Construction of Lift Irrigation Scheme Sherpur in G.P. Sherpur Tehsil Dalhousie District Chamba Himachal Pradesh

Amount

Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.

Excavation in drains and Channel etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dressing of side and bed and disposing of excavated earth up to all leads and lifts and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.

Cutting in earth work in Hard rock and disposal of excavated earth/material up to a lead of 20 metres within all leads and lifts as per the direction of Engineer-in -Charge.(serviceable material i.e stones/boulder to be stacked properly at site as per the direction of enigneer in charge.

Providing and laying cement concrete 1:6:12 ( 1 cement : 6sand : 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

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 aggregate 20mm nominal size) in cement mortar 1 :6 (1 cement : 6 sand) in breast walls and retaining walls within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

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

Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundations footings, bases of kuhl, channel, and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Walls of kuhl / channel (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete work 1 : 2 :4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in

Foundations,footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-Charge.

Columns, pillars posts and struts, upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centring below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

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

Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centering below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Foundation, footing, bases of columns etc. and mass concrete including all leads and lifts as per the direction of Engineer -in- Charge.

Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 millimeters in thickness within all leads and lifts as per the direction of Engineer-in-Charge.

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

Columns, pillars, posts and struts, Square, rectangular or polygonal in plan within all leads and lifts as per the direction of Engineer-in-Charge.

Beam, cantilever, girders and lintels sides and soffits of beams, beam hunching, cantilevers, bressumers and lintels not exceeding one meter in depth in all height from floor within all leads and lifts as per the direction of Engineer-in-Charge.

Providing tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in:-

Beams joists channels, steel gate, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters and the like within all leads and lifts as per the direction of Engineer-in- Charge.

Brick work using common burnt clay building bricks of approved quality in foundation and plinth in cement mortar 1: 6 (1 cement : 6 sand) up to floor two level (2nd class bricks) within all leads and lifts as per the direction of Engineer-in -Charge.

Brick work using common burnt clay building bricks of approved quality in cement mortar 1:6 ( 1 cement : 6 sand ) super-structure above plinth level upto floor two level ( 2nd class bricks) within all leads and lifts as per the direction of Engineer-in-Charge.

Half brick masonry in common burnt clay building bricks in cement mortar 1:4 ( 1 cement : 4 sand) (2nd class bricks) within all leads and lifts as per the direction of Engineer-in-Charge.

20mm cement plaster in single on fair side of brick / concrete /stone masonry wall for interior plastering up to floor two level including arises, internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 6 ( 1 cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in-Charge.

15mm cement plaster in single on fair side of brick / concrete /stone masonry wall for interior plastering up to floor two level including arises, internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 6 ( 1 cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in-Charge.

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

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) within all leads and lifts as per the direction of Engineer -in- Charge.

Supplying and fixing woven plains G.I. wire fencing of mesh 50mm to 150mm to any type of standard rails, strainging bolts. etc. including provision of binding wire, staples etc.

Providing and fixing Oxidized M.S. sliding door bolts with bolts and nuts screws etc. within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and fixing M.S. pressed butt hinges with necessary screw 1215x65x2.12mm within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jump lock jamb beed and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with spilt and tails to each jamb including steel but things 2.50 mm thick with guards, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface within all leads and lifts as per the direction of Engineer-in-Charge. Profile-A

Providing and fixing panelled glazed or panelled glazed shutters for doors, windows and clerestory windows including bright finished/ black enameled iron butt hinges with necessary screws within all leads and lifts as per the direction of Engineer-in-Charge. in 2nd class deodar wood 40mm thick.

Providing and fixing M.S.grills of required pattern in wooden frames of windows etc. with M.S. Flat square or round bars with round headed bolts and nuts or by screws within all leads and lifts as per the direction of Engineer-in-Charge. plain grill.

Providing and fixing anodized aluminium sliding door bolts anodized colour and shade with bolts and nuts screws etc. within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and fixing aluminium Tower bolts ( barrel type ) anodized transparent or dyed required shade with necessary screws (200x10mm) within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and fixing aluminium handle anodized transparent or dyed required shade with necessary screws (100mm) within all leads and lifts as per the direction of Engineer-in-Charge.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with ready mixed paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters with ready mixed paint other than white within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws within all leads and lifts as per the direction of Engineer-in -Charge.

