Providing Lift water supply scheme for Kakira Kasba Gahar Parchhore and other multi villages rural piped water supply scheme for part of Block Bhattiyat in District Chamba HP in single package on Turn key job basis including trial, testing run defec

Amount

Boundary wall with Fencing Pannel around all the civil works such as Pump Houses cum Attendent room near left bank of Hobardi Khad, Main balancing reserviors,Service storage reservior,etc complete as directed by engineer in charge as per relevent data sheet and scope of work. (Ref data sheet No. 15 for further details.)

Excavation in foundation trenches etc. in earth work in all kinds of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 70% Jumper Work = 30%). Restoration of metalled surface to its original condition shall be paid for separately.

Providing and laying cement concrete 1:4:8 mix (One cement :Four sand : Eight stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts.

Providing and laying cement concrete 1:3:6 mix (one cement :Three sand :six stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts.

Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :-

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the engineer-in-charge with in all lead & lifts.

Manufacturing & Supply of Fencing Pannel of size 1.80 x 1.20 metres of Jali 25 x 25 mm welded to MS Black Tube 32 mm Dia Dia of 14 guage with MS Flat Cover 20 x 3 mm , MS Hold Fast 7 No made out of MS Flat 32 x 5MM including cutting, welding, painting two coat of red oxide paint complete in all respect.

Fixing of Fencing Pannel size 1.80 x 1.20 mtrs wide in Brick Pillar

2nd class brick masonry in square or rectangular pillar in cement mortor 1:4 (One cement: Six sand ) as per direction and to the entire satisfaction of Engineer- in-Charge with in all leads and lifts.

Steel work in single sections including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint in R.S. joists , channels , angles ,tees (For Gate) up to all leads and lifts as per Direction of Engineer-in -Charge.

Site development for various civil works such as Intake Structure, pump houses,Main balancing reserviors,Service storage reservior,retaining walls,breast wall etc complete as directed by engineer in charge.(Ref data sheet No. 16 for further details.)

Excavation in foundation trenches etc. in earth work in all kinds of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 70% Jumper Work = 30%). Restoration of metalled surface to its original condition shall be paid for separately.

Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :-

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing & laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40 mm nominal size ) with 15% plum and curing complete excluding cost of form work in retaining walls / breast walls the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D Specification.as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing and laying PVC pipe 65mm dia complete for weep holes as per direction of Engineer - in - Charge.with in all leads and lifts.

Head weir:- Construction of Head weir at Hobardi Khad of requried sizes. (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 17).

Excavation in foundation trenches etc. in earth work in all kinds of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 70% Jumper Work = 30%). Restoration of metalled surface to its original condition shall be paid for separately.

Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :-

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing in R.C.C. work smooth finishing of the exposed surface with the cement mortar 1:3 (1: Cement :3 Sand.) as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level. With in all leads and lifts as per Direcstion of Engoineer-in -Charge.

Providing and laying in trenches MSERW Pipe 200 mm Dia earth work in trenches to be measured and paid for seperately.as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing and fixing double flanged cast iron Sluice valve of following dia of Kirloskar/Leader make conforming to BS:1414 / API-600 various Class including campanion sheet gasket 3 mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 21.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

200 mm Dia.

Wire crate made of G.I wire filled with square cut faces against the wire ( Wire crates to be measured and paid for seprately ) all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

Wire crate made of G.I. Wire filled with boulder against the wire ( Boulder filling to be measured and paid for seprately ) 5 mm thick all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

Intake Structure :- Construction of Intake structure at left bank of Hobardi Khad of requried sizes i/c carriage in all leads and lifts & complete in all respect as per Direction and to the entire satisfaction of Engineer-in-Charge.(Refer Vol-II-Technical specification & Vol-III, Data sheet No. 1).

Excavation in foundation trenches etc. in earth work in all kinds of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 70% Jumper Work = 30%). Restoration of metalled surface to its original condition shall be paid for separately.

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

Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts. And removal of the same for in-situ reinforced concrete and plain concrete work in:-

Foundation , foootings base of columns and the like and mass concrete.

Columns,pillars,posts and struts beyond 4.00 mtrs.

Beam, cantilevers, girder and lintels:- Sides and soffits of beam haunching cantilever, girder, bressumers and lintels not exceeding 1 metres in depth with in all leads and lifts.

Flat surface such as soffits of suspeded floor s landing and the likes : up to 200 mm in thickness.

Edge of slab and breaks in floors and wall under 20cm wide.

Providing and laying cement concrete 1:1½:3 ( 1 cement:1½ approved sand :3 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

Foundation , foootings base of columns and the like and mass concrete.

Columns,pillars,posts and struts

Lintel,beams girders,bresaumers and cantilevers up to floor two level.

