) 75%,RPM of Pumping Sets:- 2900 RPM ( or to be specified by the tenderer, Test Run :- 136 hrs. continueously for 7 days.

Supply,installation, testing and commissioning of PLC (Programmable Logic Controller) based fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin prof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per siterequirement along with acctuator sluice valve automatically as per design timing which can be acted as and whenrequired one at a time or together as per requirement through PCL panel (CPRI approved, with 50 KA short Circuit andIP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, commonearth bus of 25mm*4nn at bottom inside panel board with two earth tereminal out side panel board, cable alley cablegland with independent plate at bottom and complete panel board painted with powder coating in gray colour all asspcified & directed, Make of panel board: dvepp/aspl/tricolite. The pannel board should also have following items ( i to xviii).

PLC ( Programmable logic controller

ICTP switches with HRC fuses L&T /Standared/Havells make & having capacity 30 % extra of the operationla rating of motor as per BIS 4064-1978 with upto date amendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of Schneidar/Siemens/ABB make on the coming feeder for pumping set confirminng to BIS: 2516-1985 latest edition with neutral linked under voltage release

Y-D starter of suitable capcity for centrifugal pump make L&T/ABB/Schneidar

Three phases indicator lamps complete with logged switches for individual motors conforming to BIS 3452 part I&II latest with upto date ammendments.

Star delta timer

Single phase parventer of reputed make Minillic /L&T/standared & suitable capacity

Automatic phase sequnce correction with prevention against phase reversal protection under / over load protection make ABB/L&T/Siemens /GIC

Control MCB-6A-SP

On / Off indicator and push button

Control and power wiring

Power capacitor of suitable capacity

Control terminal, bus bari.e bolt,imrulator etc

LED 5 watt

Cooling fan 230 VAC

Hour run Meter

Supply of Kirloskar / Kilburn/Fources/Gled/BHEL/Leader make cast iron double flanged suice valve class PN-1.00 having bye-pass arrangements to be provided on delivery side of size of one size higher than the delivery size of pump and shall be suitable for with standing nominal seat pressure of 10 Kg/cm2 as per BIS 5312-1984 Part-I.

Supply of Kirloskar / Kilburn/Fources/Gled/BHEL/Leader make cast iron double flanged swing check type reflux valve classPN-1.0 having bye-pass arrangements to be provided on delivery side of size of one size higher than the delivery size of pump and shall be suitable for with standing nominal seat pressure of 10 Kg/cm2 as per BIS 5312-1984 Part-I.

Supply of Kirloskar / Kilburn/Fources/Gled/BHEL/Leader make cast iron class PN -1.0 double flanged swing check type reflux valve having bye-pass arrangements equal to dia of rising main ie. 350 mm shall be suitable for with standing nominal seat pressure of 10 Kg/cm2 as per BIS 5312-1984 Part-I.

Providing & laying PVC insulated jointless, flat water proof copper cable of siemens/ /Finolex/Gloster make conforming to BIS: 1554 (P-1) 1988 or latest with upto date ammendments of suitable size for pump sets offered (One cable 3 carrying all three phases) including all other electric al equipment /acessories such as thimmble flexible pipe solder,nuts & bolts & bolts cable gland etc., laid in pipes or trenches un der 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.

a. On supply side of 3,1/2 core coper calbe 70 mm2 (from HPSEB Meter to switch & Starter)

b. On Motor side 3 core flat joint less copper cable of size 50 mm2 ( from switch & starter to motor) pump installed in the bore

Supply & errection of floor / wall mounted power Shunt Capacitor conforming to BIS 2834-1986 latest with up to date ammendments GEC,/siemen/havells L&T make to raise the prevailling power factor at site to 0.95 for direct connection to induction motor individually, of requirement KVAR according to BHP of motor offered including cable Siemens / Gloster/ ICC make from busbar chamber,Chamber to capactor and also including Standared /L&T/Kilburn/ indo asian make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer) 2X21=42

Supply of standared make 80mm dia Circular/ square dial pressure gauge of suitable range of Fiebeg / Bouden/ PREGA/Precision make complete with all accessories such as stop cock,copper tubing etc. conforming BIS 3624-1987 latest with upto date ammendments.