Stone / boulder filling under floor within all leads and lifts as per the direction of Engineer-in -Charge.

Pointing on brick work with Cement Mortar 1:3 (1Cement : 3 Sand ) within all leads and lifts as per the direction of Engineer-in-Charge.

Precast terrazzo tiles 20mm thick (with marble chips of specified size ) fixed on wall on 10mm thick cement plaster 1 : 3 ( 1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of silver gray shade within all leads and lifts as per the direction of Engineer-in-Charge.

Providing plinth protection 50mm. thick in cement concrete 1 : 3 : 6 ( 1 cement: 3 sand : 6 graded stone aggregate 20 mm. nominal size ) and including finishing the top surface of concrete smooth within all leads and lifts as per the direction of Engineer-in-Charge.

Distempering with dry distempering of approved brand and manufacture (two coats) and of required shade on undecorated wall surface to give an even shade over and including primer coat of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth within all leads and lifts as per the direction of Engineer-in-Charge.

Finishing wall with water proofing cement paint of 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 remove all dirt and remains of loose powered materials within all leads and lifts as per the direction of Engineer -in- Charges.

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

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) within all leads and lifts as per the direction of Engineer -in- Charges.

Laying, jointing & testing in trenches galvanised mild steel tube, tube fitting (Medium grade) for (chain pully) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores.

100mm dia

Providing, laying, jointing and testing in trenches of galvanised mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3589-2001 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

RD 0 to 16 (200 mm dia 4.80 mm thick table-5) for sump well.

Laying and jointing of High Density Polyethylene pipes (Grade PE-80, PN-8) for use for buried water mains and services and for irrigation supply above/ under ground, both inside and both outside building ISI marked (IS: 4984-1995 as amended upto dates ) in the following grade of materials, pressure rating and nominal dia. within all leads and lifts as per the direction of Engineer-in- Charge.

160mm dia HDPE pipe

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3589-2001 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

200 mm dia of MSREW pipe of thickness 4.8 mm with flange table-17

200 mm dia of MSREW pipe of thickness 4.8 mm with flange table-5

Providing and welding M.S. flanges at 5% joint flanged, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe /GI pipe by two layers on outer faces and one layers on inner face to make the joint leak proof (The cost of providing and laying of MSERW /GI pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.

MSERW Pipe 200 mm, Wall Thickness 4.80 mm, Flange Table-17

MSERW Pipe 200 mm, Wall Thickness 4.80 mm, Flange Table-17

Supply of submersible pumping set Raw Water Pump of KSB/Calama / SU /Johnston / BE /Crompton make conforming to BIS :8034 - 1978 ( letest with upto date ammendments ) fitted with bronze impellers / suitable alloy directly coupled to squirrell case electric induction motor of same make as that of pump conforming to BIS 9283-1979 ( latest with upto date ammendments ) and totally water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with 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,chips & depth gauge etc. The pump shall be suitable for operation on data given below :- 2 set x15 HP =30 HP A) SITE CONDITIONS :- i) Location of site :- The site is located at a distance of 15 KMs from Goli NH 154 A ii) The altitude of place in which the motor is intended :- 550 Metres above MSL. iii) Type of current :- AC three phase supply with freqency of 50 cycles per second. iv) Rated Voltage :- 415 V = 10 v) Type of Water & its source = Clear Water vi) Charactrstics of water :-a) Temperature 20° C b) Turbidity = PPM c) Hardness = Mg./ Litres (as Ca Co3 ) d) pH f) others-------- e) Total solids. = Mg / lit. vii) Depth of well :- 10.00Mtrs. viii) L.W.L in well/ Sump well:- mtrs. ix) Max. draw down :- mtrs. x) Center line Level of Pump :- 660.00 mtrs. xi) Discharge level of highest point :- 694.50 mtrs. xii) No. of pump required :- 2 Nos 15.00 HP Each xiii) Capacity :- 13.21 LPS for each pump xiv) Static head in mtrs :- 34.50 meters xv) Total head in metres :- 42.02 Meters xvi) Length of Rising main :- 150 meters xvii) Dia of Rising main :- 200 mm dia xviii) No of pumping Hrs. per day:- 20 Hrs. xix) Limits of pump operation :- (-) 25* to ( + ) 10*of total head. xx) HP of motor Drive unit :- Required BHP of pump at ( -) 10* & 25* of total head BHP with following margins multiplying factor at duty point. Whichever is higher a) Upto 2 HP = 1.5 b) 2 to 5 HP = 1.4 c) 5 to 10 HP = 1.3 d) 10 to 20 HP 1.2 e) 20 to 100 HP 1.15 f) above 100 HP 1.10 xxi) RPM of Pumping Sets:- ______ rpm ( to be quoted by tenderer ) xxii) Test Run :- 20 hrs. continueously for 7 days.

