Jal Jeevan Mission" ( Jjm ) Scheme At Dui Garia Para Underat Hezamara R.D. Block, West Tripura / Sh:-Construction Of 20, 000 Gallon Capacity Rcc Underground Reserviorand 4 ( Four ) Nos. Sbdtw Scheme Attached To Rcc Underground Reservior A

Tender Notice

27537906
Jal Jeevan Mission" ( Jjm ) Scheme At Dui Garia Para Underat Hezamara R.D. Block, West Tripura / Sh:-Construction Of 20, 000 Gallon Capacity Rcc Underground Reserviorand 4 ( Four ) Nos. Sbdtw Scheme Attached To Rcc Underground Reservior A
Indian
Tripura
30-03-2021
20-04-2021
20-04-2021

Tender Details

Jal Jeevan Mission" ( Jjm ) Scheme At Dui Garia Para Underat Hezamara R.D. Block, West Tripura / Sh:-Construction Of 20, 000 Gallon Capacity Rcc Underground Reserviorand 4 ( Four ) Nos. Sbdtw Scheme Attached To Rcc Underground Reservior At Dui Garia Para ( Shankhola V.C. ) In / C Pipe Line Extension, Providing Domestic Connection, Supplying & Installation Of5000 Gph Capacity Submersible Pump Motor Set, Providing Electrical Equipments ( Internal ) Etc. Under Dws Sub-Division, Hezamara During The Year 2020-21".- Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30Cm In Depth, 1.5M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Upto 50M And Lift Upto 1.5M, Disposed Earth To Be Levelled And Neatly Dressed. 2 A ) All Kinds Of Soil 3 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 4 A ) All Kinds Of Soil 5 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cmin Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 6 A ) All Kinds Of Soil 7 Supplying And Filling In Plinth, Under Floor, Foundations Etc. With Sand ( Fine ) From Local Quarry With All Lifts Including Spreading In Horizontal Layers, Watering, Grading To Required Slope, Ramming, Consolidating And Compacting Each Layer By Using Plate Compactor Or By Any Suitable Method Complete. 8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering.A ) All Work Upto Plinth Livel 9 I ) 1:2:4 ( 1 Cement: 2 Fine Sand : 4 Graded Brick Aggregate 40 Mm Nominal Size ) Cum Well Burnt 10 Ii ) 1 : 3 : 6 ( 1 Cement : 3 Fine Sand : 6 Graded Well Burnt Brickaggregate Of 40 Mm Nominal Size ) 11 Iii ) 1 : 4 : 8 ( 1 Cement : 4 Fine Sand : 8 Graded Well Burnt Brickaggregate Of 40 Mm Nominal Size ) 12 Centering Shuttering Including Struttings, Proppingetc. And Removal Of Form Work For: 13 I ) Foundations, Footings, Bases For Columns 14 Ii ) Columns, Piers, Abutments, Pillaras, Posts And Struts 15 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement.-All Work Upto Plinth Level: 16 1:1½:3 ( 1 Cement: 1½ Fine Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 17 Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And Skirting Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Upto Floor Five Level Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement- 18 1:1½:3 ( 1 Cement: 1½ Fine Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 19 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Floor Five Level Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement 20 1:1½:3 ( 1 Cement: 1½ Fine Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 21 Centering Shuttering Including Struttings, Propping Etc. And Removal Of Form Work For: 22 I ) Foundations, Footings, Bases For Columns Etc. For Mass Concrete With Timber Plank 23 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. Using Shuttering Ply 24 Suspended Floors, Roofs, Landings, Balconies And Access Platform With Timber Planks 25 Ii ) Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Wooden Plank 26 Iii ) Columns, Pillars, Piers, Abutments, Posts And Struts With Wooden Plank 27 Iv ) Weather Shade, Chajjas, Corbels Etc., Including Edges. 28 Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. 29 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 30 First Class Brick Work In Foundation And Plinth Including Cost Of All Materials As Required Complete: 31 I ) In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 32 First Class Brick Work In Superstructure Above Plinth Level & Upto Floor-Five Level Including Cost Of All Materials As Required Complete:- 33 I ) In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 34 Extra For Brick Work In Triangular, Square And Rectangular Pillars Including Cost Of All Materials As Required Complete. 35 Half Brick Masonry Work With First Class Bricks In Foundation And Plinth Including Cost Of All Materials As Required Complete:- 36 I ) In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 37 Half Brick Masonry Work With First Class Bricks In Superstructure Upto Floor Five Level Including Cost Of All Materials As Required Complete:- 38 I ) In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 39 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. All Complete. 