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

Suspeded floor roofs landing shelves and their supports balconies beams girders,bresaumers and cantilevers up to floor two level.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts.

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 in gratings framed guard, bars, ladders railling, brackets and similar work

Providing and fixing chain pully block 5 M Tonne capacity with in all leads and lifts.

Providing & fixing angle iron door, window, clearstory window frame manufactured from steel iron section 40x40x6mm, thickness including hinges jamb,lock jamb,beed and if required angle thrasohold of mild steel angle 50x25mm welded or rigidly fixed bymechanical means, lugs, with split end tails to each jamb including steel but thinges 2.5mm thick with provision for locking arrangement and shock as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-charge.

2nd class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 ( 1 cement :6 approved sand) as directed by Engineer-in-charge.

6mm thick cement plaster to ceiling with cement mortor 1:3(1cement :3 sand) as directed by Engineer-in-charge.

15mm thick cement plaster in single coat on rough side of stone/brick/concrete masonry for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth. In Cement Mortar 1:4( 1 cement :4 sand) as directed by Engineer-in-charge.

Providing and fixing M.S fan clamp type I of 16mm dia M.S. bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop,all as per standard design complete. as directed by Engineer-in-charge.

40mm thick cement concrete flooring 1:2:4 (1 cement :2 approved sand :4 approved graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement.

Providing and fixing M.S. grills of required pattern in wooden/steel frames of window etc. with M.S flats,square or round bars with round headed bolts and nuts or screws. Plain Grill

Providing and fixing 1mm thick MS sheet garrage door with frame of 40x40x6mm angle iron 3.15mm MS gusset plates at junction and corners, all necessary fitting complete including applying a priming coat of red lead paint.Using M.S angles 30mm x 6mm for diagonal braces with in all leads & lifts.

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 over after thoroughly brushing the surface to remove all dirt and remains of loose powered materials.

Applying priming coat over new steel and other metal surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes fine steel scrapers sand paper complete.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust and other foreign matter, With readymixed paint other than white.

Providing and fixing anodized aluminium sliding door bolts anodized colour and shade with bolts nuts and screw etc. complete. 250x16mm

Providing and fixing aluminium Tower bolts( Barrel Type) anodized transparent or dyed to required shade and colour screws etc. complete.150x10mm

Providing and fixing aluminium Handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete 100mm.

Construction of Inspection hut -: Survey ,structural designing to be approved by competent authority and c/o Inspection hut as per specification in the uploaded architectural drawing i/e all allied civil work excluding site development including internal and external Electrical work , Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, internal and external solar powered Street lighting, external landscaping complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions.( Refer to Technical specification volume-II and Data sheet No 11)

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work , Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, internal and external solar powered LED Street lighting, external landscaping, dewatering including P/F 5 Tonne Chain Pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete including site development as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department.(Refer Vol-II-Technical specification & Vol-III, Data sheet No. 2).

Pump house at Left Bank of Hobardi 1No., 174.71 sqm

Main Balancing Reservior and Sector Reserviors:- Survey , Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. and RCC (1:2:4) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions.(Refer Vol-II-Technical specification & Vol-III, Data sheet No. 4).

C/O MBR1 - 150 KL -GL (at Node No 4)

C/O MBR2 - 300KL -GL (Above Bakloh Cantt.)

C/o Sump(C/T) 45 KL-GL (Left Bank of Hobardi Khad.)

C/O MBR1 - SR1, 30KL-GL (at Node No.64)

C/O MBR1 - SR2, 30 KL-GL (at Node No. 50)

C/O MBR1 - SR3, 10KL-GL (at Node No.45 )

C/O MBR1- SR4, 10KL-GL (at Node No 16)

C/O MBR1- SR5, 50 KL-GL (at Node No.05)

C/O MBR2 - SR1, 15 KL-GL (at Node No.67)

C/O MBR2 - SR2, 15 KL-GL (at Node No.112)

C/O MBR2 - SR3, 30 KL-GL (at Node No.83)

C/O MBR2 - SR4, 10 KL-GL (at Node No.143)

C/O MBR2 - SR5, 10 KL-GL (at Node No.105(A)

C/O MBR2 - SR6, 10 KL-GL (at Node No.86(A)

C/O MBR2 - SR7, 10 KL-GL (at Node No.80)

C/O MBR2 - SR8, 10 KL-GL (at Node No.64)

C/O MBR2 - SR9, 10 KL-GL (at Node No.70(A)

C/O MBR2 - SR10, 10 KL-GL (at Node No.35(A)

C/O MBR2 - SR11, 10 KL-GL (at Node No.20.

C/O MBR2 - SR12, 10 KL-GL (at Node No.57(A)

C/O MBR2 - SR13, 10 KL-GL (at Node No.26(A)

C/O MBR2 - SR14, 40 KL-GL (at Node No.93.

