Tender For Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu., churu-Rajasthan

Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	08-04-2024	Extend dates and Corrigendum No 03	Date	22-04-2024
2	09-04-2024	Extend dates and Corrigendum No 04	Date	29-04-2024
3	22-03-2024	Corrigendum No 01	Terms and Conditions	08-04-2024
4	25-04-2024	Change in dates and Corrigendum	Date	15-05-2024
5	27-03-2024	Clarification	Other	08-04-2024

INR 25000 /-

INR 17199434.0 /-

INR 85.99 Crore /-