40 I ) Fixed To Steel Windows By Welding. 41 Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, & With Cleats With Bolts & Nuts, Rivets, Locking Arrangement, Handles, Hooks & Eyes, Pinlets Including Embedding In Cement Concrete Of Required Grade For Fixing In Position, All Necessary Fittings, Including Applying A Priming Coat Of Approved Steel Primer Etc. Complete As Required 42 I ) Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. 43 Steel Work In Built Up Tubular ( Round, Square Or Rectangular Hollow Tubes Etc. ) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. 44 I ) Hot Finished Welded Type Tubes 45 Providing And Fixing M.S. Round Holding Down Bolts Withnuts And Wahser Plates Complete As Per Standard Design. 46 Providing And Laying Cement Concrete 1:2:4 ( 1 Cement: 2 Fine Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Flooring Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Rounding Of Edges And Strips And Cost Of Glass Strips Etc. Complete. 47 I ) 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 48 Providing Corrugated G.S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead And Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete ( Up To Any Pitch In Horizontal / Vertical Or Curved Surfaces ) Excluding The Cost Of Purlins, Rafters And Trusses And Including =Cutting To Size And Shape Wherever Required. 49 I ) 0.63 Mm Thick Zinc Coating Not Less 275 Gm / M2 50 12 Mm Cement Plaster Of Mix. 51 I ) Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand 52 Ii ) In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 53 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix 54 In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 55 Neat Cement Punning. 56 Distempering With Oil Bound Washabale Distemper Of Approved Brand And Manufacture And To Give An Even Shade On New Work ( Two Or More Coats ) , Over And Including A Priming Coat Of Cement Primer To Give An Even Shade Complete. ( Payment Shll Bemade After Submission Of Test Certificate Issued By The Manufacturer ) 57 Finishing Walls With Water Proofing Cement Paint Of Required Shade Of Approved Brand And Manufacture [ Payment Shall Be Made After Submission Of Test Certificate Issued By The Manufacturer ] : 58 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) 59 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade [ Payment Shall Be Made After Submission Of Test Certificate Issued By The Manufacturer ] : 60 Two Or More Coats On New Work 61 Providing, Fixing And Laying Rigid Upvc Pipes Conforming To Is : 4985 Jointing With Couplers, Of Same Class Conforming To Is : 10124 ( Pt-Ii ) With Solvent Cementconforming To Is : 14182 Including Testing Of Joints Complete ( But Excluding The Cost Of Specials Like Bend, Tees Etc. Which Will Be Paid Separately ) As Percpwd Specification And Direction Of The Engineer - In - Charge.A. Class - 3 ( Working Pressure 6.0 Kg / Cm2 ) 62 Ii ) 90 Mm Od 63 Iii ) 110 Mm Od 64 Providing, Fixing And Laying Fabricated Upvc Bend Of Required Degree Conforming To Is : 10124 ( Part 8 / 9 / 10 / 11 / 12 / 13 ) With Solvent Cement Conforming To Is : 14182 Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 65 I ) 40 Mm Dia. 66 Ii ) 90 Mm Dia 67 Iii ) 110 Mm Dia 68 Providing, Fixing And Laying Fabricated Upvc End Cap Conforming To Is : 10124 ( Part 4 ) With Solvent Cementconforming To Is : 14182 Including Testing Of Joints Complete As Percpwd Specification And Direction Of The Engineer - In - Charge. 69 I ) 40 Mm Dia. 70 Iii ) 90 Mm Dia 71 Providing, Fixing And Laying Fabricated Upvc Equal Tee Conforming To Is : 10124 ( Part 5 ) With Solvent Cementconforming To Is : 14182 Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 72 I ) 40 X 40 Mm Dia. 73 I ) 90 X 90 Mm Dia 74 Ii ) 110 X 110 Mm Dia 75 Providing, Fixing And Laying Fabricated Upvc Straight Reducer Conforming To Is : 10124 ( Part 3 ) With Solvent Cementconforming To Is : 14182 Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 76 I ) 110 X 90 Mm Dia 77 Providing And Fixing G.I. Pipes Medim Class As Per Is : 1239 With Latest Amendment Complete With G.I. Fittings Including Trenching And Refilling, Cutting And Making Good The Walls Etc. Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge 78 I ) 15 Mmdia. Nominalbore 79 Ii ) 40 Mm Dia Nominal Bore. 80 Iii ) 50 Mm Dia Nominal Bore. 81 Providing And Fixing C.I. Non-Return Valveofapproved Quality As Perof Cpwd Specification And Direction Of The Engineer - In - Charge. 