C/O MBR2 - SR15, 30 KL-GL (at Node No.117.

C/O MBR2 - SR16, 20 KL-GL (at Node No.110.

C/O MBR2 - SR17, 20 KL-GL (at Node No.16(A).

C/O MBR2 - SR18, 25 KL-GL (at Node No.49.

C/O Water Treatment Plant:-The scope of work includes the Survey , designing ,construction of 1.40 MLD water capacity water treatment plant capable to treat the raw water 1.40 MLD for clear water capacity water treatment plant capable to treat the raw water 1.40 MLD for the quality specified in the basic design data to produce clear water as per the requirements of latest CPHEEO manual on water supply and treatment (chapter 7) and as specified in basic design data. The CPHEEO water manual on water supply include the , Cascade aerators, Raw water tank,tube settler, Parshall Flume, alum and lime solution mixing tank and dozing arrangement, flash mixer, mechanical clariflocculator with S.S. assembly, ,rapid sand filter complete including filter media with back wash including disposal arrangements, clear water tank complete,including all works pertaining to it. Rate of filteration should be kept in between 4.8 to 5 m/hr. But with the inlet and outlet control arrangements designed to permit 100% overload for emergent occassions. also plant building for housing chemical store, water testing laboratory, plant office, toilet, pumps, pump house, water testing piping, valves, mechanical/electrical equipment, electric wiring and panel boards drainage sanitation, interconnecting paths, site development up to a minimum of 3 mtr from edge of each unit and fencing as per design parameters and specification. (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 3).

The components/units mentioned/proposed above are tentative and the WTP 1.40 M.L.D.shall comprise of but not limited to above arrangements/methodology The final decision regarding the components shall be made at the time of finalisation of the design drawings. A well-equipped laboratory of appropriate size for water testing at Hobardi shall be provided as per clause 15.6 of CPHEEO of water Supply & treatment. WTP shall be designed as per the specifications mentioned in Vol-2, Part-3 and CPHEEO Manual, if anything found contrary, then CPHEEO Manual shall be followed the same shall be to the entire satisfaction of Engineer-in-charge. The firm shall submit the detailed hydraulic and structural design and drawings (5 copies or as decided by Engineer-in-charge) for each component of treatment plant, which shall be approved by the department before the work is started. The designs & drawings of the mechanical electrical equipment and wiring etc. along with manufactures specifications/design also be submitted for approval to the department.

Thrust Blocks:- Construction of Thrust Block for Rising main of Booster 1st & 2nd phase of requried sizes (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 5).

Excavation in foundation trenches etc. in earth work in all kinds of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 70% Jumper Work = 30%). Restoration of metalled surface to its original condition shall be paid for separately.

Providing and laying Cement Concrete work 1:4:8(1cement :4sand : 8graded stone aggregate 40mm nominal size) & curing complete excluding the cost of form work in foundation & Plinth with in all leads and lifts as per Direction of Engineer-in -Charge.

Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :-

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing and laying Cement Concrete work 1:2:4(1cement :2 sand :4 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work inreinforcement for reinforced concrete work.

Foundation, footings basis of columns etc. and mass concrete as per the direction of the Engineer-in-charge with in all lead & lifts.

Wall ( any thickness but not less than 0.10 mtrs thickness) attached pillasters, butteresses, plinth and string courses etc. from top of foundatiion level upto floor two level

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing , Construction, and fabrication & errection steel truss pipe Xing of different spans as per proper design & drawing along the route of Rising main 150 mm Dia MSERW pipe filled with water with the provision of welded, bolted steel work in built up section, trusses and framed work including applying a priming coat of red lead paint, cutting hoisting and fixing in position etc. complete in all respect (For detail refer Data Sheet No:-7). The work shall also include the cost of R.C.C. abutments in M-30 Concrete mix i/c excavation in all kinds of soil, well designed bearings cost of all other materials/ accessories as required for C/O crossing with in all lads and lifts. The design and drawings shall be prepeared by the contractor and got approved from the competent authority before xecution of work. The live load should be cinsidered as 150 Kg/Sq.( For Detail refer Data Sheet -7).

Schedule A2-Pumping Machinery and Electrical Works :- Pumping Machinery Sump well To Water Treatment Plant.(Booster Stage.)

PUMPING MACHINERY SUBMERSIBLE:Providing and erection of submersible Raw water polder pump sets at Raw water stage of KSB/Calama/Johnston/Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code 8034:1976 upto latest relevant BIS Code. The pump should have Bronze impeller of suitable alloys as per BIS 5659-1970 with latest amendments (if any) suitable for Raw water with 10000 PPM turbidity having water lubricated bearing bush and stainless steel shaft with stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 KSB/SU make conforming to BIS 9283-1979 latest with up to date amendments, totally dust and water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated to with stand long vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump should include water level guards, erection clamps, cable clips and depth gauge with upto date amendments. It should include cost of bearing nuts bolts and painting etc. The pumping machinery shall be installed and anchored properly. All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete involving all wear and tear at the time of erection and testing The work should be completed to the entire satisfaction to the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Booster stage)

Booster stage:- 2 setsx15 =30 HP ( 1 working & 1 standbye)

Sump well to W.T.P. 19.05 L.P.S. With head of 27.64 Meter. = 2.00 Set

Providing suitable digital pressure guage ISI marked = 2.00 Nos.

