BRR : 1679638 Upgradation Of 5Km Poopally Kuttanad 66Kv Line To 110Kv Dc Upgradation Of Poopally-Kuttanad Portion Of 66Kv Alappuzha-Kuttanad Feeder To 110 Kv Dc Under Transmission Circle,Alappuzha , Clearing Light Junglesincluding Uprootingof Rank Vegetation, Grass, Brushwood,Trees And Saplingsof Girth Upto 30 Cm .Measured At A Height Of 1M Above Ground Level And Removal Of Rubbish Up To A Distance50 M Outside The Periphery Of The Area Cleared , Dismantling Of Existing 7/9 Or 7/3.66Mm Earth Conductor From The Tower Detaching The Clamps, Connectors And Line Accessories From The Conductor,Winding And Stacking The Same At Site , Dismanling 3 Line Dogfrom The Tower Detaching The Clamps, Connectors And Line Accessories From The Conductor,Winding And Stacking The Same At Site.Take 50% Of The Stringing Rate Vide Item No 66 Of Ksebtransmission Data Dtd 13.04.2020 ( Item No 62 Of This Estimate ). , Dismantling Oftower Super Structure Above Ground Levelincluding Normal And Special Hill Side Extension Members,Detaching Tower Accessories,Nut And Bolts (Where Ever Necessary) From The Tower Angles And Stacking The Same At Site , Transport Of Dismantled Materialssuch As Tower Super Struture , Conductor, Earth Wire, Hardwares Insulators , Etc From Site,Includingloading And Unloading Charges Etc As Directed By Board Staff. To Pathirapally Substati On Compound A)Line And Earth Conductors Upto 10Km , Line And Earth Conductors Above 10 Km (Additional Charges) , Insulators And Accessories, Power Conductor Accessories, Earth Conductor Accessories Etc. Upto 10Km , Insulators And Accessories, Power Conductor Accessories, Earth Conductor Accessories Etc. Above 10 Km (Additional Charges) , Towers, Extensionsand Other Structures And All Other Materials Including Earthing Materials Etc. Upto 10Km , Towers, Extensionsand Other Structures And All Other Materials Including Earthing Materials Etc.Above 10 Km (Additional Charges) , Constructionof Earthern Ring Bunds For Bailing Out Water For Excavation For Foundation And Stub Setting, Includingshoring, If Necessary, With Plaited Coconut Cadjan And Bamboos, Etc. As Per Dimensions Noted Below. Bunds Upto 0.5 M Height, 1 M Bottom Width And 0.5 M Top Width For Facilitating Dismantling Of Existing Tower , Constructionof Earthern Ring Bunds For Bailing Out Water For Excavation For Foundation And Stub Setting, Includingshoring, If Necessary, With Plaited Coconut Cadjan And Bamboos, Etc. As Per Dimensions Noted Below. Bunds Beyond 0.5 M Height To 1 M Height , 1.5 M Bottom Width & 0.5 M Top Width For Facilitating Dismantling Of Existing Tower , Constructionof Earthern Ring Bunds For Bailing Out Water For Excavation For Foundation And Stub Setting, Includingshoring, If Necessary, With Plaited Coconut Cadjan And Bamboos, Etc. As Per Dimensions Noted Below.Bunds Beyond 1 M Height Top Widthto Be 0.5 M And Bottom Width To Be Proportionately Fixedfor Facilitating Dismantling Of Existing Tower , Close Timbering In Case Of Shaft,Well,Cesspit ,Manhole And The Likeincluding Strutting,Shoring And Packingcavities( Where Ever Required) Complete.( Measurement To Be Taken Of The Face Area Timbered) Depth Not Exceeding 1.5M , Close Timbering In Case Of Shaft,Well,Cesspit ,Manhole And The Likeincluding Strutting,Shoring And Packingcavities( Where Ever Required) Complete.( Measurement To Be Taken Of The Face Area Timbered) Depthexceeding 1.5M But Not Not Exceeding 3M , Close Timbering In Case Of Shaft,Well,Cesspit ,Manhole And The Likeincluding Strutting,Shoring And Packingcavities( Where Ever Required) Complete.( Measurement To Be Taken Of The Face Area Timbered) Depthexceeding 1.5M But Not Not Exceeding 3M , Open Timbering Over Areasincluding Strutting, Shoring And Packingcavities( Where Ever Required) Complete. ( Measurement To Be Taken Of The Face Area Timbered)Depth Not Exceeding 1.5M , Open Timbering Over Areasincluding Strutting, Shoring And Packingcavities( Where Ever Required) Complete. ( Measurement To Be Taken Of The Face Area Timbered)Depthexceeding 1.5M But Not Not Exceeding 3M , Open Timbering Over Areasincluding Strutting, Shoring And Packingcavities( Where Ever Required) Complete. ( Measurement To Be Taken Of The Face Area Timbered)Depthexceeding 3M But Not Not Exceeding 4.5M , Dewatering Mechanical- Bailing Out Water With Engine And Pump Set Including Conveyance To Site And Erection Cost Of Fuel, Lubricating Oil And Other Stores, Pay Of Staff Etc.Complete , Dewatering Manual , Earth Work Excavation In All Kinds Of Soil By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas(Exceeding 30 Cm Depth,1.5M Inwidth As Well As 10 Sqm On Plan), Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M. , Earth Work Excavation In All Kinds Of Soil By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas( Exceeding 30 Cm Depth,1.5M Inwidth As Well As 10 Sqm On Plan), Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift 1.5 M To 3M. , Earth Work Excavation In All Kinds Of Soil By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas(Exceeding 30 Cm Depth,1.5M Inwidth As Well As 10 Sqm On Plan), Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M Andlift3m To 4.5 M , Demolishing Cement Concrete Manua Lly/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineerin Charge. Nominal Concrete 1:3:6 Or Ric Her Mix (I/C Equivalent Design Mix) , Demolishing R.C.C. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge : , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up Upto Plinth Level Withcement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Plastering On The Top Ofrevetment With 1:4 Cement Mortar 20 Mm Thick . , Pointingthe Outer Faces Of Revetment With Cement Mortar 1:3 , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Side Of Foundation Etc, In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Rammingand Watering Lead Up To 50 M Lift Up To 1.5 M , Supplying And Stacking Good Earth At Site , Providing And Constructing Temporary Island 16M Diameter For Construction Of Well Foundation. Assuming The Depth Of Water 2.4M And Height Of Island To Be 3.0 M , Providing And Constructing Temporary Island 16M Diameter For Construction Of Well Foundation. Assuming The Depth Of Water 1.0M And Height Of Island To Be 1.25 M , Forming Temporary Road 1 M ( Foot Path -3 M Wide) ( Works Include S Site Clearing, Earthwork , Formation Of Temporary Road Using Red Earth To Water Logged Tower Locations And Removing The Temporary Road After The Work , Conducting Check Survey, Setting Out Tower Positions On Ground, Pit Marking, All Confirming To The Appro Ved Profile And Tower Schedule Using Digital Theodolites/ Total Station Etc.As Directed By Board Staff , Boring,Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade, M-25 Of Specified Diameter And Length Below The Pile Cap,To Carry A Safe Working Load Not Less Than Specified Excluding The Cost Of Reinforcement,But Including The Cost Of Boring With Bentonite Solution And Temporary Casing Of Appropriate Length For Setting Out And Removal Of The Same And The Length Of The Pile To Embeded In The Pile Cap Etc By Crawler Mounted, Telescopic Boom Hydraulic Piling Rigall Complete.Including Removal Of Excavated Earth With All Its Lifts And Leads (Length Of Pile For Payment Shall Be Measured Up To Bottom Of Pile Cap) Pile Dia 1000Mm Note-Truck Mounted Rotary/Tmr/Tube Well Boring Machine Shall Not Be Used , For 600 Mm Dia Piles , 800 Mm Dia Piles , 1200 Mm Dia Piles , Boring, Providing And Installation Bored Cast-In-Situ Reinforced Cementconcrete Piles Of Grade M-25 Ofdiameter 1000Mm And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And Temporary Casing Of Appropriate Length For Setting Out And Removal Of Same And The Length Of The Pile To Be Embedded In The Pile Cap Etc. By Percussion Drilling Using Direct Mud Circulation (Dmc) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine All Complete, Including Removal Of Excavated Earth With All Its Lifts And Leads (Length Of Pile For Payment Shall Be Measured Up To Bottom Of Pile Cap). Note: Truck Mounted Rotary/Tmr/Tubewell Boring Mchine Shall Not Be Used (1000Mm Dia) . , For 600 Mm Dia Piles , 800 Mm Dia Piles , 1200 Mm Dia Piles , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases For Columns , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete,Using Cement Content As Per Approved Design Mix And Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Coninuous Agitated Mixer,Manufactured As Per Mix Design Of Specified Grade For Plain Cement Concrete Work,Including Pumping Of Rmc From Transit Mixer To Site Of Laying And Curing,Excluding The Cost Of Centering,Shuttering And Finishing Including Cost Of Curing Admixtures In Recommended Proportion As Per Is:9103 To Accelerate/Retard Setting Of Concrete,Improve Workability With Out Impairing Strength And Durability As Per Direction Of The Engineer - Incharge Note-: Minimum Cement Content In This Item Should Be @400 Kg/ M3 , Cement Concrete 1:4:8 Mixture With 40 Mmmetal For Tower Footing In Accordance With The Specification Including The Cost Of Cement To Be Supplied By The Contractor At Site, Conveyance Charges Of Cement To Site Of Work, All Hire Charges, Watering, Curing, Etc, Complete. For Pile Cap Pcc , Providing And Laying In Position Cement Concrete Of Specified Grade Excludingthe Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:1½:3 (1 Cement: 1½ Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level With Thermo-Mechanically Treated Bars , Stub Setting (Using Template/Probe) For 110 Kv Towers.Erection Of Stub, Stub Template, Fixing Of Jack For Supporting Template, Allignment And Leveling For Exact Location Of Stubs Of Stub Setting Template, Dismantling Of Template After Completion Of Initial Curing Of Cement Concrete, Movement Of Template From One Location To Another Complete, As Directed By Board Staff. - General Area (For110 Kv Dc Tower) , Stub Setting (Using Template/Probe) For 110 Kv Towers.Erection Of Stub, Stub Template, Fixing Of Jack For Supporting Template, Allignment And Leveling For Exact Location Of Stubs Of Stub Setting Template, Dismantling Of Template After Completion Of Initial Curing Of Cement Concrete, Movement Of Template From One Location To Another