82 I ) 80 Mm Dia Nominal Bore. 83 Providing And Fixing Brass Ferrule With C.I. Cover Conforming To Is : 2692 Including Boring And Tapping The Main As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 84 I ) 10 Mm Nominal Bore 85 Providing And Fixingc.I. Sluice Valves ( With Cap ) Complete With Bolts, Nuts, Rubber Insertions Etc. ( The Tail Pieces If Required Will Be Paid Separately ) As Percpwd Specification And Direction Of The Engineer - In - Charge. 86 I ) 80 Mm Dia. / Pn - 1.0 87 Ii ) 100 Mm Dia / Pn - 1.0 88 Charges For Push-On ( Tyton ) Joints To Centrifugually ( Spun ) Cast Iron Pipes Or Ductile Iron Pipes Including Testing Of Joints And Including The Cost Of Rubber Gasket As Percpwd Specification And Direction Of The Engineer - In - Charge. 89 I ) 100 Mm Dia 90 Chargess For Laying S&S Centrifugally Cast ( Spum ) Ductile Iron Class K-7 Pipes Conforming To Is: 8329 As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 91 I ) 80 Mm Dia. 92 Ii ) 100 Mm Dia. 93 Charges For Cutting D.I. Pipe With Steel Saw By Manual Meansas Percpwd Specification And Direction Of The Engineer - In - Charge. 94 I ) 800 Mm Dia 95 I ) 100 Mm Dia 96 Providing And Fixing G.I. Nipple Of Medium Class As Percpwd Specification And Direction Of The Engineer - In - Charge. 97 I ) 15 Mmdia 750 Mm Long 98 Ii ) 15 Mmdia 150 Mm Long 99 Providing And Fixing Gi Full Way Valveas Percpwd Specification And Direction Of The Engineer - In - Charge. 100 I ) 40 Mm Dia. 101 Ii ) 50 Mm Dia. 102 Providing And Fixing Di Speical As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 103 A. Di All Socketed Tee.I ) 80 X 80 X 80 Mm Dia. 104 Ii ) 100 X 100 X 80 Mm Dia. 105 Iii ) 100 X 100 X 100 Mm Dia. 106 B. Di Flanged Socketed Tail Piece.I ) 100 Mm Dia 107 C. Di Flanged Spigotted Tail Piece.I ) 100 Mm Dia 108 D. Di All Socketed Bend 45 Degree.I ) 100 Mm Dia 109 E. Di All Socketed Bend 90 Degree.I ) 100 Mm Dia 110 Providing And Laying Of Flexible Pvc Pipe ( Conforming To Is:7634 ) Complete As Per Specification And Direction Of The Engineer - In - Charge ( Cost Of Earth Work And Fittings Will Be Paid Separately ) . 111 I ) 15 Mm Dia 112 Ii ) 25 Mm Dia. 113 Excavating Trenches Of Required Widthfor Pipes, Cables Etc. Including Exacavation For Sockets, Dressing Of Sides Where Required, Ramming Of Bottoms, Depth Upto 1500 Mm ( Slope-1 In 200 ) Including Getting Out The Excavated Soil And Backfilling Of Soil As Required After Laying Of Pipeline, In Layers Not Exceeding 200 Mm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Disposing Of Surplus Excavated Soil With All Required Leads As Per Chapter - 2 Of Cpwd Specification And Direction Of The Engineer - In - Charge 114 .A ) For Upvc Pipes In New Work.A. All Kind Of Soils I ) For Pipes Not Exceeding 90 Mm Dia 115 Ii ) For Pipes Exceeding 90Mm Dia But Not Exceeding 300Mm Dia. 116 B ) For Gi / Ci / Di Pipes In New Work. A ) All Kind Of Soilsi ) For Pipes Not Exceeding 90Mm 117 Ii ) For Pipes Exceeding 90Mm Dia But Not Exceeding 300Mm Dia. 118 Providing And Fixing G.I. Bend / Elbow In The Pipe Line Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 119 I ) 15 Mm Dia 120 Ii ) 25Mm Dia. 121 Iii ) 40 Mm Dia. 122 Providing And Fixing G.I. Equal Tee With The Pipe Line Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 123 I ) 15 X 15 X 15 Mm Dia 124 Ii ) 25 X 25 X 25 Mm Dia. 125 Ii ) 40 X 40 X 40 Mm Dia 126 Providing And Fixing G.I. Unequal Tee With The Pipe Line Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 127 I ) 25 X 25 X 15 Mm Dia 128 Ii ) 40 X 40 X 15 Mm Dia 129 Iii ) 40 X 40 X 25 Mm Dia. 130 Iv ) 80 X 80 X 15 Mm Dia. 131 V ) 80 X 80 X 25 Mm Dia. 132 Vi ) 100 X 100 X 40 Mm Dia. 133 Vii ) 100 X 100 X 80 Mm Dia. 134 Providing And Fixing G.I. Reducer With The Pipe Line Including Testing Of Joints Complete As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 135 I ) 25 X 15 Mm Dia 136 Ii ) 40 X 15 Mm Dia 137 Iii ) 40 X 25 Mm Dia. 138 Iv ) 80 X 40 Mm Dia. 139 Providing And Fixing G.I. Socketas Per Cpwd Specification And Direction Of The Engineer - In - Charge. 140 I ) 15 Mm Dia 141 Ii ) 25 Mm Dia. 142 Providing And Fixing G.I. Union As Per Cpwd Specification And Direction Of The Engineer - In - Charge. 143 I ) 15 Mm Dia 144 Ii ) 25 Mm Dia. 145 Iii ) 40 Mm Dia. 146 Providing & Fitting, Fixing Pvc / Plastic Bib Cock Conforming To Is:9763 In Hydrant Point At Different Location As Per Specification And Direction Of The Engg-In-Charge. 147 I ) 15 Mm Dia Pvc / Plastic Bib Cock . 