Supply of digital soft starter of Allen Bradely/MEI/ Kilburn/Joyoti/Siemens/ S&S of heavy duty application of suitable rating constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter. The starters shall be of suitable rating and compatible to automation = 2.00 Nos.

Providing M S sheet 16 SWG steel fabricated floor mounted closed almirah type switch board powdered coated rust proof including angle iron post of suitable height and size ISA 65x65x6mm duly painted comprising and capable of mounting the following accessaries with all internal electric connections. Note:- The drawing of panel board shall be subject to approval of Engineer in charge = 1.00 No.

ICTP switches ( complete set) of required capacity with HRC fuses L&T/Havell's make and having capacity 30% extra of the operational rating of motor as per BIS: 4064-1978 with upto date ammendments immediatly after the power meter of HPSEB = 2.00 Nos.

Busbar chamber having 3 copper bars of suitable rating for full length of 3 live phases and one copper bar of half rating of full length for neutral conforming to BIS: 8084-1976 and BIS;11353-1985 read with BIS;5578-1985 all latest with upto date ammendments = 1.00 No.

MCB of required capacity of KilburnL&T/MEI/ standared/GEC make on in comming feeder for motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date ammendments with neutral linked under voltage release = 2.00 Nos.

Hour run meter of reputed make of four digit capacity conforming to BIS - 722 (latest edition) = 2.00 Nos.

Three phase indicating lamps( completeset) with toggle switches for individual phase conforming to BIS: 3452 ( part I & II) latest with up to date ammendments = 2.00 Nos,

Earth leakage circuit breaker (ELCB) of required capacity with20x3 Copper strip of Indtech/Datar/ Havell's make as per BIS: 2516-1977 with upto date ammendments and of suitaible range 20x3mm coper strips, with which should have control box, operating handel and trip/reset bush button, on/ off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnetic thermal release with metallic tape CTs.It should also be fitted with earth fault for tripping of breaker on occurance of earth fault on/off breaker load side = 1.00 No.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make C.I. double flanged sluice valve Class PN-1.00 (to be provided on delivery side) of size one step higher than the delivery size of pump and capable of with standing nominal seat test pressure of _10_ kg/cm². conforming to relevant BIS -14846-2000.

Sump well to Collection tank:- …100. mm dia ( To be specified by the tenderer) = 2.00 Nos.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make C.I. double flanged swing check type reflux valve Class PN -1.00 having bye pass arrangement (to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 10 kg/cm². conforming to relevant BIS -5312-1984

Sump well to Collection tank:- …100. mm dia ( To be specified by the tenderer) = 2.00 Nos.

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

On supply side of 3½ core( From HPSEB Meter to Switch &Starter) = 80.00 Rmt.

On motor side 3 core ( From Switch & Starter to Motor) = 80.00 Rmt.

Providing & laying double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & copper strips of 20x3mm suitable size conforming to BIS:3043-1987 (latest edition) for above motors & other electrical equipments. NOTE:-The strip size shall be 20x3 upto 18.5 KW, 25x3 for 18.5 to 37 KW, 25x5 for 37 to 55 KW & 32x5 beyond 55 KW = Job

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Havells/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable of Siemens/Gloster/ICC make from busbar chamber chamber to capacitor & also including ICTP switches Kilburn/L&T/Standard/Siemen's/Havell's of conforming to 4064-1978 or latest with HRC fuses with two years warrantee .

Pump House at left babk of Ohra Nallah:- …. KVAR ( To be specified by the tenderer) = 2 Nos.

Supply of 100mm dia circular dial pressure gaugeof suitable range of Fiebeg make with all accessories such as stop cock,copper tubing etc. conforming to BIS:3624-1987 latest with up to date ammendments = 2 Nos.

Errection of all equipments from S.No.30.1 to 30.21 i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge ( Note:- Before supply & errection, it must be ensured that the Pumping set & its allied accessories/ appliances are cpmpatible with the Automation system of the scheme) = Job

Pumping Machinery Pump house to Above Village Lanoh for Phase-1st.

