Providing LWSS House to House connection to Village Makroli CHatter Bheri Dhiala Gadrana and Dini in Tehsil Indora Distt.Kangra (HP)

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

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

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

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

Foundation footing and bases of columns & like mass concrete.

Column.pillar & post upto floor two level

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain

Foundation footing bases of columns & mass concrete.

Column.pillar & post upto floor two level square, rectangular& polygonal in plan.

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Edge of slab and break in floor 20 cm wide

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

In vertical surfaces such as (walls any thickness) partitions and the like including attached pilasters, buttresses, plinth and string course and the like within all leads and lifts as per the satisfaction of Engineer-in-charge.

Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick first class

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed

Profile-A.

Profile-B.

Profile-C.

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood.

P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick 2nd class deodar wood.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping

Finishing wall with water profing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered

Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of ti

In Skirting & riser ofsteps and dado incement plaster 1:3 (1cement:3sand) and jointed with white slurry. Selvary grey

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters other than white paint

Applying priming coat over new steel & other metal surface after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete: with ready mixed priming paint brushing red lead, Red-oxide/zinc oxide chrome as per the satisfaction of E-in-charge.

Painting two coats (escluding priming coat) on new steel and other metal surfaces with ready mixed paint acid resisting brushing to give an even shade including cleaning of all dirt, dust and other foreign matter as per the satisfaction of E-in-charge.

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness

Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm

Providing and fixing anodized aiuminium. tower bolts barrel type with screws etc. complete.

I) 200mmX10mm

ii) 150mmx10mm

Providing and fixing anodized aluminium .handles with screws etc. complete.

I)125mm dia

ii)100mm dia

Providing and fixing MS hooks & eyes with screws etc. complete.I)150mm dia

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing on wall face CI rain water pipe including fitting the joints with spun yarn & cement 1:2 ( 1Cement : 2 Sand ) 100 mm dia within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing MS holder bat clamps of approved design to CI or SCI pipes embedded in and including cement blocks 10x10x10 cm of 1:2:4 mix( 1cement :2 Sand :4 graded stone aggregate 20 mm size and cost of cutting holes and mix good the wall etc 100 mm diae within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing on wall faces CI accessories for rain water pipes including fitting the joints with spun yarn socked in neat cement sullry and cement mortar 1:2 ( 1Cement : 2 Sand ) 100 mm dia within all leads and lifts and as directed by the Engineer-in-charge.

Hirmachi colour wash on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Cement washing with port land cement slurry on undecorated wall surfaces(onecoat) to give a smooth bodied opaque fnish I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Providing and fixing MS fan clamps type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per direction of Engineer-in-charge.

Providing fixing glass panes with putty & nails including removal of broken glass pones whereever necessary( Plain glass 4 mm thick)

Steel work welded in built up sections, trusses and framed work,including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint etc.

Providing & Fixing of Finalax pipe 40 mm dia. Under floor ( for connection cables ) including all re. fitting i:e elbows,sockets etc.

S.R masonry coursed with hard stone of approved quality in foundation and plinth racking out joint in CM 1:4 (1cement:4sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg., 40mm nominal size) with 15% plum with curing complete excluding the cost of form work in retaining wall/breast wall. The size of plum shall be 150mm to 300mm as per PWD specification in all respect. :-

2nd class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Pointing on brick work with cement mortar 1:3 (1cement:3sand).complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:3 (1cement:3sand)

P/F of fencing pannel of size 1.20x1.80m of Jali 25x25mm welded to MS black tube of 32mm dia of 14 gauge thick with MS flats 20x3mm including cutting welding painting with red oxide paint including hold fast of size 32x5mm flat complete in all respect the jali of 25x25mm should be fixed in 1.20x1.20 the work should be exeucted as per the direction of Engineer-in-charge.

