Providing LWSS Chowki Chabot Amroh from River Beas in Tehsil - Distt. Hamirpur under JJM

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 earth within all leads and lifts 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 disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original condition including soring, strutting, timbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts 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.

Earth work in foundation for digging well in dry excavation from gravel level upto the level where well curb is placed, including depositing spoil within all radius and filling space outside the well after completion from N.S. level to 1.5 meters depth in all kind of soil such as pick work,jumper work, blasting work Soft/hard Rock chiseling workSoft/hard Rock(where blasting is prohibited) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Wet well sinking in gravel including all pumping, shoring etc.complete in all respect.

From spring level to 3.00 meters below S.L.

Exceeding 3 meters, but upto 6.00 meters below S.L.

Exceeding 6 meters, but upto 9.00 meters below S.L.

Exceeding 9 meters, but upto 10.00 meters below S.L.

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per the directioin and to the entire satisfaction of the Engineer-in-Charge

Lowering steel well curb in the pit and assembling in position in all depth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

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

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

Providing and laying cement concrete1:1:2 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Columns & pillars , posts and struts [ square rectangular or polygonal in plan.]. Upto floor two level

Providing and laying cement concrete1:1.5:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Arches up to floor to level

Lintel Beams girder.

Columns & pillars , posts and struts [ square rectangular or polygonal in plan.]. Upto floor two level

Providing and laying cement concrete 1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form in foundation and plinth in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying no fine concrete 1:4 (1 Cement:4 stone) aggregate 20mm nominal size) and curing complete in foundation and plinth excluding the cost of form work complete including all leads and lifts to the entire satisfaction of Engineer-in-charge.

Random rubble masonary/polygonal rubble masoanry (uncoused/brought to courses) with hard stone of approved qualtiy in Providing and fixing of including levelling up with cement concrete 1:6:12(1cement:6sand) 12 grded stone aggregate 40mm nominal size) plinth in level in cement Mortar 1:6(1cement:6sand) in all leads and lifts.

Brick work using common burnt clay building bricks in super structures above plinth level upto floor two level in cement mortar 1:6(1cement:6sand) 2nd class brick in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6(1cement:6sand) 2nd class brick in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required 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 materials with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge..

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

Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregate40mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Beams, cantilevers, girders & lintels side & sofits of beam ,beam hauncings , cantilevers, bressumers & lintels not exceeeding 1.00 mtrs. Depth in all heights from the floor.

Columns & pillars , posts and struts [ square rectangular or polygonal in plan.]. Upto floor two level

Foundation footing and basis of mass concsrete

Edges of slab

Providing form work or ordinary timber plankings , so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

Arches beyond 6 mtrs. Span

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

20mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:4(1cement:4sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

15 mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:4(1cement:4sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement 3 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts

Boulder/stone filling behind retaining wall/ dry hand packed tightly compelete under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying Cement concrete 1:5:10(1 cement:5 sand:10 graded stone aggregate40 mm N/size)with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150 mm to 300 mm as per IPH specification in all leads and lifts.laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts.

Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone aggregate 40mm nominal size) curing complete excluding the cost of form works and suttering in foundation and plinth in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size ) in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Construction of Panel room over percolation well at booster stage sachui having load bearing wall structure as pump house M-20 asthetically designed as per location and plinth area 9.8956Sqm including iternal wiring and all other allied items required to complete the workcomplete in all respect to the entire satisfaction of Engineer-in-charge.

Providing Laying, jointing and testing GMS tube Heavy Class of following diameter including fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge

200 mm dia

Providing and fixing C.I. Sluice valves of following diameter Kirloskar/Leader make with hand wheel as per IS:780-1984 Class-I upto 300mm dia (incluidng brass spindle as per 2906-1984 Class-II for dia >300mm dia complete with bolts nuts, rubber insertion etc. as per diection and to the entire satisfaction of the Engineer-in-charge.

200 mm dia

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 100 kg in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Prov. & fixing water level indicator including all accesorries complete in all respect as per entire satisfaction of Engineer in charge.