Supply of digital soft starter of Allen Bradely/Schnider /ABB of reputed make of heavy duty application rating 15 to 500 amper constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter = 2 Nos.

(a) Supply of Kirloskar/ Kilburn / IVC / Fouress/ Gled /BHEL /Leader/ Kartar make Cast iron PN 1.6double flanged actuator valve ( to be provided on delivery side ) of size one size higher than the delivery size of pump and capable of with standing nominal seat pressure of 10 Kg / cm2 NOTE:-The C.I sluice valve shall conform to BIS 780 -1984 for 50 to 300 mm dia & BIS:2906-1984 for 350 to 1200 mm dia ( latest adition ) However If seat pressure exceeds the limits prescribed in above mentioned BIS. than It shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/ cm2 or class ASA-300 for seatpressure 52 Kg/cm2 as BS1414(API 600 ) = 2 Nos. (b) Supply of Kirloskar /Kilburn /IVC/ Fouress /Gled /BHEL/Leader /Kartar of suitable size cast steel double flanged swing check type reflux valve having bye - pass arangement ( to be provided on delivery side ) of size one size higher than the delivery size of pump & shall be suitable for with standing nominal seat pressure of 21kg/cm2 of class ASA -150 asper BS-1868-API(600). = 2 Nos. (c) Supply of Kirloskar/ Kilburn /IVC/ Fouress /Gled / BHEL/Leader/Kartar make Cast steel ouble flanged swing check type reflux valve having bye-pass arrangement of size equal to Rising main i.e. 150 mm and shall be suitable for with standing nominal seat pressure of 21 Kg/ cm2 of class ASA-150 as per BS-1868-(API-600).= 1 No. NOTE: The C.I reflux valve shall conform to BIS 5312-1984 part -I( latest adition ) However if seat pressure exceeds the limits prescribed In BIS 5312 than it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/ cm2 or class ASA-300 for seat pressure 52 Kg/cm2 as BS 1868 (API 600 )

(a) Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex / Gloster/ Grandlay make Conforming to BIS: 1554 ( Part-I ) 1988 latest with upto dateammendments of suitable size for the pump sets offered (one cable carrying all three phases ) including all other Electrical equipment / accessories such as thimbles,flexible pipes, solder ,nuts & bolts, cable glands etc. laid in pipes or tranches under floor.The type size & make will be subjct to approval of HPSEB authority. In case of non acceptance by HPSEB authoritties It shall have to be replaced by the tenderer free of cost = 1 Job a) On supply side of 3-1/2 core( From HPSEB meter to Switch & Starter =15 mts of size 6 mm2 b) On motor side 3 core (From Switch & Starter to Motor ) = 30 mts of size 4 mm2 (b) Providing & laying double loop earthing and copper plate 600 X 600 X 3mm thick electrodecomplete with material such as charcoal & common salt, G.I pipes, thimbles,nuts & bolts, digging of pits G.I wire & 25X3mm copper strips as per BIS : 3043-1987 latest with upto date ammendments for above motors & other electrical equipment = 1 Job Note:- The strip size shall be 20x3 upto 18.5 KW,25x3 for 18.5 to 37 KW , 25x5 for 37 to 55 KW & 32x5 beyond 55 KW (c) Supply & errection of floor power factor Shunt Capacitor conforming to BIS2834-1986 latest with up to date ammendments BHEL / GEC / Machneil / Magger / Bajaj make to raise the prevailling power factor at site to 0.95 for direct connection to inductionmotor individually, of required KVAR according to HP of motor offered also including L & T / Standard / Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses ( Range to be specified by the tenderer.) = 1 No.