148 Providing & Fixing Of Upvc End Cap / Well Cap Suitable For Upvc "Cm" Casing Or "Rs" Pipes As Per Specification And Direction Of The Engg-In-Charge. 149 I ) 100 Mm Dia. 150 Ii ) 125 Mm Dia. 151 Driling & Boring Pilot Hole In Any Soil Strata By Manual Means, Collection Of Soil Samples Of Different Strata Met With During Driling At Various Suitable Levels, Preservation Of Samples In Polythene Bags / Sample Boxes And Disposals Of Excess Soil Of Mud, In / C The Cost Of Water Etc. As Required To Maintain The Pilot Hole Properly As Per Specification And Direction Of The Engg-In-Charge. 152 I ) 100 Mm Dia. 153 Reaming Of Pilot Hole To An Enlarged Bore Hole In Any Soil Strata By Manual Means, Disposal Of Execess Soil Or Mud, In / C The Cost Of Water Etc. As Required To Maintain The Bore Hole Properly As Per Specification And Direction Of The Engg-In-Charge. 154 I ) From 100 Mm Dia Pilot Hole To 250 Mm Bore Hole 155 Providing And Lowering Of Upvc Pipe As Per Is: 12818 After Washing Of The Bore Hole By Manual Means As Per Specification And Direction Of The Engg-In-Charge. 156 A. "Cm" Casing Pipe. I ) 125 Mm Dia. 157 Iii ) 100 Mm Dia. 158 B. "Rs" Pipe. I ) 100 Mm Dia 159 Washing & Development Oftube Well By Using Hand Pump Or By Any Suitable Method And Testing Of The Wellas Per Specification & Direction Of The Engineer-In-Charge. 160 Providing & Shrouding Of The Deep Tube Well Assembly With Washed Pea-Gravels ( 2.0-4.75 Mm Effective Size ) As Per Specification ( Is:4097 ) And Direction Of The Engg-In-Charge.A ) With Contractors Rig 161 I ) With Pea-Gravels Obtained From Durgapur, West Bengal. 162 Providing & Fixing Of Housing Clamp ( Made With 12Mm Thick Ms Sheet ) Along With Well Cap ( Made With 10Mm Thick Ms Sheet ) With Necessary Arrangments For Sbdtw As Per Specification & Direction. Of The Engg-In-Charge. 163 I ) 125 Mm Dia. 164 Providing And Fixing Of Upvc Reducer Suitable For Upvc "Cm" Cassing Or "Cs" Cassing Or "Rs" Pipes As Per Specification And Direction Of The Engg-In-Charge. 165 I ) 125 X 100 Mm Dia. 166 Providing & Fitting, Fixing Gi Pipes ( Meduim Class ) Conforming To Is:1239 For Sbdtw / Mk-Ii / Iii As Per Specification And Direction Of The Engg-In-Charge. I ) 40 Mm N.B. 167 Providing & Fitting, Fixing Of Bottom Cap ( Upvc ) As Per Specification And Direction Of The Engg-In-Charge. 168 I ) 100 Mm Dia. 169 Providing And Fitting Fixing Steel Sheet Enclosed Switch Fuse Unit ( Suitable For Din Fuses ) , Triple Pole With Neutral Link ( Tpn ) , 415 / 500 Volt, L & T / Havells / Bch Make Etc. Completeas Per Specification And Direction Of The Engineer-In-Charge. 170 I ) 100 Amps 171 Providing And Fitting Fixing Of Fully Automatic Star Delta Type Motor Starter ( 3 Ph. 50 Hz, 415V, In Steel Sheet Enclosures With Contractors And Timer Etc. Complete Suitable For Submersible Pump L & T, Bch, Abb Make As Per Specification And Direction Of The Engineer-In-Charge. 172 I ) 35 Hp / 26 Kw Relay Range Within 20-32 + 10% 173 Providing And Fitting Fixing Of 6 Feet X 4 Feet X 1 Inch ( Thickness ) Gamair Wood / Plywood Pannel Board For Fitting Fixing Of Electrical Items, In / C 2 Nos Ms Angle Post ( Size 2 Inch X 2 Inchx 9 Feet ) , Nuts & Bolts Etc. For Irrection Of The Same By1:1.5:3 Cement Concrete Casting ( 1 Feet X 1 Feet X 2 Feet ) Below The Ground Level And Paintingtwo Ormore Coats & Plastic Paint As Per Specification And Direction Of The Engineer-In-Charge. 174 Providing And Fitting Fixing With Pvc Insulated Single Core Multistrand Copper Cable Conforming To Is : 694 For Inter Connection With All Electrical Equipments Of The Pannel Board As Per Specification And Direction Of The Engineer-In-Charge. 175 Providing And Fitting Fixing Of Moving Iron Type, Range 0-500 V, 96 Mm X 96 Mm Size Ac Volt Meter ( L & T / Ae Make ) With Selector Switch As A Electrical Instrument Of The Pannel Board As Per Specification And Direction Of The Engineer-In-Charge. 176 Providing And Fitting Fixing Of Moving Iron Type, Range 0-100 / 0-200 Amps, 96 Mm X 96 Mm Size Ac Amps Meter Direct Reading Type ( L & T / Ae Make ) With Selector Switch And Ct Coil As A Electrical Instrument Of The Pannel Board As Per Specification And Direction Of The Engineer-In-Charge. 177 Providing And Fitting Fixing Of Moulded Case Circuit Breaker ( Mccb ) Of Different Thermal Release Range , 415 + V, 50Hz ( L & T, Bch, Abb Make ) As Per Specification And Direction Of The Engineer-In-Charge. 178 I ) 32-40 Amps 179 Providing Earthing With Perforated 40 Mm Dia G.I. Pipe ( Medium Class ) ( 12 Mm Dia Perforation ) , Laying Of 4 Mm Dia Gi Wire From Earth Electrode To Panel, Including Excavating Hole Of 600 Mm Dia And Refilling With Salt And Charcoal / Coke In Alternate Layers Of 300 Mm , As Per Standard Specification And Direction Of The Engineer-In-Charge. 