Prov. & fixing ventilation pipe including all accesorries complete in all respect as per entire satisfaction of Engineer in charge.

Providing and laying cement concrete 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:-

Foudation,footing base of column and the like mass concrete.

P/F fencing pannel of size 1.20x1.80mtr. Of jali25x25mm welded to M.S. black tube of 32mm dia of 14 gauge with M.S. Plate 2x3mm, welded allaround the pipe panel two on both side and providing hold fasr 7No of M.s. flat of 32x3mm thckness i/c welding, painting with red oxide paint to the entire sats faction of engineer -in - charge.

Providing and laying Heavy duty precast cement concrete interlocling paver blocks vibro compacted upto M-50 grade including boder and curve block grey or clooured on concrete base 60mm thick complete in all respect.(60mm Thick)

Providing and laying PVC pipe 100mm dia for weep hole in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing aluminium (16 gauge) Doors , windows and ventilators including frame work with glass of 5mm thick with in all leads and lifts.

Providing and fixing aluminium (16 gauge) Doors , windows and ventilators including frame work with wire gauge mesh with in all leads and lifts.

Providing and fixing aluminium grill in window , ventilators with in all leads and lifts.

Providing and fixing double charged vitrified tiles ( of NITCO or any other ISI marked ) in mat finish 322x322 mm in cement mortar 1:4 ( One cement : four sand) in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing on wall face C.I. rain water pipe jointing with spun yarn and cement mortar 1:2 (1cement:2sand) 100mm dia in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing 0.6 mm thick TRAPEZOIDAL COLOURED ROOFING SHEET having 120 gsm , both sides coating having polyster coating of 20 micron on top over primer and ALKYD coating 5-7 micron on bottom side complete excluding the cost of purlins refters and trusses in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing ridge and hips 60 cm overall in plain with galvanized iron G.I. sheet fixed with G.I. or L hook bolts nuts 7mm thick dia G.I. limpet washer/ bitumen washer one piece plain angle ridges in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing 15cm wide 45cm overall semi circular plain G.I. sheet gutter with iron brackets 40x3mm size bolts & nuts washer including making necessary connection with rain water pipe 0.80mm thick sheet in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1cement:2sand:4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc. 100mm diameter for C.I. pipe in all leads and lifts to the entire satisfaction of Engineer-in-charge.

White washing with lime on undecorated walls surface (two coats)to give an even shade including throughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Extra over item for white washing with lime on ceiling and or sloping roofs in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on decorated wall surfaces to give an even shade over and manufacture after thoroughly brushing the surface free from motar droppings and other foreign matter and also including prepairing the surface even and sand papered smooth complete in all respect

Supply and fixing rolling shutters made of 80mmx1.25mm M.S. latchs interlocked together through entire length and joined together at the end by end locks mounted on specially designed pipe shafts with brackets side guides and arrangements for inside and outside locking with push pull operation complete but excluding the cost of the top cover and spring shutters having width below 3.5 meters in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing top cover on the rolling shutters in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing spring for rolling shutters in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Construction of cable trench from 11 KV 6 Pole structure to transformer room of size 60 x60 cm in SR masonry in CM 1:6 (One cement :Six sand) with 15 mm thick cement plaster in cement mortar 1:6 ( One cement : Six sand) covered with MS grating of required size complete in all respect.

Construction of Rain water open drain of size 30 x 30 cm in CC 1:3:6 ( One cement: three sand :Six graded stone aggregat 20 mm nominal size) with 15 mm tick cement plaster in cement mortar 1:6 ( One cement:Sis sand) complete in all respect.