PUMPING MACHINERY CENTRIFUGAL:-Supply Installation Testing & Commissioning of horizontal spindle,horizontal / redial split casing/end suction(Back-pull out arrangements) single/double /multi stage star rated centrifugal pump or combination of pumps, In series/ parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir /Kirlosker / 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 characterestics with bronze,impellers / priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 415(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby), necessary piping and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including earthing ,specials and wastage etc.; complete suitable for operation the following requirement data given below.

The motor shall be suitable of running at 415 volt+ - 10 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The cost of stepdown transformer alongwith all its accessories such as cables, panels etc. shall be part of the offer including standby arrangement, the rate shall be quoted with per set rate of pumping machinery. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.

(Pump house to Above village Kaluganj ) No. of sets = 2 Nos. (Discharge of each working pump = 6.50 LPS.), Total Head= 747.16 Mtrs. Type of Pump sets - Centrifugal = 2 sets x150=300 HP. (1 Working+1 Stand By)

Providing suitable digital pressure guage ISI marked = 4.00 Nos.

Supply of digital soft starter of Allen Bradely/MEI/ Kilburn/Joyoti/Siemens/ S&S of heavy duty application of suitable rating constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter. The starters shall be of suitable rating and compatible to automation = 4.00 Nos.

Providing M S sheet 16 SWG steel fabricated floor mounted closed almirah type switch board powdered coated rust proof including angle iron post of suitable height and size ISA 65x65x6mm duly painted comprising and capable of mounting the following accessaries with all internal electric connections. Note:- The drawing of panel board shall be subject to approval of Engineer in charge = 1.00 No.

ICTP switches ( complete set) of required capacity with HRC fuses L&T/Havell's make and having capacity 30% extra of the operational rating of motor as per BIS: 4064-1978 with upto date ammendments immediatly after the power meter of HPSEB = 4.00 Nos.

Busbar chamber having 3 copper bars of suitable rating for full length of 3 live phases and one copper bar of half rating of full length for neutral conforming to BIS: 8084-1976 and BIS;11353-1985 read with BIS;5578-1985 all latest with upto date ammendments = 1.00 No.

MCB of required capacity of KilburnL&T/MEI/ standared/GEC make on in comming feeder for motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date ammendments with neutral linked under voltage release = 4.00 Nos.

Hour run meter of reputed make of four digit capacity conforming to BIS - 722 (latest edition) = 4.00 Nos.

Three phase indicating lamps( completeset) with toggle switches for individual phase conforming to BIS: 3452 (part I & II) latest with up to date ammendments = 4.00 Nos.

Earth leakage circuit breaker (ELCB) of required capacity with20x3 Copper strip of Indtech/Datar/ Havell's make as per BIS: 2516-1977 with upto date ammendments and of suitaible range 20x3mm coper strips, with which should have control box, operating handel and trip/reset bush button, on/ off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnetic thermal release with metallic tape CTs.It should also be fitted with earth fault for tripping of breaker on occurance of earth fault on/off breaker load side = 1.00 No.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make Cast steel double flanged sluice valve Class ASA-600 (to be provided on delivery side) of size one step higher than the delivery size of pump and capable of with standing nominal seat test pressure of _100_ kg/cm². conforming to relevant BIS -14846-2000

Pump house to village Lanoh.:- …100. mm dia ( To be specified by the tenderer) = 2.00 Nos.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make Cast steel double flanged swing check type reflux valve Class ASA-600 having bye pass arrangement (to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 100 kg/cm². conforming to relevant BIS -5312-1984

Pump house to village Lanoh.:- …100. mm dia ( To be specified by the tenderer) = 2.00 Nos.

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

On supply side of 3½ core( From HPSEB Meter to Switch &Starter) = 100.00 Rmt.

On motor side 3 core ( From Switch & Starter to Motor) = 100.00 Rmt.

Providing & laying double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & copper strips of 20x3mm suitable size conforming to BIS:3043-1987 (latest edition) for above motors & other electrical equipments. NOTE:-The strip size shall be 20x3 upto 18.5 KW, 25x3 for 18.5 to 37 KW, 25x5 for 37 to 55 KW & 32x5 beyond 55 KW = Job

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Havells/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable of Siemens/Gloster/ICC make from busbar chamber chamber to capacitor & also including ICTP switches Kilburn/L&T/Standard/Siemen's/Havell's of conforming to 4064-1978 or latest with HRC fuses with two years warrantee .

Pump house to Village Lanoh:- …. KVAR ( To be specified by the tenderer) = 4.00 Nos,

Supply of 100mm dia circular dial pressure gaugeof suitable range of Fiebeg make with all accessories such as stop cock,copper tubing etc. conforming to BIS:3624-1987 latest with up to date ammendments = 4.00 Nos.

Errection of all equipments from S.No.30.1 to 30.21 i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge ( Note:- Before supply & errection, it must be ensured that the Pumping set & its allied accessories/ appliances are cpmpatible with the Automation system of the scheme) = Job

Pumping Machinery Pump house to Cantonment Board Bakloh. (Phase-2nd.)