Providing and fixing of pressure transmitter with digital/analog outfit to be fixed in delivery line = 1 No.

Providing and laying Column assembly of GI pipe considering site requirement and having appropriate size in accordance with the delivery size of pumping set. The pipe shall conform to relevent BIS codes & capable of with standing the field test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers / reducers, flanges, rubber guskets 3 mm thick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer in charge. = 1 Job NOTE :-Actual laying to be done final drawings to be approved by the Engineer in charge.

Providing & Fixing of HMEI 7 Screen for displaying & controlling of Parameters = 1 No.

Errection of all equipments from S.No. 1 to 4 & 6 including cost of tees, bends tapers & any other fittings required as per site conditions as per direction of the Engineer-in-charge = 1 Job

Supply of Horizontal spindle,horizontal/radial split casing and suction(Backpull out arrangement ) single/double/multistage Centrifugal pumps or combination of pumps in series/parallel of KSB/Mother and Platt/jyoti /kirloskar/BE/maxflow/beacon weir make conforming to BIS-1520-1980(latest with up to date ammendment )read with BIS: 9137-1978(Latest addition suitable for lifting raw water of under mentioned characterstics with impellers of bronze/suitable alloy,priming funnels,casing ring and shaft sleeves of bronze/suitable alloy,shaft of suitable steel grade with cast iron casing coupled directly through a flexible coupling on a common CI/Cast steel Base plate( Base plate to be from the principle manufacturer of pumping set ) to sleeper in/sqirral caze screen protected drip proof electric induction motor of Kirlosker/NGEF/Crompton /Siemen/Jyoti /BHEL/GEC/ABB conforming to BIS: 325-1978 read with BIS : 900-1965 (Latest with up to date amendments ) it should include the cost of bearing,nuts,and bolts ,painting etc and shall be suitable for operation as per data given below. 2 Set x 35 HP = 70 HP (A) SITE CONDITIONS :- i) Location of site :- The site is located at a distance of 15 KMs from Goli NH 154 A ii) The altitude of place in which the motor is intended :- 550 Metres above MSL. iii) Type of current :- AC three phase supply with freqency of 50 cycles per second. iv) Rated Voltage :- 415 V = 10 v) Type of Water & its source = Clear Water vi) Charactrstics of water :-a) Temperature 20° C b) Turbidity = PPM c) Hardness = Mg./ Litres (as Ca Co3 ) d) pH f) others-------- e) Total solids. = Mg / lit. vii) Depth of well :- 10.00 Mtrs. viii) L.W.L in well/ Sump well:- mtrs. ix) Max. draw down :- mtrs. x) Center line Level of Pump :- 692.00 mtrs.xi) Discharge level of highest point :- 788.45 mtrs. xii) No. of pump required :- 2 Nos 35.00 HP Each xiii) Capacity :- 13.21 LPS for each pump xiv) Static head in mtrs :- 96.45 meters xv) Total head in metres :- 104.99 Meters xvi) Length of Rising main :- 450 meters xvii) Dia of Rising main :- 200 mm dia xviii) No of pumping Hrs. per day:- 20 Hrs. xix) Limits of pump operation :- (-) 25* to ( + ) 10*of total head. xx) HP of motor Drive unit :- Required BHP of pump at ( -) 10* & 25* of total head BHP with following margins multiplying factor at duty point. Whichever is higher a) Upto 2 HP = 1.5 b) 2 to 5 HP = 1.4 c) 5 to 10 HP = 1.3 d) 10 to 20 HP 1.2 e) 20 to 100 HP 1.15 f) above 100 HP 1.10 xxi) RPM of Pumping Sets:- ______ rpm ( to be quoted by tenderer ) xxii) Test Run :- 20 hrs. continueously for 7 days.

Supply of digital soft starter of Allen Bradely/Schnider /ABB of reputed make of heavy duty application rating 15 to 500 amper constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter = 2 Nos.