Complete, As Directed By Board Staff. - General Area (For 110 Kv Multi Circuit Towerswt Of 110 Kv Mc/ Wt Of 110 Kv Dc (1.027/.533)Xa1) , Transport Of Materials Issued Departmentally For The Worksform Departmental Stores And Distribution To Locations For Erection Including Storageif Necessary, Loading And Unloading Charges Etc As Directed By Board Staff. - General Area 1.Line And Earth Conductors Upto 10 Km , Line And Earth Conductors Above 10 Km (Additional Charges) , Insulators And Accessories, Power Conductor Accessories, Earth Conductor Accessories Etc.Upto 10 Km , Insulators And Accessories, Power Conductor Accessories, Earth Conductor Accessories Etc.Above 10 Km (Additional Charges) , Towers, Extensionsand Other Stru Ctures And All Other Materials Includi Ng Earthing Materials Etc.Upto 10Km , Towers, Extensionsand Other Structures And All Other Materials Including Earthing Materials Etc. Above 10 Km (Additional Charges) , Erection Of Tower Super Structure Above Ground Levelincluding Erection Of Normal And Special Hill Side Extension Members Wherever Necessary, Providing Tower Accessories Like Phase, Danger And Number Plates, Bird Guards, Anti Climbing Devices, Including Tighting ,Punching And Tack Welding Upto Bottom Cross Arm In The Bolt And Nutafter Punching And Applying Zink Rich Primer Wherever Necessary Etc. Complete, As Directed By Board Staff (For 110 Kv Dc Tower - Average Height Is 22 Mtrs) General Area , Erection Of Tower Super Structure Above Ground Levelincluding Erection Of Normal And Special Hill Side Extension Members Wherever Necessary, Providing Tower Accessories Like Phase, Danger And Number Plates, Bird Guards, Anti Climbing Devices, Including Tighting ,Punching And Tack Welding Upto Bottom Cross Arm In The Bolt And Nutafter Punching And Applying Zink Rich Primer Wherever Necessary Etc. Complete, As Directed By Board Staff110 Kv Mc Tower ( (A1) X1.91) Average Height 42 M , Providingearthing In Terminal Tower As Per Standard Specificationby Providing 150Mm Diabore Hole For A Depth Of 3.6M And Placing Of Gi Pipes 50 Mm Dia Gi C Class 3M Long Into The Bore Including Cost Of 600 Mm Dia Rcc Collar Placing Over The Earth Pipe And Connecting The Earth Pipe And Tower Leg Using7/3.66 Mm Gi Earth Wire Withlugsconnecting To The Pipeand Fixing Necessary Gi Clampetc., Includingdrilling Of Bore Cost Of All Lead And Lifts Etc., Complete. , Manufacturing, Testing & Supply Of 48 Fibre Opgw -Aslh-D(S)B 48Smf (A250a 79-6.4) Complete In All Respect As Per Scope And Technical Specifications , Manufacturing, Testing & Supply Of Hardware Set For 48 Fibre Opgw Ofc Including Cable Fittings And All Accessories Complete In All Respect As Per Scope And Technical Specifications , Manufacturing, Testing & Supply Of Joint Box (48 Fibre)( One Joint Box After 4 Km) Complete In All Respect As Per Scope And Technical Specifications , Manufacturing, Testing & Supply Of Fodp 48 Fibre For48 Fibre Opgw -Aslh-D(S)B 48Smf (A250a 79-6.4) Complete In All Respect As Per Scope And Technical Specifications , Installation Of Unarmoured Under Ground Optical Fibre Cable (Ug Ofc 24 Fibre Dwsm)At 110Kv Substations Through Existing Cable Trench By Removing Concrete Slab,Installation Of Hdpe Pipe Etc.., Preinstallation Test (Drum Test),Post Installation Test,Splicingand Link Test (End To End) And Placing Back Concrete Slabs As Good As In Original Condition. , Installation,Testing And Commissioning Of Fodp 48 Fibre And Termination Of Ug Cable. , Supply Of Unarmoured Under Ground Optical Fibre Cable 24 Fibre Dwsm , Supply Of Plb Hdpe Pipe Including All Accessories For Ofc -Ug Cable , Supplygi Barbed Wire 12G 2 Ply (Tata Or Equivalent Make) At Site Including All Cost Of Materials, Labour For Loading, Transportation ,Unloading Etc Complete , Paving Out, Stringingand Tensioning As Per Standard One Opgw Including Fixing The Conductors On To The Tower Tops Using Tension Clamps And Suspension Clamps , Jumpering The Conductor At Tension Points , Jointing Of Conductor Where Ever Necessary, Erection Of Earth Bonds, Hire Charges D For Pulling Machines, Tractors And Stringing Tools, All Hire And Labour For Protective Trestles And Providing Suitable Back Strings At The Time Of Stringing Etc Complete. , Paving Out, Stringingand Tensioning Of Power Conductorsincluding Attaching Insulator Strings With Arcing Horns Or Ringson To The Tower Cross Arms, Clamping The Conductor To The Insulator Strings Usingsuspension Clampswith Armour Rods And Tension Clamps, Jumpering The Conductors At Tension Points, Jointing The Conductors And Pilot Wire Wherever Necessary, Installation Of Vibration Dampershire Charges Of Tractor And Stringing Tools, Etc. Complete. ( Base Data For Acsr Panther) , Drilling Of Holes , Filling Of Holes , Cutting Of Steel Angles , Providing Protection For Telephone Cables And Lines, Lt& Ht Oh Lines,Traction Lines,Buildings,Road And Railway Crossings Etc Beneath The Line By Providing Suitable Scaffoldings At The Time Of Stringing And Dismantling Of Lines.(Using 3Nos9m Long Arecanut Trees And 4 Nos, 6M Long Casurina Poles.) , Lowering Down The 11Kv (3 Conductor) Line From The Pole After Disconnecting Jumper Connection, Loosening Pin Bindings Wherever Necessary, Re-Tensioning The Same After Giving Jumper Connection, Pin Bindings Etc… After The Completion Of Eht Line Work. , Lowering Down The 3 Phase Lt Line With Neutral And Street Main If Any From The Post After Disconnecting Jumper Connection, Loosening Pin Bindings Whichever Necessary, Re-Tensioning The Same After Giving Jumper Connection, Pin Bindings Etc After The Completion Of Eht Line Work. , Lowering Down The Lt Single Phase Line With Neutral And Street Main If Any From The Post After Disconnecting Jumper Connection, Loosening Pin Bindings Whichever Necessary, Re-Tensioning The Same After Giving Jumper Connection, Pin Bindings Etc… After The Completion Of Eht Line Work. , Lowering Down The Three Phase /Single Phase Wpguy Wire Service From The Poles After Disconnecting And Redoing The Same, Giving Connections Etc... After The Completion Of Eht Line Work. , Providing Barricading Using Casuarina Poles Of 15Cm To 24Cm Girth Including All Charges For Providing1.25M Long Poles At 1.2M Intervals(15-20Cm Below Ground Level) And Providing Poles Horizontally At 3 Places And Tying Firmly, Providing Danger/Caution Boards At Frequent Intervals, Painting Posts, Providing Lighting Arrangements During Night And Taking All Necessary Precautions As Per Standards Etc. Complete As Per Directions Of Departmental Officers At Site. , Sorting Of Tower Parts, Bolts,Nuts Of Various Sizes At Site.Etc Complete. , Removal Of Temporaray Island Formed For The Work By Excavation Of Earth By Mechanical Means And Removal By Cart And Lorry - Wherever Required As Per The Site Conditions, Requirement Of Land Owners Of The Location.

BRR : 4653816 tender for Supply Of All Materials, Labour For Construction Of Oht, Ph, Sq, Bw, Distribution System, Rm, Tw With Scada Automation As Per Specifications In Tender Document Complete In All Respect Mohanlalganj Np Reorganization Ws Scheme Under Amrut 2.0, Supply of all materials, labour, T&P etc. for Construction of Over Head Tanks, Pump house, Staff Quarter, Boundary wall, gate, Site development, Supply of all materials for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of tubewells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the completeworks to Mohanlalganj Nagar Panchayat Reorganization water supply scheme on turn-key basis under AMRUT 2.0 Programme., 1 A - Civil works :-Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings- 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintainingFGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge.The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 Over Head Tank - 500 KL / 20 M Staging at Zone I 3 Over Head Tank - 400 KL / 24 M Staging at Zone II 4 Over Head Tank - 500 KL / 20 M Staging at Zone III 5 Over Head Tank - 350 KL / 22 M Staging at Zone IV 6 Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains (keeping minimum dia of pipe 110 mm) including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments.2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set.3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth.4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. 7 90 mm dia 8 110 mm dia 9 140 mm dia 10 160 mm dia 11 200 mm dia 12 Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 13 250 mm dia 14 300 mm dia 15 350 mm dia 16 Risingmain :-Supply of following dia of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 17 200 mm dia 18 250 mm dia 19 Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge. 20 Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge. 21 80 mm dia 22 100 mm dia 23 150 mm dia 24 200 mm dia 25 250 mm dia 26 300 mm dia 27 Scoure valve 28 80 mm dia 29 100 mm dia 30 Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete. 31 50 mm 32 80 mm 33 100 mm 34 Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge. 35 Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and design. 36 Surface box type 37 Masonry type 38 For air valve 39 For fire Hydrants 40 Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work 41 Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level. 42 Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge. (More than 1.0 M) 43 Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work. 44 100 mm dia pipe 45 150 mm dia pipe 46 200 mm dia pipe 47 250 mm dia pipe 48 300 mm dia pipe 49 350 mm dia pipe 50 Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. 51 National Highway road crossing (upto 350 mm dia) 52 Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials. 53 B.O.E. road 54 Bituminous road 55 C.C. road 56 Interlocking road 57 Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 58 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 59 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (Nagar Nigam Road) 60 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (PWD Road) 61 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 62 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 63 Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap insidepipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. (Rural water supply sor from swsm) 64 100 mm dia pipe 65 150 mm dia pipe 66 200 mm dia pipe 67 250 mm dia pipe 68 300 mm dia pipe 69 Construction of drinking water house connection with distribution mains including dismantling of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with permanent reinstatement of road all labour, T&P etc. required for proper completion of the work. 70 New House connection 71 Shifting House connection from existing pipe line 72 CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 06 Nos.Supply of all material T&P etc. required for construction of Pump House 06 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm above from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 73 Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 74 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 75 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work. 76 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 77 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 78 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 79 1.20 x 2.10 M1.00 x 2.10 M 80 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 81 Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation. 82 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 83 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 84 Lintels 85 Beam 86 Sun shades & Slab 87 Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc. 88 Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work. 89 150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 90 40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work 91 12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 92 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work. 93 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 94 20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand. 95 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 96 Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 97 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 98 The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 99 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 100 Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete. 101 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 102 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 103 Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. 104 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 105 Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 106 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 107 25x3mm 108 40x3mm 109 Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete. 110 Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge. 111 CONSTRUCTION OF STAFF QUARTER - 04 Nos.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 112 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 113 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 114 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 115 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 116 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 117 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 118 Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. 119 Mild steel grill in windows wrougth to required from, including supply of labour, steel, T&P etc. for proper completion of work. 120 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 121 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 122 Plinth Beam 123 Lintels 124 Sun-shades & Slab 125 Sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 126 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work 127 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 128 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 129 Supply and fixing of oxidized iron fittings of approved make for doors and window. 130 12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 131 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 132 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 133 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 134 Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete. 135 Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work. 136 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 137 Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc. complete 138 Supply of all material labour, T&P etc fixing of water tap required for proper completion of the work. 139 Supply of all material labour,T&P etc fixing of float valve required for proper completion of the work 140 Supply of all material labour, T&P etc fixing of Kitchen Sink required for proper completion of the work 141 Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work. 142 Construction of septic tank and soak pit including supply of materials, labour etc complete. 143 Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank. 144 Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work 145 Supply of all material for electrification Inside and Outside of the Quarter including supply of all materials, labour, T&P etc. complete 146 CONSTRUCTION OF MASTER CONTROL STATION ROOM - 01 No. Supply of all material T&P etc. required for construction of Master Control Station Room (framed structure in M-25)as per drawing submitted by contractor and its approved by department. The structural design of Master Control Station Room shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Master Control Station Room shall be 60cm above from finished GL of the campus. The plintharea of the Master Control Station room80 Sqm (10 x 8 M ), Height of meter Room-5.0m,antitermite treatment, 40 mm thickkota stone flooring over 100mm thick1:1.5:3CC; under ground electric fittings, cable trenches as per requirement of UPPCL and 100mm thick1:1.5:3CCapron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of Master Control Station Room. 147 Development work :-CONSTRUCTION OF BOUNDARY WALL, GATE WITH PILLER, SITE DEVELOPMENT & APPROACH ROADcampus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 148 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 149 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 150 20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 151 12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL. 152 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 153 C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work. 154 12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 155 Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work. 156 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 157 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate with 1.20 M wide wicket gate) 158 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 159 Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work 160 Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 161 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 162 Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect 163 Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge. 164 Supply of following items as per ditrection of engineer in charge 165 Office table (Godrej Make) (6x4 fit) with shelf and Glass 166 Office table (Godrej Make) (8x4 fit) with shelf and Glass 167 Computer table (Godrej Make) (4x3 fit) with Shelf 168 Revolving Chair (Godrej Make) 169 Office chair (Godrej Make) 170 Computer chair Revolving (Godrej Make) 171 Almirah (Godrej Make) 172 Almirah Glass rak (Godrej Make) 173 Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer 174 Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor) 175 Xerox machine (HP, Canon, Samsung Make) 176 Repairing work of existing pump house (Zone - II & III) (Total 03 Nos.)Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 177 First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work. 178 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 179 1.20 x 2.10 M1.00 x 2.10 M 180 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 181 Supply and fixing of cement Jali 45x30 cm at 15 cm above floor level in the Chloronome for proper ventilation. 182 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 183 Lintels 184 Beam 185 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 186 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work. 187 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and coarse sand including supply of all materials, labour, T&P etc. complete for proper completion of the work. 188 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 189 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 190 The outer surface of wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 191 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 192 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 193 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 194 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 195 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 196 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 197 Providing 15cm long 25 mm dia P.V.C. Pipe spout with slant cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 198 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 199 25x3mm 200 40x3mm 201 Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work. 202 Repairing work of existing Over Head Tank (450 KL/18 M) (Zone - II)Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 203 Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25mm average thickness 204 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia 205 Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free byproviding spatter key or wire brush. 206 Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1mincluding construction joints.Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gmsper bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement. 207 Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT) 208 Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete. 209 Supply and fixing of 20 mm diaG.I. pipe railling in stair case and balcony.(Taking only 50% new and 50% old materials) 210 Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge. 211 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cementincluding supply of all materials, labour, T&P etc complete. 