PUMPING MACHINERY CENTRIFUGAL:-Supply Installation Testing & Commissioning of horizontal spindle,horizontal / redial split casing/end suction(Back-pull out arrangements) single/double /multi stage star rated centrifugal pump or combination of pumps, In series/ parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir /Kirlosker / 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 characterestics with bronze,impellers / priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 415(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby), necessary piping and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including earthing ,specials and wastage etc.; complete suitable for operation the following requirement data given below.

The motor shall be suitable of running at 415 volt+ - 10 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The cost of stepdown transformer alongwith all its accessories such as cables, panels etc. shall be part of the offer including standby arrangement, the rate shall be quoted with per set rate of pumping machinery. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.

(Pump house to Above village Kaluganj ) No. of sets = 3 Nos. (Discharge of each working pump = 6.28 LPS.), Total Head= 740.66 Mtrs. Type of Pump sets - Centrifugal = 3 sets x150=450 HP.(2 Working+1 Stand By)

Providing suitable digital pressure guage ISI marked = 3 Nos.

Supply of digital soft starter of Allen Bradely/MEI/ Kilburn/Joyoti/Siemens/ S&S of heavy duty application of suitable rating constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter. The starters shall be of suitable rating and compatible to automation = 3.00 Nos.

Providing M S sheet 16 SWG steel fabricated floor mounted closed almirah type switch board powdered coated rust proof including angle iron post of suitable height and size ISA 65x65x6mm duly painted comprising and capable of mounting the following accessaries with all internal electric connections. Note:- The drawing of panel board shall be subject to approval of Engineer in charge = 1.00 No.

ICTP switches ( complete set) of required capacity with HRC fuses L&T/Havell's make and having capacity 30% extra of the operational rating of motor as per BIS: 4064-1978 with upto date ammendments immediatly after the power meter of HPSEB = 3.00 Nos.

Busbar chamber having 3 copper bars of suitable rating for full length of 3 live phases and one copper bar of half rating of full length for neutral conforming to BIS: 8084-1976 and BIS;11353-1985 read with BIS;5578-1985 all latest with upto date ammendments = 1.00 No.

MCB of required capacity of KilburnL&T/MEI/ standared/GEC make on in comming feeder for motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date ammendments with neutral linked under voltage release = 3.00 Nos.

Hour run meter of reputed make of four digit capacity conforming to BIS - 722 (latest edition) = 3.00 Nos.

Three phase indicating lamps( completeset) with toggle switches for individual phase conforming to BIS: 3452 (part I & II) latest with up to date ammendments = 3.00 Nos.

Earth leakage circuit breaker (ELCB) of required capacity with20x3 Copper strip of Indtech/Datar/ Havell's make as per BIS: 2516-1977 with upto date ammendments and of suitaible range 20x3mm coper strips, with which should have control box, operating handel and trip/reset bush button, on/ off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnetic thermal release with metallic tape CTs.It should also be fitted with earth fault for tripping of breaker on occurance of earth fault on/off breaker load side = 1.00 No.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make Cast steel double flanged sluice valve Class ASA-600 (to be provided on delivery side) of size one step higher than the delivery size of pump and capable of with standing nominal seat test pressure of _100_ kg/cm². conforming to relevant BIS -14846-2000

Pump house to village Lanoh.:- …100. mm dia ( To be specified by the tenderer) = 2.00 Nos.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make Cast steel double flanged swing check type reflux valve Class ASA-600 having bye pass arrangement (to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 100 kg/cm². conforming to relevant BIS -5312-1984

Pump house to village Lanoh.:- …100. mm dia ( To be specified by the tenderer) = 2.00 Nos.

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

On supply side of 3½ core( From HPSEB Meter to Switch &Starter) = 100.00 Rmt.

On motor side 3 core ( From Switch & Starter to Motor) = 100.00 Rmt.

Providing & laying double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & copper strips of 20x3mm suitable size conforming to BIS:3043-1987 (latest edition) for above motors & other electrical equipments. NOTE:-The strip size shall be 20x3 upto 18.5 KW, 25x3 for 18.5 to 37 KW, 25x5 for 37 to 55 KW & 32x5 beyond 55 KW = Job

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Havells/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable of Siemens/Gloster/ICC make from busbar chamber chamber to capacitor & also including ICTP switches Kilburn/L&T/Standard/Siemen's/Havell's of conforming to 4064-1978 or latest with HRC fuses with two years warrantee .

Pump house to Village Lanoh:- …. KVAR ( To be specified by the tenderer) = 3.00 Nos,

Supply of 100mm dia circular dial pressure gaugeof suitable range of Fiebeg make with all accessories such as stop cock,copper tubing etc. conforming to BIS:3624-1987 latest with up to date ammendments = 3.00 Nos.