Design and construction of M-30 RCC storage tanks of difrent capacity at difrent nodes including cost of excavation, site development cost of construction material, necessary arrangement of inlet,outlet, over flow & scour pipe alongwith sluice valve, & other fixture and fitting and carriage of material with in all leads and lifts ( The design and drawing shall be got approved from competent authority before execution. ( as per data sheet chapter No. 1 & technical specification Chapter No.4)

C/O. S.R. 1.60 KL @ 1 Mtr. Staging ht.(Vill. Surarwan)

C/O. S.R. 3.10 KL @ 1 Mtr. Staging ht.(Vill. Ram Nagar)

C/O. S.R. 2.20 KL @ 15 Mtr. Staging ht.(Vill. Bheri)

C/O. S.R. 2.00 KL @ 10 Mtr. Staging ht.(Vill. Dadoh)

C/O. S.R. 0.25 KL @ Over Ground Tank (Vill. Danghal)

C/O. S.R. 0.25 KL @ 10 Mtr. Staging ht.(Vill. Makroli)

C/O. S.R. 0.40 KL @ 10 Mtr. Staging ht.(Vill. Sahaura)

C/O. S.R. 0.90 KL @ 1 0 Mtr. Staging ht.(Vill. Dinni)

C/O. S.R. 1.30 KL @ 1 0 Mtr. Staging ht.(Vill. Jagnal)

C/O. S.R. 0.30 KL @ 5 Mtr. Staging ht.(Vill. Sanihal)

C/O. S.R. 0.40 KL @ 10 Mtr. Staging ht.(Vill. Dhiala)

Pumping Machinery:- Supply of submerssible puming set of KSB/Kirloskar/Lubi/Sabar/Calama/ SU/Crompton /Johnston/ Worthington/ BS make confirming to BIS:8034-1974/5660-1970 (latest) suitable for lifting clear, cold & fresh water fitted with bronze impellers or suitable allow directly coupled to squirrel cage electric induction motor of same make as that of pump confirming to BIS:9283-1979 (latest with upto date ammendments) and totally water proof for submerssible 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 non-vertical loads with minimum wear and tear. It should also be fitted with a device to take up expension of water with the heating of motor including water level guard, errection clamps, cable clips & depth guage etc. The pump shall be suitable for operation on data give below:-

Location of site :-The site is located at a distance of 25 Kms.from Pathankot Railway Station.

The altitude of place in which :-Altitude of place is 435 Metres above Mean Sea Level. The motor is intended to work:-

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- Metres

Centre line level of Pump :-241.00 Metres

Discharge level of highest point:- 297.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 12.50 L.P.S.

Total head in Metres :-59.32 Metres

Length of Rising Main :- 30 Metres

Dia of Rising Main :- 200 mm dia (MSERW)

No.of working hours per day :16.00 Hours.

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

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head.BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing C.I.double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size 200 dia as per offered pump and Class PN 1.0 having one size higher to delivery size of Pump and capable of with standing nominal seat pressure of 10.20Kgs/Csqm. conforming to IS 780-1984 (P-I)

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump (size --dia and clasas PN 1.0 and shall be suitable for withstanding nominal seat pressure of 10.20 Kgs.cm<2)conforming to IS: 5312-1984 (Note:- The size of valve specified by the tenderer)

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main & class PN 1.0 shall be suitable for withstanding nominal seat pressure of 10.20Kgs./Cm<2).(Note:- The size of valve specified by the tenderer)

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side .(Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB .authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer

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

Providing Lowering of Column Assembly of 150 mm.dia and common header 200 mm.dia Confirmng to IS-1239 or MSERW pipe 4.80 mm.thick conforming BIS-1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971(Table-17) including tapers,flanges,rubber gaskets 3mm.thick as as per BIS-2712-1978,nuts & bolts as per 1364-1983 and specials upto collection tank as per directions of Engineer-in-Charge /as per layout approved by the Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xii).NOTE:- Actual laying tobe done as per final drawings to be approved by the Engineer-in-Charge.

Erection of all equipments from S.No. 72 to 75.d and 76 to 62 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Supply of submerssible puming set of KSB/Kirloskar/Lubi/Sabar/Calama/ SU/Crompton /Johnston/ Worthington/ BS make confirming to BIS:8034-1974/5660-1970 (latest) suitable for lifting clear, cold & fresh water fitted with bronze impellers or suitable allow directly coupled to squirrel cage electric induction motor of same make as that of pump confirming to BIS:9283-1979 (latest with upto date ammendments) and totally water proof for submerssible 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 non-vertical loads with minimum wear and tear. It should also be fitted with a device to take up expension of water with the heating of motor including water level guard, errection clamps, cable clips & depth guage etc. The pump shall be suitable for operation on data give below:-

Location of site :-The site is located at a distance of 25 Kms.from Pathankot Railway Station.

The altitude of place in which :-Altitude of place is 435 Metres above Mean Sea Level. The motor is intended to work:-

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- Metres

Centre line level of Pump :-241.00 Metres

Discharge level of highest point:- 297.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 12.50L.P.S.

Total head in Metres :-59.32 Metres

Length of Rising Main :- 30 Metres

Dia of Rising Main :- 200 mm dia (MSERW)

No.of working hours per day :16.00 Hours.

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

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing C.I.double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size 200 dia as per offered pump and Class PN 1.0 having one size higher to delivery size of Pump and capable of with standing nominal seat pressure of 10.20Kgs/Csqm. conforming to IS 780-1984 (P-I)

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump (size --dia and clasas PN 1.0 and shall be suitable for withstanding nominal seat pressure of 10.20 Kgs.cm<2)conforming to IS: 5312-1984 (Note:- The size of valve specified by the tenderer)

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main & class PN 1.0 shall be suitable for withstanding nominal seat pressure of 10.20Kgs./Cm<2).(Note:- The size of valve specified by the tenderer)

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side .(Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB .authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer

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

Providing Lowering of Column Assembly of 150 mm.dia and common header 200 mm.dia Confirmng to IS-1239 or MSERW pipe 4.80 mm.thick conforming BIS-1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971(Table-17) including tapers,flanges,rubber gaskets 3mm.thick as as per BIS-2712-1978,nuts & bolts as per 1364-1983 and specials upto collection tank as per directions of Engineer-in-Charge /as per layout approved by the Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xii). NOTE:- Actual laying tobe done as per final drawings to be approved by the Engineer-in-Charge.

Erection of all equipments from S.No.79 to 82.d and 83 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Providing horizontal spindle, horizontal/radial split casing/and suction (backfull out arrangement) single/ double/ multistage centrifugal pump or combination of pumps, in series/parallel of recommended make such as BS/SABAR/LUBI/Calama/KSB/Crompton/SU/Johnston/Kirloskar /BE/Jyoti as per BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterstics with bronze, impellers, priming funnels, casing ring and shaft sleaves of bronze, shaft of 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 manufacturer of the pumping set) to slipring/squirrel cage screen protected drip proof induction motor of Kirloskar/ BHEL/Crompton /NGEF/GEC/ Siemen/ Jyoti/BHEL/ GEC/ABB confirming to BIS-325-1978 read wih BIS:900-1978 (latest with upto date ammendments) It should be include the cost of bearing, nuts & bolts painting etc and shall be suitable for operation as per data given below :-

The pumping machinery shall be installed on properdised baseplate , which is to befrom the principal manufacturer of pumping set. The foundation of the machinery should be designedandanchored properly.

Location of site :-The site is located at a distance of 25 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 460 Metres above Mean Sea Level.the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- Metres

Centre line level of Pump :-293.00 Metres

Discharge level of highest point:-471.10 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 12.50 L.P.S.

Total head in Metres :-284.84 Metres

Length of Rising Main :- 14430 Metres

Dia of Rising Main :- 150 mm dia GI Medium Class

No.of working hours per day :-16 Hours.

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

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-8 Hours continueously for 7 days.

Providing Cast Steel double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size dia as per offered pump and Class ASA-150 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 21 Kgs/Csqm. conforming to BS 1414/API-600

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size 100 mm.dia and clasas Class ASA-150 and shall be suitable for withstanding nominal seat pressure of 21.00 Kgs.cm<2)conforming to BS 1868/API-600

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 200 mm.& class ASA-150 shall be suitable for withstanding nominal seat pressure of 21.00Kgs./Cm<2).

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS 1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all laid in pipers or trenches other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side (Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.(21x2 =42)

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).

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

Providing ,Laying jointing of Delivery/sunction pipe conforming to BIS:1978-82/BIS-1239-1990 of suitable size of suction, delivery and common header considering site requirement & NPSH required/available. The pipe size for suction and delivery shall as per the requirement of offered pump and common header shall be3 equal to dia of Rising main icnluding cost of tappers, flanges Table-17 (confirming to relevant table of BIS-6392-1971) bends, rubber gasket, 3mm thick nuts, & bolts and specials upto 5 mtrs away from the outer wall of pump house as per layout drawing approved by Engineer-in-charge. Pipe & material shall be capable of with standing field test pressure equal to 1.5 times the operating pressure.The complete arrangement shall be comprise of:-

(a) Suction pipe ---mm dia GI Pipe (Medium Class)

(b) Delivery pipe ----mm dia GI Pipe ( Medium Class)

( c) Common header 200 mm dia GI Pipe (Medium class)

Erection of all equipments from S.No. 86 to 89 and 90 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Providing horizontal spindle, horizontal/radial split casing/and suction (backfull out arrangement) single/ double/ multistage centrifugal pump or combination of pumps, in series/parallel of recommended make such as BS/SABAR/LUBI/Calama/KSB/Crompton/SU/Johnston/Kirloskar /BE/Jyoti as per BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterstics with bronze, impellers, priming funnels, casing ring and shaft sleaves of bronze, shaft of 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 manufacturer of the pumping set) to slipring/squirrel cage screen protected drip proof induction motor of Kirloskar/ BHEL/Crompton /NGEF/GEC/ Siemen/ Jyoti/BHEL/ GEC/ABB confirming to BIS-325-1978 read wih BIS:900-1978 (latest with upto date ammendments) It should be include the cost of bearing, nuts & bolts painting etc and shall be suitable for operation as per data given below :-The pumping machinery shall be installed on properdised baseplate , which is to befrom the principal manufacturer of pumping set. The foundation of the machinery should be designedandanchored properly.

Location of site :-The site is located at a distance of 22 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 460 Metres above Mean Sea Level.the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- Metres

Centre line level of Pump :-467.10 Metres

Discharge level of highest point:-609.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 6.17 L.P.S.

Total head in Metres :-164.76 Metres

Length of Rising Main :- 4162 Metres

Dia of Rising Main :- 125 mm dia GI (MEDIUM CLASS)

No.of working hours per day :-16.00 Hours.

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

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-8 Hours continueously for 7 days.

Providing Cast Steel double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size dia as per offered pump and Class ASA-150 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 21 Kgs/Csqm. conforming to BS 1414/API-600

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size 100 mm.dia and clasas Class ASA-150 and shall be suitable for withstanding nominal seat pressure of 21.00 Kgs.cm<2)conforming to BS 1868/API-600

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 125 mm.& class ASA-150 shall be suitable for withstanding nominal seat pressure of 21.00Kgs./Cm<2).

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all laid in pipers or trenches other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side (Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.(11x2 =22)

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer

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

Providing,Laying jointing of Delivery/sunction pipe conforming to BIS:1978-82/BIS-1239-1990 of suitable size of suction, delivery and common header considering site requirement & NPSH required/available. The pipe size for suction and delivery shall as per the requirement of offered pump and common header shall be3 equal to dia of Rising main icnluding cost of tappers, flanges Table-17 (confirming to relevant table of BIS-6392-1971) bends, rubber gasket, 3mm thick nuts, & bolts and specials upto 5 mtrs away from the outer wall of pump house as per layout drawing approved by Engineer-in-charge. Pipe & material shall be capable of with standing field test pressure equal to 1.5 times the operating pressure.The complete arrangement shall be comprise of:

(a) Suction pipe ---mm dia GI Pipe (Medium Class)

(b) Delivery pipe ----mm dia GI Pipe ( Medium Class)

( c) Common header 125 mm dia GI Pipe (Medium class)

Erection of all equipments from S.No. 78 to 82and 83 including cost of tees, bends,tapers and any other fittings

Providing horizontal spindle, horizontal/radial split casing/and suction (backfull out arrangement) single/ double/ multistage centrifugal pump or combination of pumps, in series/parallel of recommended make such as BS/SABAR/LUBI/Calama/KSB/Crompton/SU/Johnston/Kirloskar /BE/Jyoti as per BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterstics with bronze, impellers, priming funnels, casing ring and shaft sleaves of bronze, shaft of 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 manufacturer of the pumping set) to slipring/squirrel cage screen protected drip proof induction motor of Kirloskar/ BHEL/Crompton /NGEF/GEC/ Siemen/ Jyoti/BHEL/ GEC/ABB confirming to BIS-325-1978 read wih BIS:900-1978 (latest with upto date ammendments) It should be include the cost of bearing, nuts & bolts painting etc and shall be suitable for operation as per data given below :-The pumping machinery shall be installed on properdised baseplate , which is to befrom the principal manufacturer of pumping set. The foundation of the machinery should be designedandanchored properly.

Location of site :-The site is located at a distance of 22 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 460 Metres above Mean Sea Level.the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- Metres

Centre line level of Pump :-467.10 Metres

Discharge level of highest point:-652.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 2.33 L.P.S.

Total head in Metres :-220.01 Metres

Length of Rising Main :- 4720.00 Metres

Dia of Rising Main :- 80 mm dia GI (MEDIUM CLASS)

No.of working hours per day :-16.00 Hours.

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

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-8 Hours continueously for 7 days.

Providing Cast Steel double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size dia as per offered pump and Class ASA-150 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 21 Kgs/Csqm. conforming to BS 1414/API-600

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size 100 mm.dia and clasas Class ASA-150 and shall be suitable for withstanding nominal seat pressure of 21.00 Kgs.cm<2)conforming to BS 1868/API-600

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 80mm.& class ASA-150 shall be suitable for withstanding nominal seat pressure of 21.00Kgs./Cm<2).

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all laid in pipers or trenches other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side (Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).6x2 =12

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

Providing,Laying jointingog of Delivery/sunction pipe conforming to BIS:1978-82/BIS-1239-1990 of suitable size of suction, delivery and common header considering site requirement & NPSH required/available. The pipe size for suction and delivery shall as per the requirement of offered pump and common header shall be3 equal to dia of Rising main icnluding cost of tappers, flanges Table-17 (confirming to relevant table of BIS-6392-1971) bends, rubber gasket, 3mm thick nuts, & bolts and specials upto 5 mtrs away from the outer wall of pump house as per layout drawing approved by Engineer-in-charge. Pipe & material shall be capable of with standing field test pressure equal to 1.5 times the operating pressure.The complete arrangement shall be comprise of:

(a) Suction pipe ---mm dia GI Pipe (Medium Class)

(b) Delivery pipe ----mm dia GI Pipe ( Medium Class)

( c) Common header 150mm dia GI Pipe (Medium class)

Erection of all equipments from S.No. 100 to 103 and 104 including cost of tees, bends,tapers and any other fittings

Providing horizontal spindle, horizontal/radial split casing/and suction (backfull out arrangement) single/ double/ multistage centrifugal pump or combination of pumps, in series/parallel of recommended make such as BS/SABAR/LUBI/Calama/KSB/Crompton/SU/Johnston/Kirloskar /BE/Jyoti as per BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterstics with bronze, impellers, priming funnels, casing ring and shaft sleaves of bronze, shaft of 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 manufacturer of the pumping set) to slipring/squirrel cage screen protected drip proof induction motor of Kirloskar/ BHEL/Crompton /NGEF/GEC/ Siemen/ Jyoti/BHEL/ GEC/ABB confirming to BIS-325-1978 read wih BIS:900-1978 (latest with upto date ammendments) It should be include the cost of bearing, nuts & bolts painting etc and shall be suitable for operation as per data given below :-The pumping machinery shall be installed on properdised baseplate , which is to befrom the principal manufacturer of pumping set. The foundation of the machinery should be designedandanchored properly.

Location of site :-The site is located at a distance of 22 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 460 Metres above Mean Sea Level.the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____

(b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre

©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____

(d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- Metres.

L.W.L.in Tube-Well :- Metres

Maximum draw down :- Metres

Maximum draw down :- Metres

Centre line level of Pump :-467.10 Metres

Discharge level of highest point:-625.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 3.65 L.P.S.

Total head in Metres :-183.49 Metres

Length of Rising Main :- 4273 Metres

Dia of Rising Main :- 100 mm dia GI (MEDIUM CLASS)

No.of working hours per day :-16.00 Hours.

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

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 15% of total head.BHP.with following margins/multiplying factor at duty point,whichever is higher.

a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2

b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15

c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-8 Hours continueously for 7 days.

Providing Cast Steel double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size dia as per offered pump and Class ASA-150 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 21 Kgs/Csqm. conforming to BS 1414/API-600

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size 100 mm.dia and clasas Class ASA-150 and shall be suitable for withstanding nominal seat pressure of 21.00 Kgs.cm<2)conforming to BS 1868/API-600

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 100 mm.& class ASA-150 shall be suitable for withstanding nominal seat pressure of 21.00Kgs./Cm<2).

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all laid in pipers or trenches other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side (Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/ Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).2x6 =12

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

Providing,Laying jointingog of Delivery/sunction pipe conforming to BIS:1978-82/BIS-1239-1990 of suitable size of suction, delivery and common header considering site requirement & NPSH required/available. The pipe size for suction and delivery shall as per the requirement of offered pump and common header shall be3 equal to dia of Rising main icnluding cost of tappers, flanges Table-17 (confirming to relevant table of BIS-6392-1971) bends, rubber gasket, 3mm thick nuts, & bolts and specials upto 5 mtrs away from the outer wall of pump house as per layout drawing approved by Engineer-in-charge. Pipe & material shall be capable of with standing field test pressure equal to 1.5 times the operating pressure.The complete arrangement shall be comprise of:

(a) Suction pipe ---mm dia GI Pipe (Medium Class)

(b) Delivery pipe ----mm dia GI Pipe ( Medium Class)

( c) Common header 150mm dia GI Pipe (Medium class)

Erection of all equipments from S.No. 107 to 110 and 111 including cost of tees, bends,tapers and any other fittings

(Rising Main)Providing, laying, jointing and testing of MSERW pipes 200 mm dia ( Zinc Coated) duly flanged to be welded after 66 mtr. interval of pipe with intermediate butt welded joints including cost of flanges tees & bends etc, of required degrees, tee made from parent tube confirming to IS-IS/ISO -3183-2007 of steel grade L-210 or A as per dimensions, wall thickness & test pressure mentioned below in a randum length of pipe is 4-7 mtr, and the pipe should be welded with MS flange confirming to IS:6392-1971 & the welding should be done in two layers on both the faces to made the joints leak proof confirming to IS:816-1965 with electrode confirming to IS:814-1967) including required Nos., & size of MS nuts, and bolts confirming to IS:1369:1971 and asbestos fibre jointing gasket (compressed) sheet not be less than 3mm in thickness confirming to IS:2712-1985. The pipe shall have internal & external galvanised Zinc coating of approximate thickness owing to IS 4736 as and corrsive coating at manufacturing site. Thirt pary inspection shall be arranged by the firm his own cost in the prence of departmental representive from any one of the agencies ie . DNV/SGS/BUREAU VARITAS . The laying of pipe should be confirming to IS 5822-1994 as per the direction and satisfaction of the Engineer-in-Charge.

200 mm dia Flanged Table-5

(Stage-1) Providing ,Laying and jointing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of 150 mm dia (Medium class) duly flanged to be welded after 30 mtr. ,interval of pipe with intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge.

150 mm dia Flanged Table-28

150 mm dia Flanged Table-17

150 mm dia Flanged Table-5

STAGE-II (PHASE-I) Providing ,Laying and jointing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of 125 mm dia (Medium class) duly flanged to be welded after 30 mtr. ,interval of pipe with intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge.

125 mm dia Flanged Table-17

125 mm dia Flanged Table-5

STAGE-II (PHASE-II) B Providing,Laying and jointing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of 100 mm dia (Medium class) duly flanged to be welded after 30 mtr. ,interval of pipe with intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge.

100 mm dia Flanged Table-28

100 mm dia Flanged Table-17

100 mm dia Flanged Table-5

STAGE-II (PHASE-II) A Providing,Laying and jointing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of 80 mm dia (Medium class) duly flanged to be welded after 30 mtr. ,interval of pipe with intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge.

80 mm dia Flanged Table-28

80 mm dia Flanged Table-17

80 mm dia Flanged Table-5

Providing ,Laying, jointing and testing in trenches GI pipe confirming to ISI specification i/c commissioning complete in all respect of following dia in distriabution (earth work in trenches shall be measured and paid for separately) including all leads and lifts as per the direction & satisfaction of E-in-charge.

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

Dismentalling & disjointing of G.I pipe of following dia in trenches (earth work to be paid for separately)complete in all respect i/c all leads and lifts as per direction and satisfaction of Engineer-in-charge.

25mm dia

32mm dia

40mm dia

50mm dia

Relaying of G.I pipe of following dia in trenches (earth work to be paid for separately)complete in all respect i/c all leads and lifts as per direction and satisfaction of Engineer-in-charge.

25mm dia

32mm dia

40mm dia

50mm dia

Providing functional house Tap connection i/c cost of GI pipes 15 mm dia,gate valve, Stant post, and all necessary GI, fitting,& connection complete from distribution line etc. within all leads and lifts as per the direction of Engineer-in-Charge.

HARJEET SINGH

S.k.sharma contractor and engineer

Unipro Techno Infrastructure Pvt Ltd