180 I ) For 3-Phase Connection With 4.00 Mtr. Long G.I. Pipe 181 Providing And Fitting Fixing3 Phase Indicating Lamp Fiited With Panel Board With Three Different Colour Lamps With Batten Holder Completeas Per Specification And Direction Of The Engineer-In-Charge. 182 Providing And Fitting Fixing Heavy Duty Box Type ( Resin Filled ) Power Factor Correction Capacitorl & T Make Etc. Completeas Per Specification And Direction Of The Engineer-In-Charge. 183 I ) 5-15 Kvar 440 V 184 Providing And Fitting Fixing Single Phasing Preventor + Selectable Under Voltage + Selectable Over Voltage On Delay 5 Sec. And Off Delay 15 Sec. Phase Asymmetry 10% L&T / Bch / Havels / Siemens Etc. Make Complete As Per Specification And Direction Of The Engineer-In-Charge. 185 Providing And Fitting Fixing Of Pressure Meter ( 0.0 - 14.0 Kg / Sqcm. ) As Per Specification And As Per Specification And Thedirection Of The Engineer - In-Charge. 186 Installation Of Submerssible Pump With Suitable Motor Upto Require The Depth With Gi Column Pipe In / C Providing Fitting, Fixing By Necessary Rubber Washer, Nuts & Bolts, Ms Safety Clamp Etc. As Per Require Size And Making Necessary Electrical Connection With Main Switch / Starter With Motor In / C Commissioning And Trial Run As Per Direction Of The Engg-In-Charge. ( Pump / Motor With Cable, Gi Pipe And Fabrication Of Gi Column Pipe Will Be Paid Separately. 187 I ) 5000 Gph / 7500 Gph Capacity 188 Providing & Fitting Fixingof G.I. Flange ( 10 Mm Wall Thickness ) By Welding With G.I. / Ms Pipe And Placing Position As Per Specification And The Direction Of The Engineer-In-Charge. 189 I ) 80 Mm Dia 190 Ii ) 100 Mm Dia 191 Making Road Crossing By Horizontal Boaring For Smooth Laying Of Upvc / Ci / Di / Gi Pipes Etc. Of Required Dia Complete As Per Specification And The Direction Of The Engineer-In-Charge. A. By Manual Means 192 Supplying And Fitting, Fixing Ofms Box Having Size 60 Cm X 60 Cm X 45 Cm Slope Roof And Front Shutter With Locking Arrangement Fitted With 4 ( Four ) Nos. 40Mm X 40Mm X 6Mm Ms Angle Of 1.60 Mtr. Long In / C Providing & Fitting, Fixing Wooded Board Inside The Box Having Size 55Cm X 55Cm X 1Cm Thick Starter, Main Switch And In / C Cost Of Necessary 15 Cm X 15 Cm X 30 Cm With 1:2:4 ( 1 Cement : 2 Fine Sand : 4 Jhama Bricks Agg. 12.50 Mm Nominal Gauge ) As Per Direction Of The Engg-In-Charge. 193 Supplying And Fitting, Fixing Of Single Phase Motor Starter Panel Unit 3.0 Hp Capacity Comprising With 2 Pole Conductor, Over Load Realy, Capacitor, Volts Meter Of Bch / L&T Make With Necessary Copper Wire Etc. Complete As Per Direction Of The Engg-In-Charge. 194 Supplying And Installation Of Water Lubricated Submersible Pump Of Duke Make ( Model No.Dsp4rfh05 ) Having Capacitiy 2000 Gph At Total Head Of 45 Mtr. Coupled With Sumersible Meter 3 Hp Suitable For 240 Volt ( +10% Verification ) Single Phase 50Hp.Ac Supply Dol Starting Method To Run At 2880 Rom Along With 35 Mtr 2.50 Sqm Pvc Insulated 3 ( Three ) Core Flat Copper Cable In / C Fitting Fixing & Loweringand 40 Mm Dia Gi Pipe Upto Reqd Depth. Etc. Complete As Per Direction Of The Engineer-In-Ch. ( Required 40 / 32 Mm Dia Gi Pipe Will Be Supplied By The Deptt. At Free Of Cost Or Paid Separately ) 195 Supplying Isi Marked / Taparia Make Tools For Water Scheme. 196 I ) Sly Wrenches ( 12” ) 197 Ii ) Pipe Wrench ( 14” ) 198 Iii ) Pliers ( 8” ) 199 Iv ) Screw Driver ( 8” ) 200 V ) Hacksaw Frame With Blade 2 Set 201 Supplying Of 5000 Gph X 76 Mtrs. Head Water Lubricated Submersible Pump Of Maximum 150 Mm Outer Dia. With Maximun 10 ( Ten ( Stages Coupled With Required Wet And Non-Cover Loading Submersible Motor Suitable For 340-440 Volts, 3 Phase 50Hz, A.Cupply And Star Delta Method Of Starting Along With 35 Mtrs. X 2 X 3 X 4 Sq.Mm Jointless Pvc 3 ( Three ) Core Double Length Flat Cable ( Continuous Length ) Of Suitable Size Fitted With Submersible Motor, Suction Case, Strainer, Coupling Key, Vertical Non- Return Valve Cum Discharge Case Including Supplying Of 10 Nos. Suitable Cable Guard With Clips& Nuts & Bolts, 2 ( Two ) Pair M.S. Column Clamps As Per Direction Of Engineer-In-Charge Conforming To Terms & Conditions Of The Contract. ( Each Pump With Motor Shall Consists Of Stainless Stell Closed Type Impeller , C.I. Bowl, C.I Discharge Case, Pump Shaft ( Styainless Steel ) , Bush ( Bronze ) , Shaft Sleeve ( Bronze / Chromium ) , Sand Guard, Winding Rotor, Stator, Counter Thrust Plate, Thrust Plate, Thrust Bearing Segment Etc. Conforming To Relevant Bis Codes ) . ( Make Duke, Wpil, Ksb & Lubi ) 202 Providing & Fitting, Fixing Of Signboard ( Size 1.00 X 0.75M ) At Water Supply Scheme In / C Cost Of 1Mm Thick Plain Aluminum Or G.I. Sheet With Necessary Ms Angle ( 40 X 40 X 5Mm ) In / C Necessary Bending And Fixing On The Gci Walling Of Pump House And Painting Writing Nail Spikes Etc. And Carrying To The Work Site Complete As Per Direction Of The Engineer-In-Charge. 203 Supplying Of Armed Plastic Chair ( Supreme Make ) . 204 Supplying Of Wooden Table With A Drawer To The Right Side Of Size 48” X 30” X 30”.