Errection of all equipments from S.No.30.1 to 30.21 i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge ( Note:- Before supply & errection, it must be ensured that the Pumping set & its allied accessories/ appliances are cpmpatible with the Automation system of the scheme) = Job

The Total Head indicated above is at Main Balancing Reservoir (MBR). The Pumping Machinery is also supposed to cater for the requisite discharge at various points in the rising main as shown in the key plan. Necessary Make and Model of the pump with Characteristic Curves should accompany the technical bid of the bidder.

Rising Main Sump well To Water Treatment Plant.( Booster Stage.)

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3183-2007 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

MSERW Pipe 200mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 0 to 210

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

MSERW Pipe 200mm, L 290 or x 42 Wall Thickness 4.00mm, Flange Table-5 From RD 0 to 210

Providing Cast iron flanged sluice valve( with hand wheel) Class PN-1.00 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

200 mm dia with MS Flanges Table - 17

Providing Cast iron flanged Reflux valve Class PN-1.00 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

200 mm dia with MS Flanges Table - 17

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (160m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table-17 nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

25 mm dia

Rising Main Pump house to Village Lanoh for Phase-1st.

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3183-2007 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 7.10 mm, Flange Table-38 From RD 0 to 1000

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 5.60mm, Flange Table-38 From RD 1000 to 2500

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table- 28 From RD 2500 to 3500

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 3500 to 4000.

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 4000 to 4670

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

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 7.10 mm, Flange Table-38 From RD 0 to 1000

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 5.60mm, Flange Table-38 From RD 1000 to 2500

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table- 28 From RD 2500 to 3500

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 3500 to 4000.

MSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 4000 to 4670

Providing Cast steel flanged sluice valve( with hand wheel) Class ASA -600 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . suitable to withstand nominal seat pressure of 100 Kg/Cm Square. The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

100 mm dia with MS Flanges Table - 38

Providing and fixing double flanged cast steel Reflux Valve of Leader/ Kirloskar make class-ASA-600 Capable of withstanding nominal seat pressure of 100 Kg/Cm square and as per BIS:1868/API-6D with M.S Flange table-38 duly welded both faces to make the joint leak proof within all leads and lifts andto the entire satisfaction of Engineer-in-Charge.

100 mm dia with MS Flanges Table - 38

Providing Cast steel flanged Reflux valve Class ASA - 300 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . Capable of withstanding nominal seat pressure of 52 Kg/Cm square.The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

100 mm dia with MS Flanges Table - 38

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (510 m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 28 nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains (RD 1000)

20 mm dia

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (270m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table -28, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.(RD 3000)

20 mm dia

Rising Main From Pump House Nr. Treatment Plant To Above Cantonment Board Bakloh.

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3183-2007 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

MSERW Pipe 150mm, L 290 or x42 Wall Thickness 7.90 mm, Flange Table-38 From RD 0 to 900

MSERW Pipe 150mm, L 290 or x42 Wall Thickness 6.40mm, Flange Table-34 From RD 900 to 3600

MSERW Pipe 150mm, L 290 or x 42 Wall Thickness 5.90mm, Flange Table-28 From RD 3600 to 6300

MSERW Pipe 150mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 6300 to 8580

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

MSERW Pipe 150mm, L 290 or x42 Wall Thickness 7.90 mm, Flange Table-38 From RD 0 to 900

MSERW Pipe 150mm, L 290 or x42 Wall Thickness 6.40mm, Flange Table-34 From RD 900 to 3600

MSERW Pipe 150mm, L 290 or x 42 Wall Thickness 5.90mm, Flange Table-28 From RD 3600 to 6300

MSERW Pipe 150mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 6300 to 8580

Providing Cast steel flanged sluice valve( with hand wheel)Class ASA -600 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . Capable of withstanding nominal seat pressure of 100 Kg/Cm square.The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

150 mm dia with MS Flanges Table - 38

Providing and fixing double flanged cast steel Reflux Valve of Leader/ Kirloskar make class-ASA-600 Capable of withstanding nominal seat pressure of 100 Kg/Cm square and as per BIS:1868/API-6D with M.S Flange table-38 duly welded both faces to make the joint leak proof within all leads and lifts andto the entire satisfaction of Engineer-in-Charge.

150 mm dia with MS Flanges Table - 38

Providing Cast steel flanged Reflux valve Class ASA 300 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc .Capable of withstanding nominal seat pressure of 62 Kg/Cm square .The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

150 mm dia with MS Flanges Table - 34

Providing Cast steel flanged Reflux valve Class ASA 150 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

150 mm dia with MS Flanges Table - 28

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (474m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

20 mm dia

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (223m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

20 mm dia

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (144m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

20 mm dia

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (94m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

20 mm dia

Conveyence Main from Head Weir to Sump Well.