Providing and installation of electric operated gantry crane of 5 MT of heavy duty as per IS 807 & IS 3177 latest with upto date ammendments complete in all respect

Providing Laying/ jointing and trenches (to level or grade) GMS pipe with 5% joint as flanged joint & remaining 95% butt welded of below mentioned diameter conforming to IS 1239-2001 (latest upto date amendments) of grade and wall thickness as specified, suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts & bolts as per IS1369-1967 & compressed asbestos fiber jointing gaskets sheet not less than 300mm in thickness as per IS 2712-1998 complete in all respects to the entire satification of Engneer in charge. the laying of pipe shall conform to IS 5822-1994 ass well as CPHEEO manual and will include all operation such as jointing including flushing, cleaning and hydraulic testing complete in all respect to the entire satisfaction of Engineer charge including entire carriage of materials in all lifts and leads. (The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMS Pipe 125 mm dia (Medium Class) Booster stage-I &II

Providing, Laying, jointing and testing of GMSERW Pipe L-415 (X-60) bevelled edged conforming to ISO:3183-2012 of following mentoned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to IS:4736-1986 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to IS:814-1991, at site of work complete in all respects. Each butt welded joint shall be tested with dye-penetration test ( with the kit consisting of 3 sprays of 250 ML each includes (a) Cleaner CL-96 (b) Penetrant PT-97 (c) Developer Div-98 of checkmate make) complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. (The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMSERW pipe 200mm dia R.D. 0/0 to 15000 m with wall thickness 5.60mm

GMSERW pipe 200mm dia R.D. 15000 to 24000 m with wall thickness 5.20mm

GMSERW pipe 200mm dia R.D. 24000 to 33500 m with wall thickness 4.80mm

Providing welding and fixing of MS flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) and welding of MS flanges with GMS/GMSERW pipes in three layers on both faces i.e two layer on outer faces and one layer on inner face to make the joint leak proof (The cost of providing and laying of MSERW/GMS pipes 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. the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfaction of engineer in charge within all leads and lifts.

GMSERW pipe 200mm dia MS flange Table-38

GMSERW pipe 200mm dia MS flange Table-34

GMSERW pipe 200mm dia MS flange Table-28

GMSERW pipe 200mm dia MS flange Table-5

GMS pipe 125mm dia MS flange Table-5 (Booster stage I &II)

Providing Circumferencial Butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in charge.(The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMS pipe 125mm dia Booster stage

GMSERW pipe 200mm dia R.D. 0/0 to 33500m

Providing and fixing of double flanged cast steel Non Return valve of 200mm dia of Leader / Kirloskar / Sachdeva / RG or any other approved make capacity with standing normal seat pressure as per BS:1868/API-600 of Class ASA-600 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing of double flanged cast steel Non Return valve of 200mm dia of Leader / Kirloskar / Sachdeva / RG or any other approved make capacity with standing normal seat pressure as per BS:1868/API-600 of Class ASA-300 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing of double flanged cast steel sluice valve of 200mm dia of Leader/Kirloskar/Sachdeva/RG or any other approved make capacity with standing normal seat pressure as per BS:1414/API-600 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing of double flanged cast steel sluice valve of 200mm dia of Leader/Kirloskar /RG/Sachdeva make capacity with standing normal seat pressure as per BS:1414/API-600 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing Screw type Cast iron Air Valve 25mm dia (Single Ball type) of Leader /Sachdeva/RG or any other aaproved make confirming to BS:1452-90 with upto date amendment as per Class- 10.00 with standing a normal seat pressure of 10.20 kg/cm2 in rising main in all leads and lifts to the entire satisfaction of Engineer-in-charge.

(Booster stage-I ) Supply & Errection of horizontal spindle, vertical split casing Single/Multistage Submersible pumps of standard make such as KSB/Mather & Platt/Kirloskar/Best & crompton// Grounfos conforming to BIS 18034-1976 appropriate IS code (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/NGEF/Crompton/Siemen/Jyoti/ ABB/Morthon/Slip ring/squirrel cage screen protected drip proof induction eletric motor suitable for operation on the data given below:-

Discharge (Q) 11.86 LPS for each pump.

Total head in Mts. 28.51 meters

(a) LWL in sump well (h) mtrs.

(b) Shaft level mtrs.

(c ) Level at discharge point mtrs.

(d) Suction lift mtrs.

(e) Residual head mtrs.