Key Value

Document Fees
Refer document
EMD
INR 37603.00 /-
Tender Value
Refer document

BOQ Items

Name of Work:"JAL JEEVAN MISSION" (JJM) Scheme at DUI GARIA PARA underat Hezamara R.D. Block,West Tripura/ SH:-Construction of 20,000 Gallon Capacity RCC Underground Reserviorand 4 (Four) Nos. SBDTW scheme attached to RCC Underground Reservior at DUI GARIA PARA(SHANKHOLA V.C.) in/c Pipe Line extension, Providing domestic Connection, Supplying & installation of5000 GPH Capacity Submersible Pump Motor Set, Providing Electrical Equipments(internal) etc. under DWS Sub-Division, Hezamara during the year 2020-21".
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
2a) All Kinds of Soil
3Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
4a) All Kinds of Soil
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cmin depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6a)All kinds of soil
7Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.a) All work upto plinth livel
9i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded brick aggregate 40 mm nominal size) cum well burnt
10ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brickaggregate of 40 mm nominal size)
11iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brickaggregate of 40 mm nominal size)
12Centering shuttering including struttings, proppingetc. and removal of form work for:
13i) Foundations, footings, bases for columns
14ii) Columns, piers, abutments, pillaras, posts and struts
15Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement. -All work upto plinth level:
161:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
17Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
181:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
19Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement
201:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
21Centering shuttering including struttings, propping etc. and removal of form work for:
22i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
23Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
24Suspended floors, roofs, landings, balconies and access platform with timber planks
25ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
26iii)Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
27iv) Weather shade, Chajjas, corbels etc., including edges.
28Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
29Thermo-Mechanically Treated bars of grade Fe-500D or more
30First class brick work in foundation and plinth including cost of all materials as required complete:
31i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
32First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
33i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
34Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.
35Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
36i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
37Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
38i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
39Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
40I ) Fixed to steel windows by welding.
41Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required
42i) Using flats 30x6mm for diagonal braces and central cross piece.
43Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
44i) Hot finished welded type tubes
45Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.
46Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
47i) 40 mm thick with 20 mm nominal size stone aggregate
48Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including =cutting to size and shape wherever required.
49i) 0.63 mm thick Zinc Coating not less 275 Gm/m2
5012 mm cement plaster of mix.
51i) Cement mortar 1:3 (1 cement : 3 fine sand
52ii) In cement mortar 1:4 (1 cement : 4 fine sand)
5315 mm cement plaster on the rough side of single or half brick wall of mix
54In Cement mortar 1:4 ( 1 cement : 4 fine sand )
55Neat cement punning.