212 Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 213 RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work. 214 Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage. 215 1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work. 216 12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work. 217 Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 218 Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work. 219 Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m. 220 Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete. 221 Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging 222 Repairing work of existing Over Head Tank (500 KL/18 M) (Zone - III)Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 223 Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25mm average thickness 224 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia 225 Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free byproviding spatter key or wire brush. 226 Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1mincluding construction joints.Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gmsper bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement. 227 Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT) 228 Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete. 229 Supply and fixing of 20 mm diaG.I. pipe railling in stair case and balcony.(Taking only 50% new and 50% old materials) 230 Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge. 231 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cementincluding supply of all materials, labour, T&P etc complete. 232 Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 233 RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work. 234 Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage. 235 1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work. 236 12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work. 237 Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 238 Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work. 239 Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m. 240 Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete. 241 Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging 242 E&M worksA. Construction of2Nos Tubewell (600 LPM )TRANSPORTATION 243 RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 244 AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 245 O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 246 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 247 (DRILLING BORE) As per IS 2800 (Part I & II) 248 Barricading 249 Logging of Bore 250 Drilling of 500mm dia bore from G.L. to 100m BGL. 251 Drilling of 500mm dia bore from 100m BGL to200m BGL. 252 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 253 Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 254 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. 255 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 256 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :-200mm dia size MSERW housing pipe(plain/slotted) 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 257 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 258 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 259 Development of tube well by 250 PSI air compressor 260 Development of tube well by 250 PSI air compressor 261 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 262 Development of tube well by 1 cusec O.P. Unit 263 Cutting of housing cover by gas cutter 264 Development of tube well by 1 cusec O.P. Unit. 265 Re-welding of Tube well cover by Electric welding 266 Watch & Ward during construction period. 267 TEST:-Chemical and bacteriological test. 268 B. Construction of01 Nos Tubewell (1000 LPM )TRANSPORTATION 269 RIG MACHINE:- Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 270 AIR COMPRESSOR:-Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 271 O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 272 TUBE WELL ASSEMBLY:-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 273 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 274 Barricading 275 Logging of Bore 276 Drilling of 600mm dia bore from G.L. to 70m BGL. 277 Drilling of 550mm dia bore from 70m BGL to 100m BGL. 278 Drilling of 550mm dia bore from 100m BGL to200m BGL. 279 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL:-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 280 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 281 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. 282 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 283 TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-300mm dia size MSERW housing (plain/slotted)pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp. in all respect . 284 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 285 PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 286 Development of tube well by 600 PSI air compressor 287 Development of tube well by 600 PSI air compressor 288 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 289 Development of tube well by 3 cusec O.P. Unit 290 Cutting of housing cover by gas cutter 291 Development of tube well by 3 cusec O.P. Unit. 292 Re-welding of Tube well cover by Electric welding 293 Watch & Ward during construction period. 294 TEST :-Chemical and bacteriological test. 295 C. Construction of01 Nos Tubewell (800 LPM )TRANSPORTATION 296 RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 297 AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 298 O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 299 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 300 (DRILLING BORE) As per IS 2800 (Part I & II) 301 Barricading 302 Logging of Bore 303 Drilling of 550mm dia bore from G.L. to 100m BGL. 304 Drilling of 550mm dia bore from 100m BGL to200m BGL. 305 TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-Lowering of 200mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 306 Lowering of 200mm dia MSERW 7.1mm thick plain/slotted pipe from GL to 100 m BGL. 307 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 308 TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-200mm dia size MSERW plain/slotted pipe 7.1mm thick including with 2 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 40 no M.S. ring 100X12mm thick, M.S.Clamp,1no bail plug ,T.W. Support (I Section),20 nos center guide etc comp.in all respect . 309 PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 310 Development of tube well by 350 PSI air compressor 311 Development of tube well by 350 PSI air compressor 312 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 313 Development of tube well by 3 cusec O.P. Unit 314 Cutting of housing cover by gas cutter 315 Development of tube well by 3 cusec O.P. Unit. 316 Re-welding of Tube well cover by Electric welding 317 Watch & Ward during construction period. 318 TEST :-Chemical and bacteriological test. 319 D. Construction of02 Nos Tubewell (500 LPM )TRANSPORTATION 320 RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 321 AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 322 O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 323 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 324 (DRILLING BORE) As per IS 2800 (Part I & II) 325 Barricading 326 Logging of Bore 327 Drilling of 500mm dia bore from G.L. to 100m BGL. 328 Drilling of 500mm dia bore from 100m BGL to200m BGL. 329 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 330 Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 331 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. 332 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 333 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :-200mm dia size MSERW housing pipe(plain/slotted) 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 334 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 335 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 336 Development of tube well by 250 PSI air compressor 337 Development of tube well by 250 PSI air compressor 338 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 339 Development of tube well by 1 cusec O.P. Unit 340 Cutting of housing cover by gas cutter 341 Development of tube well by 1 cusec O.P. Unit. 342 Re-welding of Tube well cover by Electric welding 343 Watch & Ward during construction period. 344 TEST:-Chemical and bacteriological test. 345 E. Pumping plant with piping and valves (600 LPM) 346 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 600 LPM. 58Mtr. Head and 15 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 347 Spare column pipe heavy duty 348 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 349 SCADA Compatable chlorinating system 350 Sluice valves with motor operated actuator valves of size 100 mm 351 CE/UL Certified electromagnetic flowmeter of size 100mm 352 Soft starter 15 KW or suitable capacity 353 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 354 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 355 CE/UL Certified Pressure transmitter 356 F. Pumping plant with piping and valves (1000 LPM) 357 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1000 LPM. 60Mtr. Head and 25 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 358 Spare column pipe heavy duty 359 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 360 SCADA Compatable chlorinating system 361 Sluice valves with motor operated actuator valves of size 100 mm 362 CE/UL Certified electromagnetic flowmeter of size 150mm 363 Soft starter 22 KW or suitable capacity 364 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 365 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 366 CE/UL Certified Pressure transmitter 367 G. Pumping plant with piping and valves (800 LPM) 368 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 800 LPM.60Mtr. Head and 20 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 369 Spare column pipe heavy duty 370 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 371 SCADA Compatable chlorinating system 372 Sluice valves with motor operated actuator valves of size 100 mm 373 CE/UL Certified electromagnetic flowmeter of size 100mm 374 Soft starter 15 KW or suitable capacity 375 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 376 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 377 CE/UL Certified Pressure transmitter 378 H. Pumping plant with piping and valves (500 LPM) 379 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 500 LPM.60Mtr. Head and 12.5 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 380 Spare column pipe heavy duty 381 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 382 SCADA Compatable chlorinating system 383 Sluice valves with motor operated actuator valves of size 100 mm 384 CE/UL Certified electromagnetic flowmeter of size 100mm 385 Soft starter 15 KW or suitable capacity 386 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 387 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 388 CE/UL Certified Pressure transmitter 389 I. Stablizer for All Zone 390 Stablizer 25 kva or suitable capacity 391 Stablizer 15 kva or suitable capacity 392 J. OHTE&M WORK for all Zone 393 Motor operated actuator with Sluice valveson distribution line of 350 mm size 394 Radar type level transmitter at OHT 395 Electromagnetic flowmeter of suitable size at distribution line of 350 mm size 396 Motor operated actuator with Sluice valveson distribution line of 250 mm size 397 Electromagnetic flowmeter of suitable size at distribution line of 250 mm size 398 K. Automation of Units of T/Wall zone 399 CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 400 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents. 401 CE/UL Certified Intelligent energy meters 402 Auto phase reversal Unit 100 Amp 403 CE/UL Certified Surge Protector for control panel 404 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 405 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 406 Installation,Testing and commissioning 407 Trial run 3 months 408 L. MCS Centeralized control oom for all zone 409 CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 410 Video wall media player of same OEM 411 Desktop/PC with i5/i7 configuration as per technical specification 412 CE/UL Certified 5 KVA UPS With battery as per tech specification 413 Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given 414 CE/UL certfied master control room PLCwith redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents 415 CE/UL certified field gateway agent for transferring data from MCS to control room 416 GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP 417 CE/UL certified Firewall for network protection 418 Surge protector for ethernet communication protection 419 CE/UL Certified industrail grade ethernet switch 420 Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility) 421 CANON/HP/Equivalent LASER printer 1018 or equivalent 422 Complete cabling of tubewell including all power & control cable for T/W 423 Security Survelliance IP Camera with recorder (OPTIONAL) 424 Installation,Testing and commissioning with required furniture and A/C etc. 425 Trial run for 3 months 426 M. Trail Run for 3 Months for all Tubewell 427 Sodium hypochloride 428 Operation of pumping plant

BRR : 7276865 Tender For Supply Of All Materials, Labour For Construction Of Oht, Cwr, Ph, Sq, Bw, Distribution System, Rm, Tw With Scada Automation As Per Specifications In Tender Document Complete In All Respect Hardoi Npp Reorganization Wss Under Amrut 2.0, Supply of all materials, labour, T&P etc. for Construction of Over Head Tanks, CWR, Pump house, Staff Quarter, Boundary wall, gate, Site development, Supply of all materials for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of tubewells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the complete works to Hardoi Nagar Palika Prishad Reorganization water supply scheme on turn-key basis Under AMRUT 2.0 Programme Sl. No. Item Description 1 A - Civil works :-Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings- 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintainingFGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge.The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 Over Head Tank - 1400 KL / 24 M Staging at Zone VI 3 Over Head Tank - 1100 KL / 24 M Staging at Zone IX 4 Structural Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house to accomadate 3 no of pumping plants and other appurtenant work etc as per IS 3370-1965 (Part I to IV) or its latest amendments. Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India. The design will be based on all relevant technical specification asgiven herewith in bid document. A separate room of not less than 3.00x3.00m in size should be provided by the side of the pump house for record keeping.Provision for fixing ofinlet pipe equivalent to no of TWs to be connected to CWRand over flow pipe of required dia with all necessary fittings such as sluice valve, NRVand their chamber as per design and specification and place decided by engineer in charge. The floor of pump house and top of CWR and the room provided at the side of pump house should be 25mm KOTA stone flooring. The size of CWR pump house should be such that all the motor pump starters O.C.B. cables, water level indicator all piping arrangement, reflex valve sluice valve etcmay be accommodated in the pump house.Architectural view and GA drawing of pump house shall be approved by department before execution of work.The pump house will be constructed with all appurtenant work such as fixing of door window grill shutter and collapsible door if required suitable gantry beam with rail electronic water level indicator as given in detail specification including necessary glazed door, Two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) 1 m wide RCC stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, Railing - 20 mm G.I. Pipe class - B in three rows with MS angle iron post 50x50x6 in one metre distance over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under:Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge. 5 Clear Water Reservoir - 500 KL at Zone VI 6 Demolishing of existing OHT in Zone VIDemolishing of existing over head tank capacity 2000 KL/ 18 M Staging by manually / mechanical process with proper barricating and necessary safety arrangements including stacking of serviceable materials i.e. pipes, steel, sluice valve etc. at a suitable & secured place with own expense of contractor and disposal of unserviceable materials/ scraps within distance of 8 km distance in municipal limit as per direction of engineer in charge including supply of all machinery, T&P, labour etc. required for proper completion of the work. 7 Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments.2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set.3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth.4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. 8 HDPE Pipe 90 mm dia 9 HDPE Pipe 110 mm dia 10 HDPE Pipe 140 mm dia 11 HDPE Pipe 160 mm dia 12 Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 13 DI Pipe (Class K-7) 200 mm dia 14 DI Pipe (Class K-7) 250 mm dia 15 DI Pipe (Class K-7) 300 mm dia 16 Risingmain :-Supply of following dia of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 17 DI Pipe (Class K-9) 200 mm dia 18 DI Pipe (Class K-9) 250 mm dia 19 Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge. 20 Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge. 21 80 mm dia 22 100 mm dia 23 125 mm dia 24 150 mm dia 25 200 mm dia 26 250 mm dia 27 Scoure valve 28 80 mm dia 29 Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete. 30 25 mm 31 Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge. 32 Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and designincluding supply & fixing of RCC cover etc. complete including all other necessary fitting as per direction of Engineer in charge. 33 Surface box type 34 Masonry type 35 For air valve 36 For fire Hydrants 37 Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work 38 Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level. 39 Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials. 40 B.O.E. road 41 Bituminous road 42 C.C. road 43 Interlocking road 44 Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 45 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 46 Brick on edge with bricks (100 % New) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 47 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. 48 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (PWD Road) 49 Surface layer painting in Bituminous road including supply of all materials, labour, T&P etc. required for proper complete of the workas per directions of engineer-in-charge. 50 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 51 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 52 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (100% new tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 53 Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge.up to 1.00 M 54 Crossing of Culvert/ nala upto 3.5M width using casing of pipes restoring than drain original condition for laying pipe line including supply and materials labour, T&P etc. complete 55 Crossing of Culvert/ nala from 3.5M to 7.0M width using casing of pipes restoring than drain original condition for laying pipe line including supply and materials labour, T&P etc. complete 56 Crossing of Road upto 3.5M for laying pipe line including supply and materials labour, T&P etc. complete. 57 Crossing of Road from 3.5M to 7.0 M for laying pipe line including supply and materials labour, T&P etc. complete 58 Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer (charges include for all type of NOC/Approval providing by concern department) 59 National Highway road crossing (upto 350 mm dia) 60 Railway line crossing (upto 350 mm dia) 61 Making interconnection in 90 to 500 mm dia AC/ P.V.C./ HDPE/DI pipes including supply, carting of specials, lowering them into tranches, cutting, fixing them in proper alignment and jointing including balling out of water, necessary excavation for connection and proper barricading including supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 62 400 mm to 400 mm 63 400 mm to 160 mm 64 400 mm to 90 mm 65 350 mm to 250 mm 66 350 mm to 160 mm 67 350 mm to 90 mm 68 300 mm to 90 mm 69 250 mm to 200 mm 70 250 mm to 90 mm 71 200 mm to 140 mm 72 200 mm to 90 mm 73 140 mm to 90 mm 74 110 mm to 90 mm 75 90 mm to 90 mm 76 Construction of drinking water house connection with distribution mains (HDPE, AC, DI, PVC) including dismantling in all type of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with temporary reinstatement of all type of road including supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. For New pipe Line 77 For 90 mm to 110 mm dia 78 For 140 mm to 160 mm dia 79 For 200 mm to 250 mm dia 80 For 250 mm to 300 mm dia 81 For 350 mm to 500 mm dia 82 For Existing pipe Line 83 For 90 mm to 110 mm dia 84 For 140 mm to 160 mm dia 85 For 200 mm to 250 mm dia 86 For 250 mm to 300 mm dia 87 For 350 mm to 500 mm dia 88 Permanent re-instatement of following type of road surfaces after laying of pipe line (for New & Existing house connection work) including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 89 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 90 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. 91 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 92 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 93 Repairing of leakages in existing pipe (HDPE, AC, DI, PVC) line including dismantling in all types of road, excavation of trench, bailing out of water repairing the joint, backfilling of earth and Permanent reinstatement of all types road in pipes of different dia including supply of all material, specials, machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 94 For 90 mm to 200 mm dia 95 For 250 mm to 500 mm dia 96 Supply and fixing of end cap (HDPE, AC, DI, PVC) & fixing of Sluice valve for dividing into separate zone including excavation of pit, bailing out of water, fixing the end cap and then again refilling the earth in the pit including supply of all materials, specials, machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 97 For 90 mm to 200 mm dia 98 For 250 mm to 500 mm dia 99 CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 4 Nos.Supply of all material T&P etc. required for construction of Pump House 04 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm above from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 100 Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 101 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 102 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work. 103 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 104 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 105 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 106 1.20 x 2.10 M1.00 x 2.10 M 107 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 108 Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation. 109 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 110 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 111 Lintels 112 Beam 113 Sun shades & Slab 114 Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc. 115 Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work. 116 150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 117 40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work 118 12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 119 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work. 120 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 121 20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand. 122 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 123 Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 124 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 125 The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 126 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 127 Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete. 128 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 129 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 130 Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. 131 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 132 Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 133 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 134 25x3mm 135 40x3mm 136 Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete. 137 Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge. 138 BUILDING WORK :-Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 139 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 140 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 141 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 142 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 143 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 144 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 145 Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. 146 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 147 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 148 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 149 Footing 150 Column 151 Plinth Beam 152 Lintels 153 Sun-shades & Slab 154 Stairs 155 Sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 156 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work 157 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 158 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 159 Supply and fixing of oxidized iron fittings of approved make for doors and window. 160 12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 161 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 162 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 163 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 164 Providing and fixing 1st quality vetrified floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting / dados (height 150 mm) over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 165 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 166 200x300 mm ceramic tiles over base with 12 mm thick 1:3 cement and coarse sand mortar in kitchen upto 60 cm high above platform, W.C. wall - 120 cm high and bathroom wall 1.80 m high including supply of all materials, labour, T&P etc. required for proper completion of the work. 167 Kitchen platform 18 mm thick polished kota stone over 12 mm thick 1:3 cement and coarse sand mortar including supply of all materials, labour, T&P etc. required for proper completion of work. 168 W.C. and bathroom floor 300x300 mm Antiskid/mattfinished ceramic tiles over 20 mm thick 1:4 cement & coarse sand mortar including supply of all material, labour, T&P etc. required for proper completion of the work. 169 Providing 45 cm wide and 25mm thick P.C.C apron in 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 20 to 40mm gauge stone ballast with finishing coat of neat cement including fixing of glass strips at desired intervals including supply of all materials,labour,T&P etc. complete. 170 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 171 25x3mm 172 40x3mm 173 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 174 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 175 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 176 Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete. 177 Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work. 178 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 179 Water supply & sanitary fittings Water supply & sanitary fittings Orissa Pan 580 mm with low level P.V.C. cistern (ISI marked) one W.H.B. 450x300 mm size stainless steel kitchen sink without drain board, one stainless steel soap tray with W.H.B. including glazed tiles in 600 m height one looking mirror with W.H.B., 500 litre P.V.C. storage tank etc. and also as per direction of Engineer-in-charge.Electrical provisionAll wiring, Fan hook in room & verandah, aquaguard or water purifier point in kitchen, power point in kitchen & bed room, computer and T.V./cable point in room, 16 Am point at a suitable place as per direction, exhaust point in kitchen, copper wiring in conduit, C.F.L. in all places of bulbs etc., 08 Nos. Flood light for campus lightning and also as per direction of Engineer-in-charge. Internal electrificaton, water supply and sanitary fittings including supply of all materials, labour, T&P etc. Complete. 180 Construction of septic tank and soak pit including all type of earth/soil excavation with supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge (for Staff Quarter only) 181 Construction of septic tank :- Septic tank shall be of first class brick work in 1:4 cement mortar the foundation and floor shall be of 1:3:6 cement concrete. Inside of septic tank shall be finished with 12 mm cement plaster and floor shall be finished with 20 mm cement plaster with 1:3 mortar mixed with standard water proofing compound. Upper and lower portion of soak-pit shalk be of second class brick work in 1:6 cement mortar and middle portion shall be of dray brickwork. Roof covering slabs and baffle wall shal be of precast R.C.C. The length of the connecting pipe from latrine seat including all type of earth/soil excavation with supply of all machinery, T&P, labour etc. required for proper completion of the work as per directions of engineer-in-charge. 182 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 183 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 184 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 185 Development work :-Construction of boundary wall, Gate with piller, site development, approach road (Zone 6 and 9) & repairing of boundary wall Gate with piller, site development, approach road (Zone 1, 2, 3, 4, 5, 7 and 8)campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50 M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 186 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 187 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 188 20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 189 12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL. 190 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 191 C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work. 192 12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 193 Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work. 194 Supply and fixing of barbed iron wire fencing to post in four rows including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of engineer in charge. 195 M.S. angle iron (50x50x6 mm) for barbed wire fencing and 2 meter distance including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of engineer in charge. 196 Concrete with cement, coarse sand and 20 mm approved stone ballast in proportion of 4:2:1 in including supply of all materials, labour, T&P etc. required for fixing M.S. Iron angle proper completion of the work. 197 Raised pointing with cement mortar 1:4 consisting or cement and local sand on brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 198 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 199 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 200 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate) 201 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (1.20 M wide wicket gate) 202 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 203 Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work 204 Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 205 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 206 Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect 207 Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge. 208 Supply of following items as per ditrection of engineer in charge 209 Office table (Godrej Make) (6x4 fit) with shelf and Glass 210 Office table (Godrej Make) (8x4 fit) with shelf and Glass 211 Computer table (Godrej Make) (4x3 fit) with Shelf 212 Revolving Chair (Godrej Make) 213 Office chair (Godrej Make) 214 Computer chair Revolving (Godrej Make) 215 Almirah (Godrej Make) 216 Almirah Glass rak (Godrej Make) 217 Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer 218 Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor) 219 Xerox machine wifi (HP, Canon, Samsung Make) 220 Color Printer wifi (HP Make) 221 Repairing work of existing pump house - 25 Nos. & Local Control Station room - 01 No.Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 222 Dismantling existing plaster over damage/cracked surface with stacking / proper disposal opf chiseld plaster including supply of all materials, labour T&P etc. required for proper completion of the work as directed by the engineer in charge. 223 Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work. 224 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 225 Repair for electric fitting 226 Reparing of floor in PCC 1:2:4 227 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 228 Repairing of 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide. 229 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 230 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 231 Door Frame (02 Nos.) 232 Window Frame (04 Nos.) 233 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 234 11.5 cm string or drip-coarse in 1:6 cement and local sand mortor 235 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 236 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 237 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 238 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 239 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 240 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 241 Supply & fixing of forciling for LCS room including supply and fixing of all assessories, all materials, Paits, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 242 Repairing for electric fittings, wiring for LCS room including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 243 Repairing work of existing Staff Quarter (1 Set)First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 244 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 245 Scraping old color washing and preparing the surface by removing loos material etc. including all labour and T&P ete complete 246 Repairing of 40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide 247 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 248 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 249 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 250 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 251 Door Frame (02 Nos.) 252 Window Frame (04 Nos.) 253 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 254 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 255 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 256 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 257 Repair for electric fitting 258 Repair for sanitation work 259 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 260 Repairing work of Existing Clear water reservoir cum pump house (500 KL at Zone 5 & 400 KL at Zone 8)Cleaning of Surface area of CWR including supply of all materials, labour, T&P etc. required for proper completion of the work.complete asper direction of Engineer-in-charge. 261 Providing and applying one coat of slurry of hydrophilic in nature for waterproofing treatment of internal surface of Tank. 262 Repairs of Tank wall, water tighteing work including all labour, material etc required for completion of work. 263 Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work. 264 Stacking/proper disposal of chiseld plaster as directed by the Engineer- in-charge 265 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work 266 Repairs of cracks on concret surface of tank including all labour, material extraholding etc required for completion of work. 267 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 268 Racking of joints of brick mansonry in wall in exposed surface to poperly prepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work. 269 Repair for electric fitting 270 Reparing of floor in PCC 1:2:4 271 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 272 Repairing of 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide. 273 Supply and fixing of flush door including supply and fixing of all assessories, all materials, labour T&P etc. required for proper completion of the work as per direction of engineer in charge. 274 Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials, labour T&P etc. required for proper completion of the work (Door & Window Frame) 275 Door Frame (02 Nos.) 276 Window Frame (04 Nos.) 277 Supply and fixing of the M.S. window with grill as per departmental drawing including supply and fixing of handle, locking arrangement etc. with one coat of red oxidised primer. 278 11.5 cm string or drip-coarse in 1:6 cement and local sand mortor 279 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 280 White washing in three coats including supply of all materials labour, T&P etc required for proper completion of work. 281 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 282 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 283 Supply and fixing 4 mm thick plain glass panes in panel of Z-section window shutter including supply of M.S. Clip and I.S.I. Mark putty etc as required for proper completion of work. 284 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 285 Repairing work of existing Over Head Tank (Zone - 1, 2, 3, 4, 5, 7 & 8)Supply and fixing on lightening Conductor on O.H.T. with proper arrangement and alignment including all labour and T&P etc. complete. The lightening conductor consisting of an elevation rod, down conductor and earth plate shall confrom with the standars as required by the Electircal Inspector of U.P from time to time, Any amendment, addition etc. suggested or required by the Electircal Inspector shall be carried out including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 286 Supply and fixing of water level indicator with suitable arrangement as per latest I.S. code including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 287 The outer surface of wall with two coat of weather coat-All guard, Apex- Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 288 Repairs of O.H.T. wall, water tighteing workincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 289 Repairs of cracks on concret surface of OHT (Brase, Column, Bottom dom, top Dom etc complete) by guniting methodincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 290 Repairs & Replacement of OHT pipes & Specials including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 291 Repairs & Replacement of Valves & carting including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 292 Dismentling & reconstruction (including raising of flore of OHTincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 293 Replacment of both M.S. Ladder (inner & outer) & MS cover on top dome including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 294 Supply & fixing of medium class G.I. pipe in free roof on stair case, balconey and top domeincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 295 Supply & fixing of M.S. safty gate on stair case including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 296 Net on top dome wentincluding supply of all materials, labour T&P etc. required for proper completion of the work as per direction of Engineer-In-Charge. 297 B - E&M worksConstruction of5 Nos Tubewell (1200 LPM )TRANSPORTATION 298 RIG MACHIN:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 299 AIR COMPRESSOR:-Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 300 O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 301 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 302 (DRILLING BORE) As per IS 2800 (Part I & II) 303 Barricading 304 Logging of Bore 305 Drilling of 600mm dia bore from G.L. to 60m BGL. 306 Drilling of 500mm dia bore from 60m BGL to 100m BGL. 307 Drilling of 500mm dia bore from 100m BGL to180m BGL. 308 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 160m BGL. 309 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 54 m BGL. 310 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 54 m BGL to 100m BGL. 311 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 160m BGL. 312 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :- 313 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 150X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 314 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 150X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 315 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 316 Development of tube well by 350 PSI air compressor 317 Development of tube well by 350 PSI air compressor 318 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 319 Development of tube well by 3 cusec O.P. Unit 320 Cutting of housing cover by gas cutter 321 Development of tube well by 3 cusec O.P. Unit. 322 Re-welding of Tube well cover by Electric welding 323 Watch & Ward during construction period. 324 TEST:-Chemical and bacteriological test. 325 Pumping plant with piping and valves ( 1200 LPM) for 3 Nos T/W 326 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 20 Mtr. Head and 10 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 327 Spare column pipe heavy duty 150 mm Size 328 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 329 SCADA compatable chlorinating system 330 SITC of servo Stabilizer 10 KVA or suitable capacity 331 Sluice valves with motor operated actuator valves of size 150 mm 332 CE/UL Certified electromagnetic flowmeter of size 150mm 333 Soft starter 7.5 KW or suitable capacity 334 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 335 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 336 CE/UL Certified Pressure transmitter 337 Pumping plant with piping and valves ( 1200 LPM) for 2 Nos T/W 338 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 46 Mtr. Head and 25 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 339 Spare column pipe heavy duty 150 mm Size 340 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 341 SCADA compatable chlorinating system 342 SITC of servo Stabilizer 25 KVA or suitable capacity 343 Sluice valves with motor operated actuator valves of size 150 mm 344 CE/UL Certified electromagnetic flowmeter of size 150mm 345 Soft starter 22 KW or suitable capacity 346 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 347 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 348 CE/UL Certified Pressure transmitter 349 Pumping plant for zps (zone-6) 350 PUMPING PLANTS:Supply of 3000 LPM at 33 mtrs. Head Synchrous speed1500 RPM Water Lubricant VT Pump with squirrel cage induction motor 40 HP suitable for above pump with TEFC enclosure including base plate along with coupling, coupling guard, foundation, bolts, Etc in all respect. 351 MAIN PIPING AND VALVES 352 D.I. Reflux valve 200 mm dia . 353 200 mm dia Sluice valve with actuater suitable for SCADA operation. 354 Common Header (for all pumps) 355 D.I. D/F Distance piece 250mm dia 0.5 mtr. Long 356 D.I. D/F Distance piece 250 mm dia 1 mtr. long 357 D.I. D/F Distance piece 250 mm dia 1.5 mtr. Long 358 D.I. D/F Distance piece 250 mm dia 2 mtr. Long 359 D.I. D/F Distance piece 250 mm dia 3 mtr. long. 360 D.I. D/F 900 bend 250 mm dia 361 D.I. Tee 250 x 200 x 250mm Tee A/F 362 Sluice valve 250 mm dia with actuater suitable to SCADA operation 363 DI D/FReflux valve 250 mm dia 364 Bye Pass Arrangement:- 365 A/F Tee 250x250x250 mm dia 366 Sluice valve 250mm dia with actuater suitable to SCADA operation 367 Dismantling joints for Commmon Header and Flowmeter for 250 mm dia 368 CE/UL Certified Electromagnetic FLOW METER:250 mm dia size 369 Electrical Items 370 Supply of 3 core 25 sq. mm. unarmoured Copper conductor cable from panel to starter and starter to respective motors with lugs etc. 371 Supply of 3.5 core 95 sq. mm. Aluminium armoured cable from LT Control Panel to Motor control panel. 372 MOTOR CONTROL PANNEL :-Supply of M.S. Fabricated Dust and Vermin Proof, Cubical Type, Floor Mounted Control Panel compatible to SCADA with RS485 Port consisting including all necessary equipments and protection devices as following :-INCOMING :-1 No. 200 Amp. M.C.C.B. motorizes & microprocessor based.OUTGOING :- (i) 3 Nos. 100 Amp. microprocessor based MCCB with Soft starter RS 485 Port- 400 V Class,30 KW (40 HP), Rating(ii) 1 No. MCCB 32 Amp for lighting and fan(iii) 2 No. MCCB 63 Amp for Auxiliary Load 373 Supply of microproceesor based three phase sensing power factor correction relay panel, IEC/EN 61000-6- (2&4) communication interface with RS 485, indication of switching on units, auto /manual status and shall have over load protection, no volt release, having multi parameterlike KW, KVA, KVAR rating capacity of 50 KVAR or suitable capacity 374 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of followint rating: 375 200Amp Rating 376 CE/UL Certified Radar type Level Transmiter for CWR 377 CE/UL Certified Pressure transmitter for each pump. 378 Earthing Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Control Panel) 379 Installation of all Equipments, Power wiring of Electrical equipments with cable tray, cable lugs, cable gland and commissioning of the pumping plants 380 3 Ton / 12 mtr. Lift chain pulley Block with four way motion HOT, Gantry I-section Girder, square rod with travelling trolley. 381 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). 382 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. 383 Internal & External electrification of Pumping plant. 384 Tools & Sppanners Complete. 385 Electromegnatic dozzer of suitable capacity SCADA compatible 386 CE/UL approved manufacturers Surge protector for all AC control supplies of all equipments. 387 Installation, commissioning & testing of Automation related equipments for ZPS 388 Trial run for 3 month period for one ZPS 389 12 watt solar based LED light with GI pole 390 SCADA of ZPS FOR ZONE -6 391 CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at muliple stations with Control Panel as specified in tender technical specification. 392 G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 393 CE/UL Certified Intelligent Smart Energy Meter 394 Complete cabling for ZPS including all power & control cable of all equipments at ZPS and OHT (Upto 3 Pumps) 395 Security Survelliance IP Camera with Recorder (optional) 396 Automation of Units of all zone T/W 397 CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 398 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents. 399 CE/UL Certified Intelligent energy meters 400 Auto phase reversal Unit 100 Amp 401 CE/UL Certified Surge Protector for control panel 402 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 403 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 404 Installation,Testing and commissioning 405 Trial run 3 months 406 SUB STATION FOR ZPS ZONE-6 407 H.T.Panel( Comprising with 1 no. incomingand 2 -Outgoing. Supplying of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation 408 Transformer Supplying of 160 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. 409 Main L.T. PanelSupply of LT Panel comprisiing of following details. 02 No. 200 Amp. Incoming MCCB Panel shall be mechanically and electrically interlocked completely and 01 Nos 200 Amp MCCB as Outgoing and 01 Nos 80Amp Outgoing for Auxiliary Load suitable for SCADA and all necessary protection equipments and metering equipment as per requirement. 410 Supply of 120 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer. 411 Supply of H.T. Cable end termination joint kit. 412 Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. 413 Supply of 1.1 KVgrade 95 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel. 414 Installation and commissioning of 11 KV/0.44KV, substations including 100 KVA, Transformer including HT Panels and L.T.Panel with cable tray, cable lug, cable gland including all labor T&P complete in all respect. 415 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. 416 Heavy Duty leak proof fire bucket as per IS 2546/1974 417 Fire bucket stand for 6 bucket 418 Internal & External electrification of Sub-Station 419 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). 420 NOC for substation from safety department 421 S.I.T.C of followings E/M items at OHT (zone-06) 422 CE & UL certified Radar type level tranmitter for OHT 423 Motor OperatedActuator with Sluice Valve/Flow control valve (350 mm )-DMA 1 424 CE / UL certified Electromagneticflowmeter of size:350mm-DMA-1 425 Dismantelling joint 350 mm-DMA-1 426 Motor OperatedActuator with Sluice Valve/Flow control valve (300 mm )-DMA 2 427 CE / UL certified Electromagneticflowmeter of size:300mm-DMA-2 428 Dismantelling joint 300 mm-DMA-2 429 S.I.T.C of followings E/M items at OHT(zone-9) 430 CE & UL certified Radar type level tranmitter for OHT 431 Motor OperatedActuator with Sluice Valve/Flow control valve (250 mm )-DMA 1 432 CE / UL certified Electromagneticflowmeter of size:250mm-DMA-1 433 Dismantelling joint 250 mm-DMA-1 434 Motor OperatedActuator with Sluice Valve/Flow control valve (200 mm )-DMA 2 435 CE / UL certified Electromagneticflowmeter of size:200mm-DMA-2 436 Dismantelling joint 200 mm-DMA-3 437 Stablizer for ZPS3 Phase AC automatic voltage stabilizer for 125 KVAor suitable capacity 438 Local Control Station (LCS) 439 CE/UL & BIS Certied industrial grade LED MONITOR with latest configuration as per specification. 440 Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments. 441 CE/UL Certied 3 KVA UPS with batteries as per spec mentioned in technical bid doucments. 442 Full development version of required TAGS SCADA Software with coustomization of Software for MCS as per requirement as per spec mentioned in technical bid doucments. 443 CE/UL Certied local control room PLC with redundant CPU & power supply at MCS in IP54 inclouser as spec mentioned in technical bid doucments. 444 GSM based wireless/Broadband/Equipment communication system forPLC capable to transfer & received data and gather data from remote sites to control stations. All accessories included signal enhancer antenna along with running expences till DLP 445 CE/UL Ceritified Firewall for network protection 446 SURGE PROTECTOR FOR ETHERNET Communication Protection 447 CE/UL Ceritified Industrial grade Ethernet switch. 448 CANON/H.P. or equivalent Laser Printer 1018 or equivalent. 449 Security Survelliance IP Camera for with recorder 450 Installation, commissioning & testing 451 Test and Trial run for 3 Months period 452 Three month trial ofZPS(zone -6)Quantity of sodium hypochloridr require for three month for ZPS 453 Three month trial ofall zoneTubewell 454 Quantity of sodium hypochloridr require for three month for all tubewell 455 Provision for operation of pumping plant (each tubewell 3 No oprator)