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3183-2007 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

GMSERW Pipe 200mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 0 to 300

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

MSERW Pipe 200mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 0 to 300

Providing Cast iron flanged sluice valve( with hand wheel) PN 1:0 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

200 mm dia with MS Flanges Table - 5

DISTRIBUTION SYSTEM

Excavation in foundation trenches etc. for pipes and pits for other civil structures upto all depths in all kind of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 70% Jumper Work = 30%) Restoration of metalled surface to its original condition shall be paid for separately.

Providing Laying, jointing and commissioning of G.I. pipe screwed socketted of approved make/rate contract of DGS & D/HP Government confirming to IS: 1239-2004 (with upto date ammendments)of approved make, as per dimensions, mentioned below in a random length of 4 to7 meters. The laying of pipe should be conformed to IS: 5822-1994 (Earth work in trenches to be measured and paid for separately.The tolerence in thickness and mass/weight of pipe will be accepted as per relevant BIS Code.The pipe shall be factory galvanised as per IS 4736-1986 (with upto date ammendments) as per direction and entire satisfaction of Engineer-in Charge.(Refer Data Sheet No:-9&10 for further Details.)

From MBR 1 to above Village Lanoh to various Ground level Service storage Phase-1st

25 mm dia (Light Class)

40 mm dia (Light Class)

50 mm dia (Light Class)

65 mm dia (Light Class)

From MBR 2 to above Bakloh Cantt. to various Ground level Service storage Phase-2nd

20 mm dia (Light Class)

25 mm dia (Light Class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50 mm dia (Light Class)

65 mm dia (Light Class)

80 mm dia (Light Class)

100 mm dia (Light Class)

AUTOMATION OF ENTIRE SYSTEM : The tenderer/firm shall provide proposal for automation which comprises of (i) 1 Intake arrangement (ii) 1 Nos Pump houses (iii) 2 Nos Main Balancing Reservoir (iv) 23 Nos Under ground Storage Reservoirs/Collection tanks (v) WTP and disifection system . (vi) Providing and fixing various actuated valves of relevent class and dia as per relevant Data Sheet and technical specification shall be provided in all storage reservoirs at outlets and shall be automated in such a way that these are automattically operated at pre fixed hours/ time or any other logic decided by the department and operated from main SCADA centre at left Bank of Hobardi Khad Pump house. Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access location at sub division office Chowari. This data transmission system at each tank consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system modle communication. The PLC station will 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 each tank locations controlling devices shall be installed with water meter sensors, flow transmitters, level transmitters in each tank. Installation of hardware along with commissioning/ programming as per user requirement shall be done. The firm has to submit detailed automation proposal incorporating all the hardware involved owing to above mentioned scope in the technical bid. The detailed automation proposal shall be got approved by the firm from CE Dharamshala . Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA. The makes of Sluice valves shall be Kirloskar/Leader/KSB. The makes for Electrical actuators for automatic valves shall be Marsh/Auma/Rotex. The make for PLC shall be Siemens/Allen Bradly. The makes for Ultra Sonic level sensers shall be ABB/Siemens/E&H/Fobes Marshal. The makes for EM Flow meters shall be of Krohne Marshall/Siemens/ABB/SBEM/George Fishers/E&H.To automised the entire scheme up to junction points of all storage tanks and in data sheet no 9 &10 (Decision for finalisation of proposal lies with the department without assigning any reason) Refer Vol-II Technical specification & Data sheet No.:-13)

GASEOUS CHLORINATION:- Supplying,errection and commissioning of gaseous chlorination plant at Main Storage Tank above Village Lanoh of phase-1st & Above Bakloh Cantt. of phase-2nd. complete in all respect having chlorinator capable to deliver 0-2500 gm/hr of chlorine gas along with 2 No sets of 1W+1S Booster pump set of approved make with electric motor and 2 No sets of 1W+1S water piping from water main to booster pump . It shall also consist of chlorine gas cylinder 100 Kg capacity duly approved by CCE Nagpur and filled with chlorine gas 1 No at each along with chlorine analyzer to indicate chlorine contant level in the chlorinated water to supply. The contractor/firm shall also supply accessories/spares such as Multipurpose cylinder key--1No,lead washers-6No,Ejector Gasket-2sets,Hose Clips-4No,Ammonia Bottle-50ml-1No alongwith safety items covering chlorine leak emergency kit, self contained breathing apparatus, Eye-shower for each unit complete in all respect as per the direction of Engineer-in-charge.(Refer Data Sheet No:-14 for further details.)

Providing and fixing pre fab structure for housing auto chlorination system complete in all respect.= 10X2 = 20 Sqm.

Including Freight, insurance & clearance, contrator profit, Erection & Commissioning Supervision,installation including lodging & boarding (Ref data sheet No. 14 for further details.)