(a) Supply of Kirloskar/ Kilburn / IVC / Fouress/ Gled /BHEL /Leader/ Kartar make Cast iron PN 1.6double flanged actuator valve ( to be provided on delivery side ) of size one size higher than the delivery size of pump and capable of with standing nominal seat pressure of 10 Kg / cm2 NOTE:-The C.I sluice valve shall conform to BIS 780 -1984 for 50 to 300 mm dia & BIS:2906-1984 for 350 to 1200 mm dia ( latest adition ) However If seat pressure exceeds the limits prescribed in above mentioned BIS. than It shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/ cm2 or class ASA-300 for seatpressure 52 Kg/cm2 as BS1414(API 600 ) = 2 Nos. (b) Supply of Kirloskar /Kilburn /IVC/ Fouress /Gled /BHEL/Leader /Kartar of suitable size cast iron double flanged swing check type reflux valve having bye - pass arangement ( to be provided on delivery side ) of size one size higher than the delivery size of pump & shall be suitable for with standing nominal seat pressure of 21kg/cm2 of class ASA -150 asper BS-1868-API(600).= 2 Nos. (c) Supply of Kirloskar/ Kilburn /IVC/ Fouress /Gled / BHEL/Leader/Kartar make Cast iron double flanged swing check type reflux valve having bye-pass arrangement of size equal to Rising main i.e. 150 mm and shall be suitable for with standing nominal seat pressure of 21 Kg/ cm2 of class ASA-150 as per BS-1868-(API-600). = 1 No. NOTE: The C.I reflux valve shall conform to BIS 5312-1984 part -I( latest adition ) However if seat pressure exceeds the limits prescribed In BIS 5312 than it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/ cm2 or class ASA-300 for seat pressure 52 Kg/cm2 as BS 1868 (API 600 )

(a) Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex / Gloster/ Grandlay make Conforming to BIS: 1554 ( Part-I ) 1988 latest with upto dateammendments of suitable size for the pump sets offered (one cable carrying all three phases ) including all other Electrical equipment / accessories such as thimbles,flexible pipes, solder ,nuts & bolts, cable glands etc. laid in pipes or tranches under floor.The type size & make will be subjct to approval of HPSEB authority. In case of non acceptance by HPSEB authoritties It shall have to be replaced by the tenderer free of cost = 1 Job a) On supply side of 3-1/2 core( From HPSEB meter to Switch & Starter =15 mts of size 6 mm2 b) On motor side 3 core (rom Switch & Starter to Motor ) = 30 mts of size 4 mm2 (b) Providing & laying double loop earthing and copper plate 600 X 600 X 3mm thick electrode complete with material such as charcoal & common salt, G.I pipes, thimbles, nuts & bolts, digging of pits G.I wire & 25X3mm copper strips as per BIS : 3043-1987 latest with upto date ammendments for above motors & other electrical equipment. = 1 Job Note:- The strip size shall be 20x3 upto 18.5 KW,25x3 for 18.5 to 37 KW , 25x5 for 37 to 55 KW & 32x5 beyond 55 KW. (c) Supply & errection of floor power factor Shunt Capacitor conforming to BIS 2834-1986 latest with up to date ammendments BHEL / GEC / Machneil / Magger / Bajaj make to raise the prevailling power factor at site to 0.95 for direct connection to induction motor individually, of required KVAR according to HP of motor offered also including L & T / Standard / Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses ( Range to be specified by the tenderer.) = 1 No.

Providing and fixing of pressure transmitter with digital/analog outfit to be fixed in delivery line = 1 No.

Providing and laying Column assembly of GI pipe considering site requirement and having appropriate size in accordance with the delivery size of pumping set. The pipe shall conform to relevent BIS codes & capable of with standing the field test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers / reducers, flanges, rubber guskets 3 mm thick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer in charge. = 1 Job NOTE :-Actual laying to be done final drawings to be approved by the Engineer in charge.

Providing & Fixing of HMEI 7 Screen for displaying & controlling of Parameters = 1 No.

Errection of all equipments from S.No. 1 to 4 & 6 including cost of tees, bends tapers & any other fittings required as per site conditions as per direction of the Engineer-in-charge = 1 Job

sanjeev kumar

Dogra Construction Company Pvt Ltd