Providing and laying G.I./ MSERW pipes considering site requirements & having approprite size in accodance with the delivery size of pumping set .The pipe shall conform to relevent BIS codes & Capable of with stndign the feild tesy pressure equal to 1.5 times the operating pressure including all type of fitting such as bend tapers /reducers flanges rubber gskets 3 mm thick nuts & bolts and other fitting required at site and work shall to be the entire satisfaction of Engineer-in-Charge. The pipe materail 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

a) Suction Pipe XXX mm dia to be specified by the tenderer

B)Delivery pipe XXX mm dia =to be specified by the tenderer

C) Common header =XXX mm dia Note actual laying to be done as per final drawings to be approved by the Engineer-in-Charge.

Providing and laying double loop earthing with coper plate 600x600x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, gi Pipes, thimbles,nuts & bolts, digging of pits, copper/GI wire/Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl quipments including all civil works. (for bvoth machineries). Note. The stirp size shall be 20x3 upto 18.5 KW. 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW

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

Providing & laying , jointing & testing of bevel edged MSERW pipe with circumfrential butt welded (94%) joints by elecrtrical arc welding ( welding thickness shall be equal to pipe wall thickness) and welding of M.S flangs at every 100 mtr pipes (6%) & testing of MSERW pipe of foloowing dia conforming to BIS 3183-2007 ,stel garde YST-210( latest with up to date amendments)having wall thickness as specified below and capable of with standing required test pressure in a rendom length of 5.5 to 6.5 mtr,including manufacturing reducers/tapers,bends of required degree,all shot pices etc as per site requirement made from parent tuble.The laying of pipe shall also including flanges joint duly welded in three layers two inner & one outer where ever required as per the direction of Engineer-in charge (earth work & trenches and the cost of proving flanges i/c nuts and bolts and gasket will be measured and paid for separatly )and all operation suach as cutting ,welding,jointing,fabrication of Tee including lowering and laying in excavated trenches to insure required level including flushing , cleaning and hydrolic testing complete in all respect to the satisfaction of the Engineer in charge .The pipe shall be factory galvanized (zinc coating both inside and outside ) as per relevent IS standards and the damaged portion of the pipe and special (if damaged during laying jointing operation of pipe ) made from the parant tube ,shall be provided anticorrosive trearment by applying two coats of anticorrosive bituminous paint over a priming coats as per AWWA specification C-203-1978. The welding elctrodes shall be as per IS 814 of Advani oerlikon /L & T or IS marked make .The rate also include entire carriage of material,Flushing,cleaning & Hydrolic testing ,DP test butt welded joints comaplete in all respect and to the best satisfaction and direction of Engineer In charge . with in all leads and lifts Note negitive Tolerance of wall thickness should not be more than 3 %.

350 mm dia having wall thickness 4.80mm with flange table -17

350 mm dia having wall thickness 4.80mm with flange table -11

Manufacturing of MSERW pipe bend from parent tube confirming to BIS: 1978 -1982(latest with upto date ammendments )of steel grade Yst-210 having 350mm nominal diametre and wall thickness as specified as below of all kinds of special such as short pieces bends of all degree with radious of curvature not less than 5 times the nominal dia of pipe to be maintained to BIS 6392 - 1971 (latest with upto date ammendments) of suitable table as specified below including nuts & bolts confirming to BIS 1363 & 3757 (latest with upto date ammendments ) and 3mm thick rubber gasket confirming to BIS specifications every flanges joint to be welded with double layer of welding from out side including painting of pipe & specials inner sides with double coat of anticrossive standard paint as per IS specification and wrapping the outer side including paint of pipe with anti corroisive tap " MAKPOLY KOTE" 2mm thick or other standard make confirming to BIS 10221 (latest with upto date ammendments and AWWAC-203 including the cost of M.S. Flanges ,nuts & bolts ,gaskets anticorrosive pant tape welding and carriage of material with in all leads and lifts and to the entire satisfaction of Engineer-in-Charge.

350 mm dia having wall thickness 4.80mm with flange table -17

350 mm dia having wall thickness 4.80mm with flange table -11

RAJESH ENGG.SERVICES

SANJIV KUMAR

sanjeev kumar

Shadil Thakur

MNBN Enterprises