56Distempering with oil bound washabale distemper of approved brand and manufacture and to give an even shade on new work (two or more coats ), over and including a priming coat of cement primer to give an even shade complete. ( Payment shll bemade after submission of Test certificate issued by the manufacturer)
57Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
58New work ( two or more coats applied @ 3.84 kg/10 sqm)
59Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
60Two or more coats on new work
61Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cementconforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.A. Class - 3 ( working pressure 6.0 kg / cm2)
62ii)90 mm OD
63iii)110 mm OD
64Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
65i) 40 mm dia.
66ii) 90 mm dia
67iii) 110 mm dia
68Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge.
69i) 40 mm dia.
70iii) 90 mm dia
71Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
72i) 40 x 40 mm dia.
73i) 90 x 90 mm dia
74ii) 110 x 110 mm dia
75Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
76i) 110 x 90 mm dia
77Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge
78i) 15 mmdia. nominalbore
79ii) 40 mm dia nominal bore.
80iii) 50 mm dia nominal bore.
81Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge.
82i) 80 mm dia nominal bore.
83Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
84i) 10 mm nominal bore
85Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.
86i) 80 mm dia./ PN - 1.0
87ii) 100 mm dia / PN - 1.0
88Charges for push-on ( Tyton ) joints to centrifugually (Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as perCPWD specification and direction of the Engineer - in - charge.
89i) 100 mm dia
90Chargess for laying S&S centrifugally cast (spum) ductile Iron class K-7 pipes conforming to IS: 8329 as per CPWD specification and direction of the Engineer - in - charge.
91i) 80 mm dia.
92ii) 100 mm dia.
93Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge.
94i) 800 mm dia
95i) 100 mm dia
96Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge.
97i) 15 mmdia 750 mm long
98ii) 15 mmdia 150 mm long
99Providing and fixing GI Full way valveas perCPWD specification and direction of the Engineer - in - charge.
100i) 40 mm dia.
101ii) 50 mm dia.
102Providing and fixing DI speical as per CPWD specification and direction of the Engineer - in - charge.
103A. DI all socketed Tee. i) 80 x 80 x 80 mm dia.
104ii) 100 x 100 x 80 mm dia.
105iii) 100 x 100 x 100 mm dia.
106B. DI flanged socketed Tail piece. i) 100 mm dia
107C. DI flanged spigotted Tail piece. i) 100 mm dia
108D. DI all socketed bend 45 degree. i) 100 mm dia
109E. DI all socketed bend 90 degree. i) 100 mm dia
110Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).
111i) 15 mm dia
112ii) 25 mm dia.
113Excavating trenches of required widthfor pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm(slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge
114.A)For UPVC pipes in new work. a. All kind of Soils i) For pipes not exceeding 90 mm dia
115ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
116B) For GI/CI/DI pipes in new work. a) All kind of Soils i) For pipes not exceeding 90mm
117ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
118Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
119i) 15 mm dia
120ii) 25mm dia.
121iii) 40 mm dia.
122Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
123i) 15 x 15 x 15 mm dia
124ii) 25 x 25 x 25 mm dia.
125ii) 40 x 40 x 40 mm dia
126Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
127i) 25 x 25 x 15 mm dia
128ii) 40 x 40 x 15 mm dia
129iii) 40 x 40 x 25 mm dia.
130iv) 80 x 80 x 15 mm dia.
131v) 80 x 80 x 25 mm dia.
132vi) 100 x 100 x 40 mm dia.
133vii) 100 x 100 x 80 mm dia.
134Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
135i) 25 x 15 mm dia
136ii) 40 x 15 mm dia
137iii) 40 x 25 mm dia.
138iv) 80 x 40 mm dia.
139Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge.
140i) 15 mm dia
141ii) 25 mm dia.
142Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
143i) 15 mm dia
144ii) 25 mm dia.
145iii) 40 mm dia.
146Providing & fitting, fixing PVC/Plastic Bib Cock conforming to IS:9763 in hydrant point at different location as per specification and direction of the Engg-in-charge.
147i) 15 mm dia PVC/Plastic Bib Cock .
148Providing & fixing of UPVC End Cap/Well Cap suitable for UPVC "CM" Casing or "RS" pipes as per specification and direction of the Engg-in-charge.
149i) 100 mm dia.
150ii) 125 mm dia.
151Driling & boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during driling at various suitable levels, preservation of samples in polythene bags/sample boxes and disposals of excess soil of Mud, in/c the cost of water etc. as required to maintain the pilot hole properly as per specification and direction of the Engg-in-charge.
152i)100 mm dia.
153Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of execess soil or mud, in/c the cost of water etc. as required to maintain the bore hole properly as per specification and direction of the Engg-in-charge.
154i) From 100 mm dia pilot hole to 250 mm bore hole
155Providing and lowering of UPVC pipe as per IS: 12818 after washing of the bore hole by manual means as per specification and direction of the Engg-in-charge.
156A. "CM" casing pipe. i) 125 mm dia.
