Tender For Provision Of Tube Well And Augmentation Of Water Supply At Af Station Bhisiana., bhisiana-Punjab

Tender For Provision Of Tube Well And Augmentation Of Water Supply At Af Station Bhisiana. ; 1 Bore Well No-01 2 Drilling Of Trial Bore In Any Type Of Soil / Rock Perfectly Vertical 200Mm Dia Bore Hole By Dth Machine Or Percussion / Rotary Rig Method Or Any Other Approved Method Including Formation Of Sample Collection, And Discharge Of Water, Shifting Transportation Of Material And Equpment And Preparation On Etc Complete All As Specified And As Directed For Following Depth:-Note : The Drilling Machine Have Reqired Minimum Pressure Of 240 Psi ) Comnplete All As Specifed And As Directed By Eng-In-Charge. 3 ( A ) Up To 20 Mtr 4 ( B ) 21 Mtr To 40 Mtr 5 ( B ) 41 Mtr To 60 Mtr 6 ( C ) 61 Mtr To 80 Mtr 7 ( D ) 81 Mtr To 100 Mtr 8 M&L For Drilling With Dth Machine Or Percussion / Direct Rotary Or Reverse Rotary Rig Bore Hole At The Site From Ground Level To The 220 Mtr Depth, Suitable Size For 350 Mm Bore Casing Pipes With A Provision Of Space For Filling Pea Gravel 3 To 5 Mm Size, Pea Gravel Should Be Shrouded With Minimum 5 Annular Space Between Tube-Well And Reamed Wall All Round The Housing Pipes And Construction Of Pcc Platform, Complete All As Specified And Directed For The Following :- Note:- ( A ) Lowering, Pcc, Pea Gravel Shall Be Measured Under Relevant Items Ofsch A. ( B ) The Drilling Machine Have Reqired Minimum Pressure Of 240 Psi ) All As Specifed And As Directed By Eng-In-Charge. 9 ( A ) Drill Bore Of 350 Mm Dia Up To 50 Mtr Below Ground Level In Any Kind Of Strata Including Hard Stone / Boulder Rock, Etc Complete All As Specifed And As Directed By Eng-In-Charge. 10 ( B ) Drill Bore Of 350 Mm Dia From Depth Exceeding50 Mtr Below Ground Level Up To Depth Of 100 Mtrin Any Kind Of Strata Including Hard Stone / Boulder Etc. Complete All As Specifed And As Directed By Eng-In-Charge. 11 ( C ) Drill Bore Of 350 Mm Dia From Depth Exceeding100 Mtr Below Ground Level Up To Depth Of 150 Mtrin Any Kind Of Strata Including Hard Stone / Boulder Etc. Note - ( I ) Depending Upon Availability Of Water, Strata Drilling Beyond 150 Mtr Shall Be Carried Out On Written Directions From Ge . ( Ii ) Depth Shall Be Extended More Then 150 Mtr If Required For A Minimum Yield Of 1500 To 2000 Lpm Draw Down And Extra Depth Will Be Done By As Per Direction Of Accepting Officer.All As Specifed And As Directed By Eng-In-Charge. 12 M&L For Lethal Testing Of The Bore By Using Computerized Composite Lithalog Machine And Ascertaining The Position Of Slotted & Plain Casing Pipecomplete All As Specified And As Directed.By Engr -In-Charge 13 Material & Laying For Conducting Electrical Resistivity Test As Per Is-1892-1979& Is 3043-1987 Including Necessary Tools And Plants Complete All As Specified And As Directed By Engr -In-Charge 14 Supplying, Lowering And Fixing Into Bore Hole Ms Housing Pipes Erw Heavy Grade Threaded And Socket Jointed, 300 Mm Nominal Bore, 8 Mm Wall Thickness, Both Ends Plain As Per Is 4270 / 3589 Including Welding / Threading Of Sockets Both Ends Complete All As Specified And As Directed.By Engr -In-Charge. 15 Supplying, Lowering And Fixing Into Bore Hole Ms Housing Slotted Pipes Erw Heavy Grade Threaded And Socket Jointed, 300 Mm Nominal Bore, 8 Mm Wall Thickness, Both Ends Plain As Per Is 4270 / 3589 Including Welding Of Sockets Both Ends Complete All As Specified And As Directed.By Engr -In-Charge 16 Supplying And Packing Pea Gravel Of Size 3 Mm To 5Mm Size, Pea Gravel Should Be Shrouded With Minimum 5 Annular Space Between Tube-Well And Reamed Wall Round Size Packed To Required Thickness All Around The Housing Pipes To Depth And Length As Required, Complete All As Specified And As Directed.By Engr -In-Charge.Note: ( A ) The Contractor Shal Arrange Of 01Mtr X 01 Mtr X 01 Mtr Iron Frame ( Measuring Unit ) And Show The Measurement At Site To Rep Of Ge For Filling Ofall Pea Gravel In To The Side Of Borewell By Manually. 17 M&L For Development Of Bore Well By Means Of Dth Machine Followed By High Capacity Compressor To Its Optimum Yield Till Clear Water Of Potable Quality Free From Sand / Silt Is Obtained Including Draw Down Performance Complete All As Specified And As Directed By Engr -In-Charge. 18 M&L For Subsequent Development Of Bore Well By Submersible Pump Set Of Suitable Capacity Till Clear Water Of Potable Quantity Free From Sand / Silt Is Obtained Complete All As Specified And Directed.Note :- ( A ) Pump Set Equipped For Testing Yield Shall Be Used And Submersible Pump Including Submersible Cable, Column Pipe And Other Accessories Shall Be Arranged By The Contractor With Out Any Extra Cost Complete All As Specified And As Directed By Engr -In-Charge 19 M&L For Carrying Chemical / Bacteriological Analysis And Potability Test Of Water Obtained From Bore Well From Govt Approved Lab Or Department Of Atomic Energy, Board Of Radiation & Isotope Technology, Barc / Brit, Vashi Complex, Sector 20 , Navi Mumbai 400703 / Oras Approved By Ge Micro Engineering And Testing Lab And Submitting The Report In Duplicate To Engr-In-Charge, Complete All As Specified And As Directed.By Engr -In-Charge. The Results Of Following Parameters And Unit Given Below. ( A ) Arsenic ( As As ) Mg / L ( B ) Cadmium ( As Hexavalent Cd ) Mg / L ( C ) Chromium ( As Cr ) Mg / L ( D ) Cyanides ( As Cn ) Mg / L ( E ) Lead ( As Pb ) Mg / L ( F ) Selenium ( As Se ) Mg / L ( G ) Mercury ( As Hg ) Mg / L ( H ) Polynuclear Aromatic Hydrocarbons ( Pah ) Ug / L ( J ) Pesticides ( As Total ) Mg / L ( K ) Silver ( As Ag ) Mg / L ( L ) Nickle ( As Ni ) Mg / L ( M ) Ammonia ( Nh3 ) Mg / L ( N ) Barium ( As Ba ) Mg / L ( O ) Boron ( As B ) Mg / L ( P ) E Coil / 100 Ml ( Q ) Total Coliform Bacteria / 100 Ml ( R ) Gross Alpha Content ( S ) Gross Beta Content. 20 Srl Item No 11.00 ( Continue ) ( T ) Turbidity ( U ) Colour ( V ) Ph ( W ) Total Dissolved Solids ( Tds ) ( X ) Total Hardness ( As Caco3 ) ( Y ) Chloride ( As Cl ) ( Z ) Sulphate ( As So4 ) ( Aa ) Fluorides ( As F ) ( Ab ) Nitrates ( As No3 ) ( Ac ) Calcium ( As Ca ) ( Ad ) Magnesium ( As Mg ) ( Ae ) Iron ( Af ) Copper ( As Cu ) ( Ag ) Aluminium ( As Al ) ( Ah ) Alkalinity ( Ai ) Zinc ( As Zn ) ( Aj ) Phenolic Compounds ( As Mbas ) ( Ak ) Mineral Oil ( Al ) Residual Free Chlorine ( Mg / L ) ( Am ) Taste ( An ) Odour. ( Ao ) Anionic Detergents As Mbas ( Mg / L ) 21 M&L For Yield Test Of Bore Well By Continuous Pumping For 16 Hours Spell To Determine Safe Pumping Yield ( V Notch Method ) Complete All As Specified And As Directed.By Engr -In-Charge 22 Supplying, Lowering And Fixing Into Bore Hole Mserw Black Medium Gradecolumn Pipe With Threaded And Socket Jointed, 100 Mm Nominal Bore, 06 Mm Wall Thickness, As Per Is 4270 / 3589 Including Welding / Threading Of Sockets Both Ends Complete All As Specified And As Directed.By Engr -In-Charge. 23 Supplying, Installation, Commissioning And Testing 3 Phase Submersible Pump 415 Volts Ac 50Hz, 1500-2100 Lpm, 88-36 Mtr Head And Discharge Suitabledia For Column Pipe Of Bore Well Complete All As Specified And As Directed.By Engr -In-Charge. Note:- ( A ) Depth Of Lowering Of Pump Shall Be As Recommended After Yield Test For Safe Yield And Cgwb Report Recommendations ( B ) The Pump Capacity If Discharge 1500 Lpm Then Head Required 88 Mtr , If Discharge 2100 Lpm Then Headrequired 36 Mtr. 24 Supply And Fixingsubmersible Cable 3 Core Flat Of Size 35 Sqmm With Multi Stranded Copper Conductor Cablecomnplete All As Specifed And As Directed By Eng-In-Charge. 25 Supply And Fixing Galvanised Steel Tubes, 50 Mm Light Grade For Cable Protection For Crossing Of Roads Complete All As Specifed And As Directed By Eng-In-Charge. 26 S&F Mild Steel Bail Plug 300Mm Dia, Fixed And Welded, Complete All As Specifed And As Directed By Eng-In-Charge. 27 S&F Mild Steel Well Cap Suitable For 300 Mm Dia Casing Pipe With 4 Nos 18 Mm Dia Nuts , Bolts And Washers 7 Ms Clamp Fabricated From Flat Iron 100 X 16 Mm Thick Duly Drilled Holes Of Suitable Size Including Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Comnplete All As Specifed And As Directed By Eng-In-Charge. 28 Supply And Fixing Sluice Valve Of Size 100 Mm Dia, Connecting & Testing Both Ends Flanged And Drilled Cast Iron Body Class Pn-1.6 Confirming To Is- 14846 / 2000 Complete With Brass Metal Spindle Including Necessary Nut Bolt Etc For The Following Sizes Comnplete All As Specifed And As Directed By Eng-In-Charge. ( Column Pipe-01, Delivery-02 ) 29 Supply And Fixci Body Nrv Valveconforming To Isof Size 100 Dia Complete With Nuts, Bolts, Rubber Gaskets Etc Including , Isi Marked , Including Jointing Material Such As Rubber Gasket, Bolts, Nuts, Etc Suitable For Size Complete All As Specified And As Directed By Eng-In-Charge. ( Well-01, Delivery-01 ) 30 M&L For Brick Masonary Valve Pit ( Type B ) Of Size 1.2 X1.2X 1.2 Cm Cm ( Internal Of Chember ) Depth Of Chember To Be Reckoned From The Top Of Pcc In Foundation To Top The Ms Cover As 1.5 Mtr And Including Ms Sheet Cover Fabricated From 3 Mm Thick Ms Sheet And Frame Of Angle Iron 40 Mm X 40 Mm 6 Mm With Fixing Arrangement , Hinges And Locking Arrangement And Painting Two Coat Of Synethetic Enamel Paint Over A Coat Of Red Oxide Primer On Ms Cover And Frame , Inlcuding Necessary Excavation And Earth Work In Any Type Of Soil , Returning , Filling In Approved Soil Disposal Of Surplus Soil To A Distance Not Exc.50 Mtr , 150 Mm Thick Pcc ( 1:4:8 ) Type D-2 Using 40 Mm Graded Stone Aggregate As In Foundation , Brick Work In Cement Motor ( 1:6 ) 15 Mm Thick Plastering In Cement Mortoar ( 1:4 ) ( Both Internally And Externally ) 100 Mm Thick Pcc ( 1:2:4 ) Type B1 Using 20 Mm Graded Stone Aggregate As In Flooring Complete All As Specified And Directed By Engineer In Charge. 31 Supply And Lay Pipe Ductile Iron , S / S Including All Fittings Such As Tee, Elbow, Bend , Socket, Totanioc Joint, Mechanical Joint, And Accessoroes Epoxy Coated ( Heavy Duty ) Specials, Class “K-7” , 100 Mm ( 4” ) Diaborewell To Raw Water Sump / Level Tank / Dtain As Reqiredcomplete All As Specifed And As Directed By Eng-In-Charge. 32 Supply And Prepare Sample Strata Box For Laying Of Strata Obtained From Bore Well Complete All As Specifed And As Directed By Eng-In-Charge. 33 Supply And Fix Ci Fittingsflanged End Up To 150 Mm Dia Bore Such As Bends ( Any Type Radious And Angle ) Tapers Any Type , ( Straight, Bens Increasing, Decreasing Or Double Socket Etc ) Tee Places Single Branch , Y Junction , Double Branch , Cross ( All Sockets Or Socket And Spigot ) Collars Caps And Plugs, Mechanicla Joints Suitable For 150 / 80 / 100 Mm Pipe Comnplete All As Specifed And As Directed By Eng-In-Charge. Note: The Cost Shall Be Included For Nut Bolt Any Size And Length Rquire To Fix , Joint Of Ms Pipe And Joint , Elbow , Tee, , Bend , Flanged End And Other Accessories. 34 Supply And Fix Ms Clamp Of Size 50 Mm X 6 Mm And 02 Foot Longfor Holding Of 100 Mm Mscolumn Pipe Of Dia Complete All As Specifed And As Directed By Eng-In-Charge.. 35 Supply And Fix Chain Pulley Block 02 Ton Including 8 Mtr Long Chain Complete All As Specified And Directed By Engineer In Charge. 36 Excavation In Trenches Not Exc. 1.5Mtr Wide And Not Exe 1.5 Mtr In Depth Forlaying Gi Pipes Etc. And Getting Out In Soft / Loose Soil Comnplete All As Specifed And As Directed By Eng-In-Charge. 37 Excavation In Trenchesexc. 1.5Mtr Wide And Exc 1.5 Mtr In Depth Forpole Foundation Etc. And Getting Out In Soft / Loose Soilcomnplete All As Specifed And As Directed By Eng-In-Charge. 38 Returning Filling In Soil From Excavation Including Spreading, Leveling, Watering And Well Ramming In Layers N.Exe. 25 Cm Thickcomnplete All As Specifed And As Directed By Eng-In-Charge. 39 Removing Excavated ( Surplus Soil ) To A Distance Not Exc. 50 M And Depositing Where Directed At A Level Not Exc. 1.5M Above The Starting Point Complete All As Specified And As Directed By Engineer In Charge. 40 M&Lfor Sand Cushioning To Under Ground Cable Providing With A Layer Of ( 05 Cm Thick Before Laying Of Cable And 18 Cm Thick After Laying Of Cable ) In Trenches Complete All As Specified And Directed By Engr-In-Charge 41 Supply And Laying Brick Protection Cable Cover Using Sub Class B Bricks Laid Flat Adjacent To Each Other Across The Length Of Cable Laid Dry Complete All As Specified And As Directed By Engr-In-Charge. 42 Supply And Fix Tripod 80Mm Dia Medium Grade Gi Pipe With Three Legs Of 6 Mtr Including Necessary Provision For Hanging Of Pully Given In Sch And Cutting, Welding And Fixing It At Site For Smooth Operation Of Submersible Pump And Motor Etc Complete All As Specified And Directed By Engineer In Charge. 43 Material And Labour Electirc Control Panel ( Cpri Approved ) For Pumping Sets, Cubical Type, For Out Door Use, Floor Mounted, Factory Fobricated, Dust, Weather & Vermin Proof, Powder Coated, Cpri Approved Made Out Of Crca Sheet Of 3.0 Mm Thick And Angle Iron Legs Of Size 50 Mm X 50Mm X 5Mm With Front Openable With Locking Arrangements, Shutters For Each Mccb / Starters Having Hinges On One Side And Locating Knobs Press Type On Other Side And Rear Openable Door Complete With Fully Enclosed Bus Bar Chamber, Having Insulated Bus Bar Made Out Of Aluminium Strips Of Rating 320 Amps For 3 Phase, 415 Volts, 50 C / S 4 Wire System, With Cable Entry Provision Completeall As Specified And Including Suitable Pcc Work As Per Recommended By Manufacturer Equipped With The Following Items:-Note : The Cost Of Pcc Foundation Shall Be Deemed To Be Included In This Item Rate. Loc Cmd Pump House.Incomings ( A ) Mccb 4 Pole 415 V 200 A ( 25 Ka ) -01 No ( Adjustable Type ) .Outgoings. ( A ) Mccb 4 Pole 415 V 125 A 25 Ka ) -02 No ( Adjustable Type ) . Each Borewell Out Going. ( B ) Mcb Sp 10 Amp240 V -02 No. ( C ) Digital Type Ammeter Including Cts And Selector Switch - 1 Nos. ( D ) Digital Type Voltmeter And Selector Switches 0 . 500 - 1 No ( E ) Indicator Ryb - 1 Set. ( F ) Aluminium Bus Bar, 270 Amps Rating, 3 Nos For Phases And One No For Newtral Of Half Capacity - 01 Set 44 M&L For Lt Panel Electrical Board Floor Mounted Cubical Type, Out Door Double Door Type Dust Proof Aesthetically Designed, Factory Made, Fabricated Out Of Ms Angle 40Mm X 40Mm X 5 Mm And Cpri Approved Made Out Of Crca Sheet Of 3.0 Mm Thickincluding Bus Bar Chamber And Aluminium Bus Bar, 3 Phase And Neutral, 250 Amps, Danger Notice Board, Also Including Ms Angle Iron Base Frame Of Size 40 X40 X 6Mm, 0.30M Above Ground Level And 0.30M Grouted In Ground / Floor All Including Necessaryin Pcc Foundation In 1:3:6 Type C2 Complete With Locking Arrangement, Painting With Two Coats Of Synthetic Enable Paint Over A Cost Of Red Oxide Primer Connecting Incoming And Outgoing Cable Connections With Suitable Lugs Nut Bolts Washers And Cable Glands Prewired Complete Suitable Size Pvc Insulated Fire Retardant Copper Conductor Complete As Directed And Shall Consists Of The Following ( For Submersible Pump ) 01 Nos Items:- ( A ) Mccb 4Pole125 Amps C Series- 01 No ( Incoming ) . ( B ) Mccb 4 Pole 415 V 100 A ( 25 Ka ) -01 No ( Adjustable Type ) . ( C ) Mcb 4 P 415 Volt 10 Amps-02 Nos. ( D ) Indicator Lamps Ryb - 03 Nos. ( E ) Volt Meter 0 - 500 Volt With Selector Switch- 01 No ( F ) Ammeter Ct Operated 1 - 30 Amp With Selector Switch -01 Nos 45 M & L For Earthing Complete With Galvanised Steel Steel Earth Plate Electrode 600X600x6mm Thick Burried Directly In Ground ( Earth Pit Not Less Than 2.25 Mtrs Deep Below Nominal Ground Level ) With Top Edge Of The Plate Not Less Than 1.5 Mtrs Below Nominal Ground Level Connected To Galvanised Strip 25X3 Mm By Means Of Bolts, Nuts, Check Nuts And Washers Of Gi All As Shown In Electrical Plate No 3 Of Ssr Part I Connected To Earthing Test Point And Testing On Completion. All As Specified And As Directed. Note:- The Cast Of Excavation And Earth Work Pcc Pit And Pcc Cover With Handle, Funnel & Watering Pipe, Wiremesh, Charcoal Dust And Common Salt And Earth Strip Up To 7.5 Mtrs Long Shall Be Deemed Included In The Unit Rate For Earthing Comnplete All As Specifed And As Directed By Eng-In-Charge. 46 Supply And Fix Steel Tubular Swaged Poles Type 410 Sp-22 ( 9Meter Long ) Complet With Ci Base Plate And Finial Including , Foundation & Coping 9 Mtr Long Comnplete All As Specifed And As Directed By Eng-In-Charge. 47 Supply And Fixing Led Street Light Fitting 120 Watt 230 V Ac Outdoor Type With High Pressure Diecast Aluminum Hosing And Heat Resistantcomplete With Driver, Lamp Bracket With Impactand Corrosion Resistant Including Thermalmanagement In Multiple Optics Complete Withip 65 / 66 Protection Comnplete All As Specifed And As Directed By Eng-In-Charge. 48 Supply And Laying , Lt Ug Xlpe Insulated 1100 Volt Grade Heavy Duty Electric Cables With Aluminium Conductor , Cross Sectional Area 70 Sqmm 3.5 Core Comnplete All As Specifed And As Directed By Eng-In-Charge. ( From Panel To Borewell Panel ) 49 Supply And Fix 2 Core 1.5 Sqmm Pvc Insulated Weather Proof Multistranded Copper Conductor Cable 1100 Volts Grade Drawn Through In Gi Conduit , Pole Etc With Ms Clampsfrom Junction Box To Street Light Fitting Comnplete All As Specifed And As Directed By Eng-In-Charge. 50 Supply And Fix Thermoplastic Cable Junction Boxes Ip 55 / Ip 65 With Metric Knockout For Cable Entry With Terminal Of Size 200X160x98 Mm On Pole With Ms Clamps, Nut Bolts, Washers And Glands Suitable For 16 Sq Mm 04 Core Cable Comnplete All As Specifed And As Directed By Eng-In-Charge.Make Hansel Cat No K 9255 Or Similar Model In Neptune. 51 Material And Labour For Pcc 1:3:6, Type C-1, Using 20Mm Graded Stone Aggregate For Road Cutting / Making Copingaround Borewell / Poles / Poles For Transformer Where Required And Fair Finishing To Exposed Surfaces Without Using Extra Cement Including Necessary Form Work Complete All As Specified And Directed By Engineer In Charge. 52 Material And Labour For Pcc 1:4:8 D-2, Using 40Mm Graded Stone Aggregate For Road Cutting / Making Foundation Pole Andborewellor Where Required And Fair Finishing To Exposed Surfaces Without Using Extra Cement Including Necessary Form Work Comnplete All As Specifed And As Directed By Eng-In-Charge. 53 Bore Well No-02 54 Drilling Of Trial Bore In Any Type Of Soil / Rock Perfectly Vertical 200Mm Dia Bore Hole By Dth Machineor Percussion / Rotary Rig Method Or Any Other Approved Method Including Formation Of Sample Collection, And Discharge Of Water, Shifting Transportation Of Material And Equpment And Preparation On Etc Complete All As Specified And As Directed For Following Depth:- ( 100 Mtr Depth X 02Trial Bore ) Note : The Drilling Machine Have Reqired Minimum Pressure Of 240 Psi ) Comnplete All As Specifed And As Directed By Eng-In-Charge. 55 ( A ) Up To 20 Mtr 56 ( B ) 21 Mtr To 40 Mtr 57 ( B ) 41 Mtr To 60 Mtr 58 ( C ) 61 Mtr To 80 Mtr 59 ( D ) 81 Mtr To 100 Mtr 60 M&L For Drilling With Dth Machineorpercussion / Direct Rotary Or Reverse Rotary Rig Bore Hole At The Site From Ground Level To The 220 Mtr Depth, Suitable Size For 300 Mm Bore Casing Pipes With A Provision Of Space For Filling Pea Gravel 3 To 5 Mm Size, Pea Gravel Should Be Shrouded With Minimum 5 Annular Space Between Tube-Well And Reamed Wall All Round The Housing Pipes And Construction Of Pcc Platform, Complete All As Specified And Directed For The Following :- Note:- ( A ) Lowering, Pcc, Pea Gravel Shall Be Measured Under Relevant Items Of Sch A. ( B ) The Drilling Machine Shall Have Required Minimum Pressure Of 240 Psi 61 ( A ) Drill Bore Of 350 Mm Dia Up To 50 Mtr Below Ground Level In Any Kind Of Strata Including Hard Stone / Boulder Etc. 62 ( B ) Drill Bore Of 350 Mm Dia From Depth Exceeding50 Mtr Below Ground Level Up To Depth Of 100 Mtrin Any Kind Of Strata Including Hard Stone / Boulder Etc. 63 ( C ) Drill Bore Of 350 Mm Dia From Depth Exceeding100 Mtr Below Ground Level Up To Depth Of 150 Mtrin Any Kind Of Strata Including Hard Stone / Boulder Etc. Note - ( I ) Depending Upon Availability Of Water, Strata Drilling Beyond 150 Mtr Shall Be Carried Out On Written Directions From Ge . ( Ii ) Depth Shall Be Extended More Then 150 Mtr If Required For A Minimum Yield Of 1500 To 2000 Lpm Draw Down And Extra Depth Will Be Done By As Per Direction Of Accepting Officer. 64 M&L For Lethal Testing Of The Bore By Using Computerized Composite Lithalog Machine And Ascertaining The Position Of Slotted & Plain Casing Pipecomnplete All As Specifed And As Directed By Eng-In-Charge. 65 Material & Laying For Conducting Electrical Resistiveity Test As Per Is-1892-1979& Is 3043-1987 Including Necessary Tools And Plants Comnplete All As Specifed And As Directed By Eng-In-Charge. 66 Supplying, Lowering And Fixing Into Bore Hole Ms Housing Pipes Erw Heavy Grade Threaded And Socket Jointed, 300 Mm Nominal Bore, 8 Mm Wall Thickness, Both Ends Plain As Per Is 4270 / 3589 Including Welding Of Sockets Both Ends Comnplete All As Specifed And As Directed By Eng-In-Charge. 67 Supplying, Lowering And Fixing Into Bore Hole Ms Housing Slotted Pipes Erw Heavy Grade Threaded And Socket Jointed, 300 Mm Nominal Bore, 8 Mm Wall Thickness, Both Ends Plain As Per Is 4270 / 3589 Including Welding Of Sockets Both Ends Comnplete All As Specifed And As Directed By Eng-In-Charge.. 68 Supplying And Packing Pea Gravel Of Size 3 Mm To 5Mm Size, Pea Gravel Should Be Shrouded With Minimum 5 Annular Space Between Tube-Well And Reamed Wall Round Size Packed To Required Thickness All Around The Housing Pipes To Depth And Length As Required, Complete All As Specified And Directed. ( 20 Cum X 1 Borewell ) Comnplete All As Specifed And As Directed By Eng-In-Charge. Note:- ( A ) The Contractor Shal Arrange Of 01Mtr X 01 Mtr X 01 Mtr Iron Frame ( Measuring Unit ) And Show The Measurement At Site To Rep Of Ge For Filling Ofall Pea Gravel In To The Side Of Borewell By Manually. ( B ) The Measurement For Payment Shall Be Carried Out From The Volume Of Gravels Inside The Tube Bore Hole And No Other Claim Shall Be Entertained. 69 M&L For Development Of Bore Well By Means Of Dth Machine Followed By High Capacity Compressor To Its Optimum Yield Till Clear Water Of Potable Quality Free From Sand / Silt Is Obtained Including Draw Down Performance Comnplete All As Specifed And As Directed By Eng-In-Charge.Note: ( A ) The Contractor Shall Submit Log Book For Dth Machine Duly Signed By All Concerned During Claiming Of Payment In Rar / Fb. 70 M&L For Subsequent Development Of Bore Well By Submersible Pump Set Of Suitable Capacity Till Clear Water Of Potable Quantity Free From Sand / Silt Is Obtained Complete All As Specified And Directed. Note :- Pump Set Equipped For Testing Yield Shall Be Used And Submersible Pump Incl Submersible Cable, Column Pipe And Other Accessories Will Be Arranged By The Contractor With Out Any Extra Cost Comnplete All As Specifed And As Directed By Eng-In-Charge. 71 M&L For Carrying Chemical / Bacteriological Analysis And Potability Test Of Water Obtained From Bore Well From Govt Approved Lab Or Department Of Atomic Energy, Board Of Radiation & Isotope Technology, Barc / Brit, Vashi Complex, Sector 20 , Navi Mumbai 400703 / Oras Approved By Ge Micro Engineering And Testing Lab And Submitting The Report In Duplicate To Engr-In-Charge, Complete All As Specified And As Directed.By Engr -In-Charge. The Results Of Following Parameters And Unit Given Below. ( A ) Arsenic ( As As ) Mg / L ( B ) Cadmium ( As Hexavalent Cd ) Mg / L ( C ) Chromium ( As Cr ) Mg / L ( D ) Cyanides ( As Cn ) Mg / L ( E ) Lead ( As Pb ) Mg / L ( F ) Selenium ( As Se ) Mg / L ( G ) Mercury ( As Hg ) Mg / L ( H ) Polynuclear Aromatic Hydrocarbons ( Pah ) Ug / L ( J ) Pesticides ( As Total ) Mg / L ( K ) Silver ( As Ag ) Mg / L ( L ) Nickle ( As Ni ) Mg / L ( M ) Ammonia ( Nh3 ) Mg / L ( N ) Barium ( As Ba ) Mg / L ( O ) Boron ( As B ) Mg / L ( P ) E Coil / 100 Ml ( Q ) Total Coliform Bacteria / 100 Ml ( R ) Gross Alpha Content ( S ) Gross Beta Content. 72 ( T ) Turbidity ( U ) Colour ( V ) Ph ( W ) Total Dissolved Solids ( Tds ) ( X ) Total Hardness ( As Caco3 ) ( Y ) Chloride ( As Cl ) ( Z ) Sulphate ( As So4 ) ( Aa ) Fluorides ( As F ) ( Ab ) Nitrates ( As No3 ) ( Ac ) Calcium ( As Ca ) ( Ad ) Magnesium ( As Mg ) ( Ae ) Iron ( Af ) Copper ( As Cu ) ( Ag ) Aluminium ( As Al ) ( Ah ) Alkalinity ( Ai ) Zinc ( As Zn ) ( Aj ) Phenolic Compounds ( As Mbas ) ( Ak ) Mineral Oil ( Al ) Residual Free Chlorine ( Mg / L ) ( Am ) Taste ( An ) Odour. ( Ao ) Anionic Detergents As Mbas ( Mg / L ) 73 M&L For Yield Test Of Bore Well By Continuous Pumping For 16 Hours Spell To Determine Safe Pumping Yield ( V Notch Method ) Comnplete All As Specifed And As Directed By Eng-In-Charge. 74 Supplying, Lowering And Fixing Into Bore Hole Mserw Black Medium Gradecolumn Pipe With Threaded And Socket Jointed, 100 Mm Nominal Bore, 06 Mm Wall Thickness, As Per Is 4270 / 3589 Including Welding / Threading Of Sockets Both Ends Complete All As Specified And As Directed.By Engr -In-Charge. 75 Supplying, Installation, Commissioning And Testing 3 Phase Submersible Pump 415 Volts Ac 50Hz, 1500-2100 Lpm, 88-36 Mtr Head And Discharge Suitabledia For Column Pipe Of Bore Well Complete All As Specified And As Directed.By Engr -In-Charge. Note:- ( A ) Depth Of Lowering Of Pump Shall Be As Recommended After Yield Test For Safe Yield And Cgwb Report Recommendations ( B ) The Pump Capacity If Discharge 1500 Lpm Then Head Required 88 Mtr , If 2100 Lpm Discharge Required 36 Mtr 76 Supply And Fixingsubmersible Cable 3 Core Flat Of Size 35 Sqmm With Multi Stranded Copper Conductor Cable Comnplete All As Specifed And As Directed By Eng-In-Charge. 77 Supply And Fixing Galvanised Steel Tubes, 50 Mm Light Gra De For Cable Protection All As Specified And Directed. For Crossing Of Roads Comnplete All As Specifed And As Directed By Eng-In-Charge. 78 S&F Ms Bail Plug 300Mm Dia, Fixed And Welded, Comnplete All As Specifed And As Directed By Eng-In-Charge. 79 S&F Ms Well Cap Suitable For 300 Mm Dia Casing Pipe With 4 Nos 18 Mm Dia Nuts , Bolts And Washers 7 Ms Clamp Fabricated From Flat Iron 100 X 16 Mm Thick Duly Drilled Holes Of Suitable Size Including Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Comnplete All As Specifed And As Directed By Eng-In-Charge. 80 Supply And Fixing Sluice Valve Of Size 100 Mm Dia, Connecting & Testing Both Ends Flanged And Drilled Cast Iron Body Class Pn-1.6 Confirming To Is- 14846 / 2000 Complete With Brass Metal Spindle Including Necessary Nut Bolt Etc For The Following Sizes Comnplete All As Specifed And As Directed By Eng-In-Charge. ( Column Pipe-01, Delivery-02 81 Supply And Fixci Body Nrv Valveconforming To Isof Size 100 Dia Complete With Nuts, Bolts, Rubber Gaskets Etc Including , Isi Marked , Including Jointing Material Such As Rubber Gasket, Bolts, Nuts, Etc Suitable For Size All As Specified And As Directed By Eng-In-Chargekalpana / Upadhyay / Kirlosker All As Specified. ( Well-01, Delivery-01 82 M&L For Brick Masonary Valve Pit ( Type B ) Of Size 1.2 X1.2X 1.2 Cm Cm ( Internal Of Chember ) Depth Of Chember To Be Reckoned From The Top Of Pcc In Foundation To Top The Ms Cover As 1.5 Mtr And Including Ms Sheet Cover Fabricated From 3 Mm Thick Ms Sheet And Frame Of Angle Iron 40 Mm X 40 Mm 6 Mm With Fixing Arrangement , Hinges And Locking Arrangement And Painting Two Coat Of Synethetic Enamel Paint Over A Coat Of Red Oxide Primer On Ms Cover And Frame , Inlcuding Necessary Excavation And Earth Work In Any Type Of Soil , Returning , Filling In Approved Soil Disposal Of Surplus Soil To A Distance Not Exc.50 Mtr , 150 Mm Thick Pcc ( 1:4:8 ) Type D-2 Using 40 Mm Graded Stone Aggregate As In Foundation , Brick Work In Cement Motor ( 1:6 ) 15 Mm Thick Plastering In Cement Mortoar ( 1:4 ) ( Both Internally And Externally ) 100 Mm Thick Pcc ( 1:2:4 ) Type B1 Using 20 Mm Graded Stone Aggregate As In Flooring Complete All As Directed. 83 Supply And Lay Pipe Ductile Iron , S / S Including All Fittings Such As Tee, Elbow, Bend , Socket, Reducer Socket Totanioc Joint, Mechanical Joint, And Accessoroes Epoxy Coated ( Heavy Duty ) Specials, Class “K-7” , 100 Mm ( 4” ) Diaborewell To Raw Water Sump / Level Tank / Drain As Requiredall As Specifed And As Directed By Eng-In-Charge. 84 Supply And Prepare Sample Strata Box For Laying Of Strata Obtained From Bore Well Comnplete All As Specifed And As Directed By Eng-In-Charge. 85 Supply And Fix Ci Fittingsflanged End Up To 150 Mm Dia Bore Such As Bends ( Any Type Radious And Angle ) Tapers Any Type , ( Straight, Bens Increasing, Decreasing Or Double Socket Etc ) Tee Places Single Branch , Y Junction , Double Branch , Cross ( All Sockets Or Socket And Spigot ) Collars Caps And Plugs, Mechanicla Joints Suitable For 150 / 80 / 100 Mm Pipe Comnplete All As Specifed And As Directed By Eng-In-Charge. Note The Cost Shall Be Included For Nut Bolt Any Size And Length Rquire To Fix , Joint Of Ms Pipe And Joint , Elbow , Tee, , Bend , Flanged End 86 Supply And Fix Ms Clamp Of Size 50 Mm X 6 Mm And 02 Foot Longfor Holding Of 100 Mm Ms Column Pipedia Pipe. Comnplete All As Specifed And As Directed By Eng-In-Charge. 87 Supply And Fix Chain Pulley Block 02 Ton Including 8 Mtr Long Chain Comnplete All As Specifed And As Directed By Eng-In-Charge. 88 Excavation In Trenches Not Exc. 1.5Mtr Wide And Not Exe 1.5 Mtr In Depth Forlaying Gi Pipes Etc. And Getting Out In Soft / Loose Soil Comnplete All As Specifed And As Directed By Eng-In-Charge. 89 Excavation In Trenchesexc. 1.5Mtr Wide And Exc 1.5 Mtr In Depth Forfoundation Poles Etc. And Getting Out In Soft / Loose Soil Comnplete All As Specifed And As Directed By Eng-In-Charge. 90 Returning Filling In Soil From Excavation Including Spreading, Leveling, Watering And Well Ramming In Layers N.Exe. 25 Cm Thick Comnplete All As Specifed And As Directed By Eng-In-Charge. 91 Removing Excavated ( Surplus Soil ) To A Distance Not Exc. 50 M And Depositing Where Directed At A Level Not Exc. 1.5M Above The Starting Point Comnplete All As Specifed And As Directed By Eng-In-Charge.. 92 M&Lfor Sand Cushioning To Under Ground Cable Providing With A Layer Of ( 05 Cm Thick Before Laying Of Cable And 18 Cm After Laying Of Cable ) In Trnches Comnplete All As Specifed And As Directed By Eng-In-Charge. 93 Supply And Laying Brick Protection Cable Cover Using Sub Class B Bricks Laid Flat Adjacent To Each Other Across The Length Of Cable Laid Dry Complete All As Specified And Directed By Engr-In-Charge 94 Supply And Fix Tripod 80Mm Dia Medium Grade Gi Pipe With Three Legs Of 6 Mtr Including Necessary Provision For Hanging Of Pully Given In Sch And Cutting, Welding And Fixing It At Site For Smooth Operation Of Submersible Pump And Meter Etc Complete All As Directed. 95 M&L For Lt Panel Electrical Board Floor Mounted Cubical Type, Out Door Double Door Type Dust Proof Aesthetically Designed, Factory Made, Fabricated Out Of Ms Angle 40Mm X 40Mm X 5 Mm And 3Mm Thick Ms Sheet Including Bus Bar Chamber And Aluminium Bus Bar, 3 Phase And Neutral, 260 Amps, Danger Notice Board, Also Including Ms Angle Iron Base Frame Of Size 40 X40 X 6Mm, 0.30M Above Ground Level And 0.30M Grouted In Ground / Floor All Including Necessaryin Pcc Foundation In 1:3:6 Type C2 Complete With Locking Arrangement, Painting With Two Coats Of Synthetic Enable Paint Over A Cost Of Red Oxide Primer Connecting Incoming And Outgoing Cable Connections With Suitable Lugs Nut Bolts Washers And Cable Glands Prewired Complete Suitable Size Pvc Insulated Fire Retardant Copper Conductor Complete As Directed And Shall Consists Of The Following ( For Submersible Pump ) 01 Nos Items:- ( A ) Mccb 4Pole125 Amps C Series- 01 No ( Incoming ) . ( B ) Mccb 4 Pole 415 V 100 A ( 25 Ka ) -01 No ( Adjustable Type ) . ( C ) Mcb 4 P 415 Volt 10 Amps-02 Nos. ( D ) Indicator Lamps Ryb - 03 Nos. ( E ) Volt Meter 0 - 500 Volt With Selector Switch- 01 No ( F ) Ammeter Ct Operated 1 - 30 Amp With Selector Switch -01 Nos ( G ) Indicator Ryb - 1 Set ( H ) Aluminium Bus Bar, 260 Amps Rating, 3 Nos For Phases And One No For Newtral Of Half Capacity - 01 Set ( I ) Seprate Enclosure For Each Submersible Pump Controller Fully Automatic Star Delta Starter Heavy Duty4 Pole Contactor Type Tc1-Dx, Overload Relay Type Lr3d / Lr1d, Auto Start Switch , 03 Position Selectior Switch For Spp Auto / Spp Manual , Dual Analog Va Meter , Hour Meter ( To Monitor Spcu Power On Hours ) Ryb Ledindication , Motor On & Trip Led , Tp ÇCurve Mcb For Short Circuit Protectionmodel No Be3spssd803nw359 C&S, L&T / Bharat Bijli.Amp Range 57-66 Complete With Contactors, Over Load Relay, Timer Etccomnplete All As Specifed And As Directed By Eng-In-Charge. 96 M & L For Earthing Complete With Galvanised Steel Steel Earth Plate Electrode 600X600x6mm Thick Burried Directly In Ground ( Earth Pit Not Less Than 2.25 Mtrs Deep Below Nominal Ground Level ) With Top Edge Of The Plate Not Less Than 1.5 Mtrs Below Nominal Ground Level Connected To Galvanised Strip 25X3 Mm By Means Of Bolts, Nuts, Check Nuts And Washers Of Gi All As Shown In Electrical Plate No 3 Of Ssr Part I Connected To Earthing Test Point And Testing On Completion. All As Specified And As Directed. Note:- The Cast Of Excavation And Earth Work Pcc Pit And Pcc Cover With Handle, Funnel & Watering Pipe, Wiremesh, Charcoal Dust And Common Salt And Earth Strip Up To 7.5 Mtrs Long Shall Be Deemed Included In The Unit Rate For Earthing Comnplete All As Specifed And As Directed By Eng-In-Charge. 97 Supply And Fix Steel Tubular Swaged Poles Type 410 Sp-22 ( 9Meter Long ) Complet With Ci Base Plate And Finial Including , Foundation & Coping 9 Mtr Long, Complete All As Specified And As Directed By Engineer In Charge. 98 Supply And Fixing Led Street Light Fitting 120 Watt 230 V Ac Outdoor Type With High Pressure Diecast Aluminum Hosing And Heat Resistantcomplete With Driver, Lamp Bracket With Impactand Corrosion Resistant Including Thermalmanagement In Multiple Optics Comnplete All As Specifed And As Directed By Eng-In-Charge.Withip 65 / 66 Protection Complete. 99 Supply And Laying , Lt Ug Xlpe Insulated 1100 Volt Grade Heavy Duty Electric Cables With Aluminium Conductor , Cross Sectional Area 70 Sqmm 3.5 Corecomnplete All As Specifed And As Directed By Eng-In-Charge. ( From Panel To Borewell Panel ) 100 Supply And Fix 2 Core 1.5 Sqmm Pvc Insulated Weather Proof Multistranded Copper Conductor Cable 1100 Volts Grade Drawn Through In Gi Conduit , Pole Etc With Ms Clampsfrom Junction Box To Street Light Fitting All As Comnplete All As Specifed And As Directed By Eng-In-Charge. 101 Supply And Fix Thermoplastic Cable Junction Boxes Ip 55 / Ip 65 With Metric Knockout For Cable Entry With Terminal Of Size 200X160x98 Mm On Pole With Ms Clamps, Nut Bolts, Washers And Glands Suitable For 16 Sq Mm 04 Core Cable Andcomnplete All As Specifed And As Directed By Eng-In-Charge.. Make Hansel Cat No K 9255 Or Equivalent In Neptune. 102 Material And Labour For Pcc 1:3:6, Type C-1, Using 20Mm Graded Stone Aggregate For Road Cutting / Making Copingaround Borewell / Poles For Transformer Where Required And Fair Finishing To Exposed Surfaces Without Using Extra Cement Including Necessary Form Work Comnplete All As Specifed And As Directed By Eng-In-Charge. 103 Material And Labour For Cutting Of Road, Pavement, Hard Standing By Using Cutting Machine And Making Good Using Cement Concrete 1:2:4 And Laying Of 100Mmnote Complete All As Specified And As Directed.Note: Pipe Shall Be Measured And Paid Separately. 104 Material And Labour For Pcc 1:3:6, Type C-1, Using 4 0Mm Graded Stone Aggregate For Road Cutting / Making Copingaround Borewell / Poles For Transformer Where Required And Fair Finishing To Exposed Surfaces Without Using Extra Cement Including Necessary Form Work Comnplete All As Specifed And As Directed By Eng-In-Charge. 105 Note:-Same Bore Well Items Required At Two Different Locations. If Lowest Bidder Quoted Different Rate At Two Different Location For The Similar / Same Items Lowest Rate Quoted Shall Be Considered For Acceptance.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	03-Feb-2024	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	10-02-2024

INR 500 /-

INR 82618.0 /-

Refer document

NAME OFWORK : PROVN OF TUBE WELL AND AUGMENTATION OF WATER SUPPLY AT AF STN BHISIANA

Sl. No.	Item Description
1	BORE WELL NO-01
2	Drilling of trial bore in any type of Soil/Rock perfectly vertical 200mm dia bore hole by DTH machine or percussion /rotary rig method or any other approved method including formation of sample collection, and discharge of water, shifting transportation of material and equpment and preparation on etc complete all as specified and as directed for following depth:- Note : The drilling machine have reqired minimum pressure of 240 PSI) comnplete all as specifed and as directed by Eng-In-Charge.
3	(a) Up to 20 Mtr
4	(b) 21 Mtr to 40 Mtr
5	(b) 41 Mtr to 60 Mtr
6	(c) 61 Mtr to 80 Mtr
7	(d) 81 Mtr to 100 Mtr
8	M&L for drilling with DTH machine or percussion/ direct rotary or reverse rotary rig bore hole at the site from ground level to the 220 mtr depth, suitable size for 350 mm bore casing pipes with a provision of space for filling pea gravel 3 to 5 mm size, Pea gravel should be shrouded with minimum 5" annular space between tube-well and reamed wall all round the housing pipes and construction of PCC platform, complete all as specified and directed for the following :- Note:- (a) Lowering, PCC, Pea gravel shall be measured under relevant items ofsch "A". (b) The Drilling machine have reqired minimum pressure of 240 PSI) all as specifed and as directed by Eng-In-Charge.
9	(a) Drill bore of 350 mm dia up to 50 mtr below ground level in any kind of strata including hard stone /boulder rock, etc complete all as specifed and as directed by Eng-In-Charge.
10	(b) Drill bore of 350 mm dia from depth exceeding50 mtr below ground level up to depth of 100 mtrin any kind of strata including hard stone /boulder etc. complete all as specifed and as directed by Eng-In-Charge.
11	(c) Drill bore of 350 mm dia from depth exceeding100 mtr below ground level up to depth of 150 mtrin any kind of strata including hard stone /boulder etc. Note - (i) Depending upon availability of water, strata drilling beyond 150 mtr shall be carried out on written directions from GE . (ii) Depth shall be extended more then 150 mtr if required for a minimum yield of 1500 to 2000 LPM draw down and extra depth will be done by as per direction of accepting officer.all as specifed and as directed by Eng-In-Charge.
12	M&L for lethal testing of the bore by using computerized composite lithalog machine and ascertaining the position of slotted & plain casing pipecomplete all as specified and as directed.by Engr -in-charge
13	Material & Laying for conducting electrical resistivity test as per IS-1892-1979& IS 3043-1987 including necessary tools and plants complete all as specified and as directed by Engr -in-charge
14	Supplying, lowering and fixing into bore hole MS housing pipes ERW heavy grade threaded and socket jointed, 300 mm nominal bore, 8 mm wall thickness, both ends plain as per IS 4270/ 3589 including welding/ threading of sockets both ends complete all as specified and as directed.by Engr -in-charge.
15	Supplying, lowering and fixing into bore hole MS housing slotted pipes ERW heavy grade threaded and socket jointed, 300 mm nominal bore, 8 mm wall thickness, both ends plain as per IS 4270/ 3589 including welding of sockets both ends complete all as specified and as directed.by Engr -in-charge
16	Supplying and packing pea gravel of size 3 mm to 5mm size, pea gravel should be shrouded with minimum 5"" annular space between tube-well and reamed wall round size packed to required thickness all around the housing pipes to depth and length as required, complete all as specified and as directed.by Engr -in-charge. NOTE: (a) The Contractor shal arrange of 01mtr x 01 mtr x 01 mtr iron frame (measuring unit) and show the measurement at site to Rep of GE for filling ofall Pea gravel in to the side of borewell by manually.
17	M&L for development of bore well by means of DTH machine followed by high capacity compressor to its optimum yield till clear water of potable quality free from sand/silt is obtained including draw down performance complete all as specified and as directed by Engr -in-charge.
18	M&L for subsequent development of bore well by submersible pump set of suitable capacity till clear water of potable quantity free from sand / silt is obtained complete all as specified and directed. Note :- (a) Pump set equipped for testing yield shall be used and submersible pump including submersible cable, column pipe and other accessories shall be arranged by the contractor with out any extra cost complete all as specified and as directed by Engr -in-charge
19	M&L for Carrying Chemical / Bacteriological analysis and potability test of water obtained from bore well from Govt approved lab or department of Atomic Energy, Board of Radiation & Isotope Technology, BARC/BRIT, Vashi Complex, Sector 20 ,Navi Mumbai 400703/ oras approved by GE Micro Engineering and testing lab and submitting the report in duplicate to Engr-in-charge, complete all as specified and as directed.by Engr -in-charge. The results of following parameters and unit given below. (a) Arsenic (as As) mg/l (b) Cadmium (as hexavalent Cd) mg/l (c) Chromium (as Cr) mg/l (d) Cyanides (as CN) mg/l (e) Lead (as Pb) mg/l (f) Selenium (as Se) mg/l (g) Mercury (as Hg) mg/l (h) Polynuclear aromatic hydrocarbons (PAH) ug/l (j) Pesticides (as total) mg/l (k) Silver (as Ag) mg/l (l) Nickle (as Ni) mg/l (m) Ammonia (NH3) mg/l (n) Barium (as Ba) mg/l (o) Boron (as B) mg/l (p) E Coil/100 ml (q) Total Coliform Bacteria/100 ml (r) Gross Alpha content (s) Gross Beta Content.
20	Srl Item No 11.00 (Continue) (t) Turbidity (u) Colour (v) Ph (w) Total Dissolved Solids (TDS) (x) Total Hardness (as CaCo3) (y) Chloride (as Cl) (z) Sulphate (as So4) (aa) Fluorides (as f) (ab) NItrates (As NO3) (ac) Calcium (as Ca) (ad) Magnesium (as Mg) (ae) Iron (af) Copper (As Cu) (ag) Aluminium (as Al) (ah) Alkalinity (ai) Zinc (as Zn) (aj) Phenolic Compounds (as MBAS) (ak) Mineral Oil (al) Residual Free Chlorine (mg/l) (am) Taste (an) Odour. (ao) Anionic Detergents as MBAS (Mg/l)
21	M&L for yield test of bore well by continuous pumping for 16 hours spell to determine safe pumping yield ("V" Notch method) complete all as specified and as directed.by Engr -in-charge
22	Supplying, lowering and fixing into bore hole MSERW Black medium gradecolumn pipe with threaded and socket jointed, 100 mm nominal bore,06 mm wall thickness,as per IS 4270/ 3589 including welding/ threading of sockets both ends complete all as specified and as directed.by Engr -in-charge.
23	Supplying, installation, commissioning and testing 3 phase Submersible pump 415 Volts AC 50Hz, 1500-2100 LPM, 88-36 mtr head and discharge suitabledia for column pipe of bore well complete all as specified and as directed.by Engr -in-charge. Note:- (a) Depth of lowering of pump shall be as recommended after yield test for safe yield and CGWB report recommendations (b) The pump capacity if discharge 1500 LPM then Head required 88 Mtr , If Discharge 2100 LPM then headrequired 36 mtr.
24	Supply and fixingsubmersible cable 3 core flat of size 35 sqmm with multi stranded copper conductor cablecomnplete all as specifed and as directed by Eng-In-Charge.
25	Supply and fixing galvanised steel tubes, 50 mm light grade for cable protection for crossing of roads complete all as specifed and as directed by Eng-In-Charge.
26	S&F Mild Steel bail plug 300mm dia, fixed and welded, complete all as specifed and as directed by Eng-In-Charge.
27	S&F Mild Steel well cap suitable for 300 mm dia casing pipe with 4 Nos 18 mm dia nuts , bolts and washers 7 MS clamp fabricated from flat iron 100 x 16 mm thick duly drilled holes of suitable size including painting with two coats of synthetic enamel paint over a coat of red oxide primer comnplete all as specifed and as directed by Eng-In-Charge.
28	Supply and fixing sluice valve of size 100 mm dia, connecting & testing both ends flanged and drilled cast iron body class PN-1.6 confirming to IS- 14846/2000 complete with brass metal spindle including necessary nut bolt etc for the following sizes comnplete all as specifed and as directed by Eng-In-Charge. (Column PIpe-01, Delivery-02)
29	Supply and fixCI body NRV valveconforming to ISof size 100 dia complete with nuts,bolts,rubber gaskets etc including ,ISI marked ,including jointing material such as rubber gasket,bolts,nuts,etc suitable for size complete all as specified and as directed by Eng-in-Charge. (Well-01, Delivery-01)
30	M&L for brick masonary valve pit (type B) of size 1.2 x1.2x 1.2 cm cm (internal of chember ) depth of chember to be reckoned from the top of PCC in foundation to top the MS cover as 1.5 mtr and including MS sheet cover fabricated from 3 mm thick MS sheet and frame of angle iron 40 mm x 40 mm 6 mm with fixing arrangement , hinges and locking arrangement and painting two coat of synethetic enamel paint over a coat of red oxide primer on MS cover and frame , inlcuding necessary excavation and earth work in any type of soil , returning , filling in approved soil disposal of surplus soil to a distance not exc.50 mtr , 150 mm thick PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation , brick work in cement motor (1:6) 15 mm thick plastering in cement mortoar (1:4) (both internally and externally) 100 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in flooring complete all as specified and directed by Engineer in Charge.
31	Supply and lay pipe ductile Iron , S/S including all fittings such as TEE, Elbow, Bend , Socket, Totanioc Joint, Mechanical Joint, and accessoroes epoxy coated (heavy duty) specials, Class “K-7” ,100 mm (4”) diaBorewell to Raw water sump/Level Tank/Dtain as reqiredcomplete all as specifed and as directed by Eng-In-Charge.
32	Supply and prepare sample strata box for laying of strata obtained from bore well complete all as specifed and as directed by Eng-In-Charge.
33	Supply and fix CI fittingsflanged end up to 150 mm dia bore such as Bends (any type radious and angle ) tapers any type , (straight, bens increasing, decreasing or double socket etc) Tee places single branch , "Y" junction , double branch , cross (all sockets or socket and spigot ) collars caps and plugs, mechanicla joints suitable for 150 /80/100 mm pipe comnplete all as specifed and as directed by Eng-In-Charge. Note: The cost shall be included for nut bolt any size and length rquire to fix , joint of MS pipe and joint , elbow , Tee, , Bend , Flanged end and other accessories.
34	Supply and fix MS clamp of size 50 mm x 6 mm and 02 foot longfor holding of 100 mm MScolumn pipe of dia complete all as specifed and as directed by Eng-In-Charge..
35	Supply and fix chain pulley block 02 ton including 8 mtr long chain complete all as specified and directed by Engineer in Charge.
36	Excavation in trenches not exc. 1.5mtr wide and not exe 1.5 mtr in depth forlaying GI pipes etc. and getting out in soft/loose soil comnplete all as specifed and as directed by Eng-In-Charge.
37	Excavation in trenchesexc. 1.5mtr wide and exc 1.5 mtr in depth forpole foundation etc. and getting out in soft/loose soilcomnplete all as specifed and as directed by Eng-In-Charge.
38	Returning filling in soil from excavation including spreading, leveling, watering and well ramming in layers n.exe. 25 cm thickcomnplete all as specifed and as directed by Eng-In-Charge.
39	Removing excavated (surplus soil) to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and as directed by Engineer in Charge.
40	M&Lfor sand cushioning to under ground cable providing with a layer of (05 cm thick before laying of cable and 18 cm thick after laying of cable) in trenches complete all as specified and directed by Engr-in-Charge
41	Supply and laying brick protection cable cover using sub class "B" bricks laid flat adjacent to each other across the length of cable laid dry complete all as specified and as directed by Engr-in-Charge.
42	Supply and fix tripod 80mm dia medium grade GI pipe with three legs of 6 mtr including necessary provision for hanging of pully given in sch and cutting, welding and fixing it at site for smooth operation of submersible pump and motor etc complete all as specified and directed by Engineer in Charge.
43	Material and labour electirc control panel (CPRI approved) for pumping sets, cubical type, for out door use, floor mounted, factory fobricated, dust, weather & vermin proof, powder coated, CPRI approved made out of CRCA sheet of 3.0 mm thick and angle iron legs of size 50 mm x 50mm x 5mm with front openable with locking arrangements, shutters for each MCCB/starters having hinges on one side and locating knobs press type on other side and rear openable door complete with fully enclosed bus bar chamber, having insulated bus bar made out of aluminium strips of rating 320 amps for 3 phase, 415 volts, 50 C/S 4 wire system, with cable entry provision completeall as specified and including suitable pcc work as per recommended by manufacturer equipped with the following items:-Note : The cost of PCC foundation shall be deemed to be included in this item rate. LOC Cmd pump house. INCOMINGS (a) MCCB 4 POLE 415 V 200 A (25 KA) -01 No (adjustable type). OUTGOINGS. (a) MCCB 4 POLE 415 V 125 A 25 KA) -02 No (adjustable type). Each Borewell out going. (b) MCB SP 10 Amp240 V -02 No. (c) Digital type Ammeter including CTs and selector switch - 1 Nos. (d) Digital type Voltmeter and selector switches 0 . 500 - 1 No (e) Indicator RYB - 1 Set. (f) Aluminium bus bar, 270 Amps rating, 3 Nos for phases and one No for newtral of half capacity - 01 Set
44	M&L for LT Panel electrical board floor mounted cubical type, out door double door type dust proof aesthetically designed, factory made, fabricated out of MS angle 40mm x 40mm x 5 mm and CPRI approved made out of CRCA sheet of 3.0 mm thickincluding bus bar chamber and aluminium bus bar, 3 phase and neutral, 250 Amps, danger notice board, also including MS angle iron base frame of size 40 x40 x 6mm, 0.30m above ground level and 0.30m grouted in ground/floor all including necessaryin PCC foundation in 1:3:6 type C2 complete with locking arrangement, painting with two coats of synthetic enable paint over a cost of red oxide primer connecting incoming and outgoing cable connections with suitable lugs nut bolts washers and cable glands prewired complete suitable size PVC insulated fire retardant copper conductor complete as directed and shall consists of the following (For Submersible Pump) 01 Nos items:- (a) MCCB 4pole125 Amps C Series- 01 No (Incoming). (b) MCCB 4 POLE 415 V 100 A (25 KA) -01 No (adjustable type). (c) Mcb 4 P 415 volt 10 Amps-02 NOs. (d) Indicator lamps RYB - 03 Nos. (e) Volt meter 0 - 500 Volt with selector switch- 01 No (f) Ammeter CT operated 1 - 30 Amp with selector switch -01 Nos
45	M & L for Earthing complete with galvanised steel steel earth plate electrode 600x600x6mm thick burried directly in ground (earth pit not less than 2.25 mtrs deep below nominal ground level) with top edge of the plate not less than 1.5 mtrs below nominal ground level connected to galvanised strip 25x3 mm by means of bolts, nuts, check nuts and washers of GI all as shown in electrical plate No 3 of SSR Part I connected to earthing test point and testing on completion. all as specified and as directed. Note:- the cast of excavation and earth work PCC pit and PCC cover with handle, funnel & watering pipe, wiremesh,charcoal dust and common salt and earth strip up to 7.5 mtrs long shall be deemed included in the unit rate for earthing comnplete all as specifed and as directed by Eng-In-Charge.
46	Supply and fix steel tubular swaged poles type 410 SP-22 (9meter long) complet with CI base plate and finial including , foundation & coping 9 mtr long comnplete all as specifed and as directed by Eng-In-Charge.
47	Supply and fixing LED street light fitting 120 Watt 230 V AC outdoor type with high pressure diecast aluminum hosing and heat resistantcomplete with driver, lamp bracket with impactand corrosion resistant including thermalmanagement in multiple optics complete withIP 65/66 protection comnplete all as specifed and as directed by Eng-In-Charge.
48	Supply and Laying , LT UG XLPE insulated 1100 volt grade heavy duty electric cables with aluminium conductor , cross sectional area 70 sqmm 3.5 core comnplete all as specifed and as directed by Eng-In-Charge. (From panel to Borewell panel)
49	Supply and fix 2 core 1.5 sqmm PVC insulated weather proof multistranded copper conductor cable 1100 volts grade drawn through in GI conduit , pole etc with MS clampsfrom junction box to street light fitting comnplete all as specifed and as directed by Eng-In-Charge.
50	Supply and fix thermoplastic cable junction boxes IP 55/IP 65 with metric knockout for cable entry with terminal of size 200x160x98 mm on pole with MS clamps, nut bolts, washers and glands suitable for 16 sq mm 04 core cable comnplete all as specifed and as directed by Eng-In-Charge.Make Hansel Cat No K 9255 or Similar Model in Neptune.
51	Material and labour for PCC 1:3:6, type C-1, using 20mm graded stone aggregate for road cutting / making copingaround borewell/poles / Poles for transformer where required and fair finishing to exposed surfaces without using extra cement including necessary form work complete all as specified and directed by Engineer in Charge.
52	Material and labour for PCC 1:4:8 D-2, using 40mm graded stone aggregate for road cutting / making foundation pole andborewellor where required and fair finishing to exposed surfaces without using extra cement including necessary form work comnplete all as specifed and as directed by Eng-In-Charge.
53	BORE WELL NO-02
54	Drilling of trial bore in any type of soil/rock perfectly vertical 200mm dia bore hole by DTH machineor percussion/rotary rig method or any other approved method including formation of sample collection, and discharge of water, shifting transportation of material and equpment and preparation on etc complete all as specified and as directed for following depth:-(100 mtr Depth X 02Trial Bore) Note : The drilling machine have reqired minimum pressure of 240 PSI) comnplete all as specifed and as directed by Eng-In-Charge.
55	(a) Up to 20 Mtr
56	(b) 21 Mtr to 40 Mtr
57	(b) 41 Mtr to 60 Mtr
58	(c) 61 Mtr to 80 Mtr
59	(d) 81 Mtr to 100 Mtr
60	M&L for drilling with DTH machineorpercussion/ direct rotary or reverse rotary rig bore hole at the site from ground level to the 220 mtr depth, suitable size for 300 mm bore casing pipes with a provision of space for filling pea gravel 3 to 5 mm size, Pea gravel should be shrouded with minimum 5" annular space between tube-well and reamed wall all round the housing pipes and construction of PCC platform, complete all as specified and directed for the following :- Note:- (a) Lowering, PCC, Pea gravel shall be measured under relevant items of sch "A". (b) The drilling machine shall have required minimum pressure of 240 PSI
61	(a) Drill bore of 350 mm dia up to 50 mtr below ground level in any kind of strata including hard stone /boulder etc.
62	(b) Drill bore of 350 mm dia from depth exceeding50 mtr below ground level up to depth of 100 mtrin any kind of strata including hard stone /boulder etc.
63	(c) Drill bore of 350 mm dia from depth exceeding100 mtr below ground level up to depth of 150 mtrin any kind of strata including hard stone /boulder etc. Note - (i) Depending upon availability of water, strata drilling beyond 150 mtr shall be carried out on written directions from GE . (ii) Depth shall be extended more then 150 mtr if required for a minimum yield of 1500 to 2000 LPM draw down and extra depth will be done by as per direction of accepting officer.
64	M&L for lethal testing of the bore by using computerized composite lithalog machine and ascertaining the position of slotted & plain casing pipecomnplete all as specifed and as directed by Eng-In-Charge.
65	Material & Laying for conducting electrical resistiveity test as per IS-1892-1979& IS 3043-1987 including necessary tools and plants comnplete all as specifed and as directed by Eng-In-Charge.
66	Supplying, lowering and fixing into bore hole MS housing pipes ERW heavy grade threaded and socket jointed, 300 mm nominal bore, 8 mm wall thickness, both ends plain as per IS 4270/ 3589 including welding of sockets both ends comnplete all as specifed and as directed by Eng-In-Charge.
67	Supplying, lowering and fixing into bore hole MS housing slotted pipes ERW heavy grade threaded and socket jointed, 300 mm nominal bore, 8 mm wall thickness, both ends plain as per IS 4270/ 3589 including welding of sockets both ends comnplete all as specifed and as directed by Eng-In-Charge..
68	Supplying and packing pea gravel of size 3 mm to 5mm size, pea gravel should be shrouded with minimum 5"" annular space between tube-well and reamed wall round size packed to required thickness all around the housing pipes to depth and length as required, complete all as specified and directed. (20 CUm X 1 Borewell)comnplete all as specifed and as directed by Eng-In-Charge. NOTE:- (a) The Contractor shal arrange of 01mtr x 01 mtr x 01 mtr iron frame (measuring unit) and show the measurement at site to Rep of GE for filling ofall Pea gravel in to the side of borewell by manually. (b) The measurement for payment shall be carried out from the Volume of gravels inside the Tube bore hole and no other claim shall be entertained.
69	M&L for development of bore well by means of DTH machine followed by high capacity compressor to its optimum yield till clear water of potable quality free from sand/silt is obtained including draw down performance comnplete all as specifed and as directed by Eng-In-Charge. Note: (a) The Contractor shall submit Log Book for DTH machine duly signed by all concerned during claiming of Payment in RAR/FB.
70	M&L for subsequent development of bore well by submersible pump set of suitable capacity till clear water of potable quantity free from sand / silt is obtained complete all as specified and directed. Note :- Pump set equipped for testing yield shall be used and submersible pump incl submersible cable, column pipe and other accessories will be arranged by the contractor with out any extra cost comnplete all as specifed and as directed by Eng-In-Charge.
71	M&L for Carrying Chemical / Bacteriological analysis and potability test of water obtained from bore well from Govt approved lab or department of Atomic Energy, Board of Radiation & Isotope Technology, BARC/BRIT, Vashi Complex, Sector 20 ,Navi Mumbai 400703/ oras approved by GE Micro Engineering and testing lab and submitting the report in duplicate to Engr-in-charge, complete all as specified and as directed.by Engr -in-charge. The results of following parameters and unit given below. (a) Arsenic (as As) mg/l (b) Cadmium (as hexavalent Cd) mg/l (c) Chromium (as Cr) mg/l (d) Cyanides (as CN) mg/l (e) Lead (as Pb) mg/l (f) Selenium (as Se) mg/l (g) Mercury (as Hg) mg/l (h) Polynuclear aromatic hydrocarbons (PAH) ug/l (j) Pesticides (as total) mg/l (k) Silver (as Ag) mg/l (l) Nickle (as Ni) mg/l (m) Ammonia (NH3) mg/l (n) Barium (as Ba) mg/l (o) Boron (as B) mg/l (p) E Coil/100 ml (q) Total Coliform Bacteria/100 ml (r) Gross Alpha content (s) Gross Beta Content.
72	(t) Turbidity (u) Colour (v) Ph (w) Total Dissolved Solids (TDS) (x) Total Hardness (as CaCo3) (y) Chloride (as Cl) (z) Sulphate (as So4) (aa) Fluorides (as f) (ab) NItrates (As NO3) (ac) Calcium (as Ca) (ad) Magnesium (as Mg) (ae) Iron (af) Copper (As Cu) (ag) Aluminium (as Al) (ah) Alkalinity (ai) Zinc (as Zn) (aj) Phenolic Compounds (as MBAS) (ak) Mineral Oil (al) Residual Free Chlorine (mg/l) (am) Taste (an) Odour. (ao) Anionic Detergents as MBAS (Mg/l)
73	M&L for yield test of bore well by continuous pumping for 16 hours spell to determine safe pumping yield ("V" Notch method) comnplete all as specifed and as directed by Eng-In-Charge.
74	Supplying, lowering and fixing into bore hole MSERW Black medium gradecolumn pipe with threaded and socket jointed, 100 mm nominal bore,06 mm wall thickness,as per IS 4270/ 3589 including welding/ threading of sockets both ends complete all as specified and as directed.by Engr -in-charge.
75	Supplying, installation, commissioning and testing 3 phase submersible pump 415 Volts AC 50Hz, 1500-2100 LPM, 88-36 mtr head and discharge suitabledia for column pipe of bore well complete all as specified and as directed.by Engr -in-charge. Note:- (a) Depth of lowering of pump shall be as recommended after yield test for safe yield and CGWB report recommendations (b) The pump capacity if discharge 1500 LPM then Head required 88 Mtr , If 2100 LPM Discharge required 36 mtr
76	Supply and fixingsubmersible cable 3 core flat of size 35 sqmm with multi stranded copper conductor cable comnplete all as specifed and as directed by Eng-In-Charge.
77	Supply and fixing galvanised steel tubes, 50 mm light gra de for cable protection all as specified and directed. For crossing of roads comnplete all as specifed and as directed by Eng-In-Charge.
78	S&F MS bail plug 300mm dia, fixed and welded, comnplete all as specifed and as directed by Eng-In-Charge.
79	S&F MS well cap suitable for 300 mm dia casing pipe with 4 Nos 18 mm dia nuts , bolts and washers 7 MS clamp fabricated from flat iron 100 x 16 mm thick duly drilled holes of suitable size including painting with two coats of synthetic enamel paint over a coat of red oxide primer comnplete all as specifed and as directed by Eng-In-Charge.
80	Supply and fixing sluice valve of size 100 mm dia, connecting & testing both ends flanged and drilled cast iron body class PN-1.6 confirming to IS- 14846/2000 complete with brass metal spindle including necessary nut bolt etc for the following sizes comnplete all as specifed and as directed by Eng-In-Charge.(Column PIpe-01, Delivery-02
81	Supply and fixCI body NRV valveconforming to ISof size 100 dia complete with nuts,bolts,rubber gaskets etc including ,ISI marked ,including jointing material such as rubber gasket,bolts,nuts,etc suitable for size all as specified and as directed by Eng-in-ChargeKalpana/Upadhyay/Kirlosker all as specified. (Well-01, Delivery-01
82	M&L for brick masonary valve pit (type B) of size 1.2 x1.2x 1.2 cm cm (internal of chember ) depth of chember to be reckoned from the top of PCC in foundation to top the MS cover as 1.5 mtr and including MS sheet cover fabricated from 3 mm thick MS sheet and frame of angle iron 40 mm x 40 mm 6 mm with fixing arrangement , hinges and locking arrangement and painting two coat of synethetic enamel paint over a coat of red oxide primer on MS cover and frame , inlcuding necessary excavation and earth work in any type of soil , returning , filling in approved soil disposal of surplus soil to a distance not exc.50 mtr , 150 mm thick PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation , brick work in cement motor (1:6) 15 mm thick plastering in cement mortoar (1:4) (both internally and externally) 100 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in flooring complete all as directed.
83	Supply and lay pipe ductile Iron , S/S including all fittings such as TEE, Elbow, Bend , Socket, Reducer socket Totanioc Joint, Mechanical Joint, and accessoroes epoxy coated (heavy duty) specials, Class “K-7” ,100 mm (4”) diaBorewell to Raw water sump/Level Tank/Drain as requiredall as specifed and as directed by Eng-In-Charge.
84	Supply and prepare sample strata box for laying of strata obtained from bore well comnplete all as specifed and as directed by Eng-In-Charge.
85	Supply and fix CI fittingsflanged end up to 150 mm dia bore such as Bends (any type radious and angle ) tapers any type , (straight, bens increasing, decreasing or double socket etc) Tee places single branch , "Y" junction , double branch , cross (all sockets or socket and spigot ) collars caps and plugs, mechanicla joints suitable for 150 /80/100 mm pipe comnplete all as specifed and as directed by Eng-In-Charge. Note The cost shall be included for nut bolt any size and length rquire to fix , joint of MS pipe and joint , elbow , Tee, , Bend , Flanged end
86	Supply and fix MS clamp of size 50 mm x 6 mm and 02 foot longfor holding of 100 mm MS column pipedia pipe. comnplete all as specifed and as directed by Eng-In-Charge.
87	Supply and fix chain pulley block 02 ton including 8 mtr long chain comnplete all as specifed and as directed by Eng-In-Charge.
88	Excavation in trenches not exc. 1.5mtr wide and not exe 1.5 mtr in depth forlaying GI pipes etc. and getting out in soft/loose soil comnplete all as specifed and as directed by Eng-In-Charge.
89	Excavation in trenchesexc. 1.5mtr wide and exc 1.5 mtr in depth forfoundation poles etc. and getting out in soft/loose soil comnplete all as specifed and as directed by Eng-In-Charge.
90	Returning filling in soil from excavation including spreading, leveling, watering and well ramming in layers n.exe. 25 cm thick comnplete all as specifed and as directed by Eng-In-Charge.
91	Removing excavated (surplus soil) to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5m above the starting point comnplete all as specifed and as directed by Eng-In-Charge..
92	M&Lfor sand cushioning to under ground cable providing with a layer of (05 cm thick before laying of cable and 18 cm after laying of cable) in trnches comnplete all as specifed and as directed by Eng-In-Charge.
93	Supply and laying brick protection cable cover using sub class "B" bricks laid flat adjacent to each other across the length of cable laid dry complete all as specified and directed by Engr-in-Charge
94	Supply and fix tripod 80mm dia medium grade GI pipe with three legs of 6 mtr including necessary provision for hanging of pully given in sch and cutting, welding and fixing it at site for smooth operation of submersible pump and meter etc complete all as directed.
95	M&L for LT Panel electrical board floor mounted cubical type, out door double door type dust proof aesthetically designed, factory made, fabricated out of MS angle 40mm x 40mm x 5 mm and 3mm thick MS sheet including bus bar chamber and aluminium bus bar, 3 phase and neutral, 260 Amps, danger notice board, also including MS angle iron base frame of size 40 x40 x 6mm, 0.30m above ground level and 0.30m grouted in ground/floor all including necessaryin PCC foundation in 1:3:6 type C2 complete with locking arrangement, painting with two coats of synthetic enable paint over a cost of red oxide primer connecting incoming and outgoing cable connections with suitable lugs nut bolts washers and cable glands prewired complete suitable size PVC insulated fire retardant copper conductor complete as directed and shall consists of the following (For Submersible Pump) 01 Nos items:- (a) MCCB 4pole125 Amps C Series- 01 No (Incoming). (b) MCCB 4 POLE 415 V 100 A (25 KA) -01 No (adjustable type). (c) Mcb 4 P 415 volt 10 Amps-02 NOs. (d) Indicator lamps RYB - 03 Nos. (e) Volt meter 0 - 500 Volt with selector switch- 01 No (f) Ammeter CT operated 1 - 30 Amp with selector switch -01 Nos (g) Indicator RYB - 1 Set (h) Aluminium bus bar, 260 Amps rating, 3 Nos for phases and one No for newtral of half capacity - 01 Set (i) Seprate enclosure for each submersible pump controller Fully automatic star delta starter heavy duty4 pole contactor type TC1-DX, overload relay type LR3D/LR1D, Auto start switch ,03 position selectior switch for SPP Auto /SPP Manual , Dual Analog VA Meter , Hour meter ( to monitor SPCU power ON Hours) RYB LEDindication , Motor ON & TRIP LED , TP Ç"curve MCB for short circuit protectionModel NO BE3SPSSD803NW359 C&S, L&T/ Bharat Bijli.Amp range 57-66 complete with contactors, over load relay, timer etccomnplete all as specifed and as directed by Eng-In-Charge.
96	M & L for earthing complete with galvanised steel steel earth plate electrode 600x600x6mm thick burried directly in ground (earth pit not less than 2.25 mtrs deep below nominal ground level) with top edge of the plate not less than 1.5 mtrs below nominal ground level connected to galvanised strip 25x3 mm by means of bolts, nuts, check nuts and washers of GI all as shown in electrical plate No 3 of SSR Part I connected to earthing test point and testing on completion. all as specified and as directed. Note:- the cast of excavation and earth work PCC pit and PCC cover with handle, funnel & watering pipe, wiremesh,charcoal dust and common salt and earth strip up to 7.5 mtrs long shall be deemed included in the unit rate for earthing comnplete all as specifed and as directed by Eng-In-Charge.
97	Supply and fix steel tubular swaged poles type 410 SP-22 (9meter long) complet with CI base plate and finial including , foundation & coping 9 mtr long, complete all as specified and as directed by Engineer in Charge.
98	Supply and fixing LED street light fitting 120 Watt 230 V AC outdoor type with high pressure diecast aluminum hosing and heat resistantcomplete with driver, lamp bracket with impactand corrosion resistant including thermalmanagement in multiple optics comnplete all as specifed and as directed by Eng-In-Charge.withIP 65/66 protection complete.
99	Supply and Laying , LT UG XLPE insulated 1100 volt grade heavy duty electric cables with aluminium conductor , cross sectional area 70 sqmm 3.5 corecomnplete all as specifed and as directed by Eng-In-Charge.(From panel to Borewell panel)
100	Supply and fix 2 core 1.5 sqmm PVC insulated weather proof multistranded copper conductor cable 1100 volts grade drawn through in GI conduit , pole etc with MS clampsfrom junction box to street light fitting all as comnplete all as specifed and as directed by Eng-In-Charge.
101	Supply and fix thermoplastic cable junction boxes IP 55/IP 65 with metric knockout for cable entry with terminal of size 200x160x98 mm on pole with MS clamps, nut bolts, washers and glands suitable for 16 sq mm 04 core cable andcomnplete all as specifed and as directed by Eng-In-Charge.. Make Hansel Cat No K 9255 or equivalent in Neptune.
102	Material and labour for PCC 1:3:6, type C-1, using 20mm graded stone aggregate for road cutting / making copingaround borewell/poles for transformer where required and fair finishing to exposed surfaces without using extra cement including necessary form work comnplete all as specifed and as directed by Eng-In-Charge.
103	Material and labour for cutting of road, pavement, hard standing by using cutting machine and making good using cement concrete 1:2:4 and laying of 100mmNote complete all as specified and as directed. Note: Pipe shall be measured and paid separately.
104	Material and labour for PCC 1:3:6, type C-1, using 4\0mm graded stone aggregate for road cutting / making copingaround borewell/poles for transformer where required and fair finishing to exposed surfaces without using extra cement including necessary form work comnplete all as specifed and as directed by Eng-In-Charge.
105	NOTE:- Same Bore well items required at two different locations. If Lowest bidder quoted different rate at two different location for the similar/same items lowest rate quoted shall be considered for acceptance.