(f) Static head 18.00 mtrs.

Rising main

(a) Length 550 mtrs.

(b) dia 125mm

Pumping hours 16 hours

Altitude of installation above MSL 770 mtrs.

Characterstics of water

(a) Temperature 25 degree centigrade

(b) Abient Temp.

( c) Turbidity 50 PPM

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer, soft starter), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. 68 as per technical specification sheet attached complete in all respect.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader/ or any other approved make of cast iron flanged sluice valve confirming IS 780:1984(P-1), size equal to dia of suction pipe Class- PN 1.6 provided with hand wheel/Cast iron Cap. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader/ or any other approved makeof suitable size cast Iron double flanged Actuated sluice valve having size one step higher to delivery of pump and capable of with standing nominal seat pressure of Class PN 1.6in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader/ or any other approved make of suitable size cast iron double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump for withstanding nominal seat pressure of Class PN 1.6 in all leads and lifts to the entire satisfaction of Engineer-in-charge.

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

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

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

Supply of standarad make 0-16 kg/Cm2 circular/square dial pressure gauge of suitable range Fiebeg / Bourden / Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.

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

a) Suction Pipe to be specified by the Tenderer

b) Delivery pipe to be specified by the Tenderer

c) Common header = 125 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Installation of all the above items S. No. 68 to 76 complete in all respect to the entire satisfaction of the Engineer-in-charge.

(Booster stage-I1) ISupply & Errection of horizontal spindle, vertical split casing Single/Multistage Submersible pumps of standard make such as KSB/Mather & Platt/Kirloskar/Best & crompton// Grounfos conforming to BIS 8034-1876 appropriate IS code (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/NGEF/Crompton/Siemen/Jyoti/ ABB/Morthon/Slip ring/squirrel cage screen protected drip proof induction eletric motor suitable for operation on the data given below:-

Discharge (Q) 11.86 LPS for each pump.

Total head in Mts. 32.52 meters

(a) LWL in sump well (h) mtrs.

(b) Shaft level mtrs.

(c ) Level at discharge point mtrs.

(d) Suction lift mtrs.

(e) Residual head mtrs.

(f) Static head 19.00 mtrs.

Rising main

(a) Length 750 mtrs.

(b) dia 125mm

Pumping hours 16 hours

Altitude of installation above MSL 770 mtrs.

Characterstics of water

(a) Temperature 25 degree centigrade

(b) Abient Temp.

( c) Turbidity 50 PPM

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer, soft starter), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. 78 as per technical specification sheet attached complete in all respect.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader/ or any other approved make of cast iron flanged sluice valve confirming IS 780, size equal to dia of suction pipe Class- PN 1.6 provided with hand wheel/Cast iron Cap.in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader/ or any other approved make of suitable size cast Iron double flanged Actuated sluice valve having size one step higher to delivery of pump and capable of with standing nominal seat pressure of Class PN 1.6 in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader/ or any other approved make cast iron double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump for withstanding nominal seat pressure of Class PN 1.6 in all leads and lifts to the entire satisfaction of Engineer-in-charge.

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

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

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

Supply of standarad make 0-16 kg/Cm2 circular/square dial pressure gauge of suitable range Fiebeg / Bourden / Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.

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

a) Suction Pipe to be specified by the Tenderer

b) Delivery pipe to be specified by the Tenderer

c) Common header = 125 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Installation of all the above items S. No. 78 to 86 complete in all respect to the entire satisfaction of the Engineer-in-charge.

1ST STAGE :- Supply & Errection of horizontal spindle, vertical split casing Single/Multistage centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/Kirloskar/Best & crompton/ Grounfos conforming to BIS 5120 appropriate IS code (latest with upto date amendments) read with BIS 9137-1978 or latest to handle clear water with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar /NGEF /Crompton /Siemen /Jyoti/ ABB /Morthon /Slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below:-

Discharge (Q) 11.86 LPS for each pump.

Total head in Mts. 636.90 meters

(a) LWL in sump well (h) 456.50 mtrs.

(b) Shaft level 456.00 mtrs.

(c ) Level at discharge point 906.00 mtrs.

(d) Suction lift mtrs.

(e) Residual head 3 mtrs.

(f) Static head 449.50 mtrs.

Rising main

(a) Length 33500 mtrs.

(b) dia 200mm

Pumping hours 16 hours

Altitude of installation above MSL 850 mtrs.

Characterstics of water

(a) Temperature 25 degree centigrade

(b) Abient Temp.

( c) Turbidity (Clear cold water)

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer, soft starter), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. 88 as per technical specification sheet attached complete in all respect.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader or any other approved make of suitable size cast iron flanged sluice valve confirming IS 780:1984(P-1), size equal to dia of suction pipe Class PN1.0 provided with hand wheel/Cast iron Cap. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar /Sachdeva/RG /Leader or any other approved make of suitable size cast steel double flanged Actuated sluice valve having size one step higher to delivery of pump and capable of with standing nominal seat pressure of 104.00 Kg/CM^2 class ASA -600 in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader or any other approved make cast steel double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump for withstanding nominal seat pressure of 104 Kg/CM^2 class ASA-600. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supply and fixing of Kirloskar/Sachdeva/RG /Leader or any other approved make of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main ie. 100 mm for withstanding nominal seat pressure of 104.00Kg/CM^2 of Class ASA 600. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

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

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

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

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

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

a) Suction Pipe to be specified by the Tenderer

b) Delivery pipe to be specified by the Tenderer

c) Common header = 200 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Installation of all the above items S. No. 88 to 97 complete in all respect to the entire satisfaction of the Engineer-in-charge.

Providing & fixing Electro Magnetic Flow Meters of Aquamet make for water transfer from Storage tank To Distribution tanks with wireless connectivity to central station complete in all respect to the entire satisfaction of engineer in charge within all leads and lifts.

80mm dia

100mm dia

125mm dia

150mm dia

AUTOMATION OF ENTIRE SYSTEM:- The tenderer/firm shall automate the scheme alongwith pumping machinery and other units scheme upto MBR-1 and shall be automated in such a way that these are automatically operaed at pre fixed hours/time or any other logic decided by the department and operated from main SCADA centre at Sachui pump house. The entire automation is to be carried out for Electrical, Instrumentation and automation works . Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its ouput in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devies shall be installed at each tank location, which shall sent massages through SCADA station at remote acess location. This data transmission system at each tank consists of field instruments for providing digital and analog signals todata transfer module. This module shall have a communication to web data transfr system model communication. The Control/RTU station shall have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser Jet printers and required furniture. At tank locations controlling devices shall be installed with water meter sensor, flow transmitters in tank Installation of hardware along with commissioning/programming as per user requriement shall be done. The detailed automation proposal shall be got approved by the firm from the competent authority. Firm has to incorporate all the inputs and outputs sugested by the department in the SCADA. To automised the entire scheme upto main storage tanks. (Decision for finalisation of proposal lies with thedepartment without assigning any reason) complete in all respect to the entire satisfaction of Engineer-in-charge.

Supply ,Delivery errection and commissioning of Auto-Chlorination system Comprising of components such as i) Vaccum feed wall mounted chlorination of capacity upto 6KG/Hr, ii) booster pump of capacity 6m3 of 40 MWC , iii)online Chlorine analizer,iv)chlorine leak detector,v) piping valve fittings , vi) filled chlorine cylinder 100 kg capacity installation and of acessories, providing and safety kit and all other equipments complete at collection tank & Main tank in all leads and lifts as directed by the Engineer-in-charge.

Construction of Chlorination Room of size 4.00x3.50mtrs having Load bearing wall structure in M-20 and plinth area given below complete in all respect including all necessary items including internal wiring,water supply & sanitation required to complete the job all leads and lifts as directed by the Engineer-in-charge.

Unipro Techno Infrastructure Pvt Ltd

Kashmirilal Constructions Pvt. Ltd.