157iii)100 mm dia.
158B. "RS" Pipe. i) 100 mm dia
159Washing & Development oftube well by using Hand Pump or by any suitable method and testing of the wellas per specification & direction of the Engineer-In-Charge.
160Providing & shrouding of the Deep Tube Well assembly with washed pea-gravels (2.0-4.75 mm effective size) as per specification (IS:4097) and direction of the Engg-in-charge.A)With Contractors Rig
161i) With pea-gravels obtained from Durgapur, West Bengal.
162Providing & fixing of Housing Clamp (Made with 12mm thick MS Sheet) along with Well Cap (Made with 10mm thick MS Sheet) with necessary arrangments for SBDTW as per specification & direction. of the Engg-in-charge.
163i)125 mm dia.
164Providing and fixing of UPVC reducer suitable for UPVC "CM" cassing or "CS" cassing or "RS" pipes as per specification and direction of the Engg-in-charge.
165i)125 x 100 mm dia.
166Providing & fitting, fixing GI pipes (Meduim class) conforming to IS:1239 for SBDTW/MK-II/III as per specification and direction of the Engg-in-charge. i)40 mm N.B.
167Providing & fitting, fixing of Bottom Cap (UPVC) as per specification and direction of the Engg-in-charge.
168i)100 mm dia.
169Providing and fitting fixing Steel Sheet enclosed switch fuse unit(suitable for DIN fuses), triple pole with Neutral Link (TPN),415/500 Volt, L & T / Havells / BCH make etc. completeas per specification and direction of the Engineer-in-charge.
170i) 100 amps
171Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
172i) 35 HP/26 kw Relay range within 20-32 + 10%
173Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood Pannel Board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge.
174Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
175Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
176Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/ AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
177Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
178i) 32-40 Amps
179Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) (12 mm dia perforation),laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
180i) For 3-phase connection with 4.00 mtr. Long G.I. pipe
181Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge.
182Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitorL & T make etc. completeas per specification and direction of the Engineer-in-charge.
183i) 5-15 kVAr 440 V
184Providing and fitting fixing Single Phasing Preventor + Selectable under voltage + Selectable over voltage on delay 5 sec. and off delay 15 sec. phase asymmetry 10% L&T/BCH/Havels/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.
185Providing and fitting fixing of Pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and thedirection of the Engineer - in-charge.
186Installation of submerssible pump with suitable motor upto require the depth with GI column pipe in/c providing fitting, fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per require size and making necessary electrical connection with main switch/starter with motor in/c commissioning and trial run as per direction of the Engg-in-charge. (Pump/Motor with cable, GI pipe and fabrication of GI column pipe will be paid separately.
187i) 5000 GPH /7500 GPH capacity
188Providing & fitting fixingof G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
189i) 80 mm dia
190ii) 100 mm dia
191Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means
192Supplying and fitting, fixing ofMS Box having size 60 cm x 60 cm x 45 cm slope roof and front shutter with locking arrangement fitted with 4 (four) Nos. 40mm x 40mm x 6mm MS Angle of 1.60 Mtr. long in/c providing & fitting, fixing wooded Board inside the box having size 55cm x 55cm x 1cm thick starter, main switch and in/c cost of necessary 15 cm x 15 cm x 30 cm with 1:2:4 (1 cement : 2 fine sand : 4 Jhama bricks agg. 12.50 mm nominal gauge) as per direction of the Engg-in-charge.
193Supplying and fitting, fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load realy, capacitor, volts meter of BCH/L&T make with necessary copper wire etc. complete as per direction of the Engg-in-charge.
194Supplying and installation of water lubricated submersible pump of Duke make (Model No.DSP4RFH05) having capacitiy 2000 GPH at total head of 45 mtr. Coupled with sumersible meter 3 HP suitable for 240 Volt (+10% verification) single phase 50HP.AC supply DOL starting method to run at 2880 ROM along with 35 mtr 2.50 Sqm PVC insulated 3 (three) core flat copper cable in/c fitting fixing & loweringand 40 mm dia GI pipe upto reqd depth. etc. complete as per direction of the Engineer-In-Ch. (required 40/32 mm dia GI pipe will be supplied by the Deptt. at free of cost or paid separately)
195Supplying ISI marked/ Taparia make tools for water scheme.
196i)Sly wrenches (12”)
197ii)Pipe wrench (14”)
198iii) Pliers (8”)
199iv) Screw Driver (8”)
200v) Hacksaw frame with blade 2 Set
201Supplying of 5000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(ten( stages coupled with required wet and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.Cupply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm jointless PVC 3 (Three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips& nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract. (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes).(Make Duke, WPIL, KSB & LUBI)
202Providing & fitting, fixing of signboard (Size 1.00 X 0.75m) at water supply scheme in/c cost of 1mm thick plain aluminum or G.I. sheet with necessary MS angle (40 X 40 X 5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting writing nail spikes etc. and carrying to the work site complete as per direction of the Engineer-in-Charge.
203Supplying of armed plastic chair (Supreme make).
204Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2021 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail