Tender For Schedule Of Items For The Pbmc Of Various Roads Under Sub Dn Obedullahganj & Silwani

Sharing tender

Tender For Schedule Of Items For The Pbmc Of Various Roads Under Sub Dn Obedullahganj & Silwani-Repair To Pot Holes And Removal Of Loose Material, Trimming Of Sides, Cleaning Of Surface By Providing Primer Coat, Tack Coat, 20 Mm Thick Pre-Mix Carpet Material Having Binder Content @ 14.6 Kg Per Sqm And Seal Coat Type B Having Bitumen Content @ 6.8 Kg Per 10 Sqm As Per Technical Specification And Compacting With Three Wheeled 80-100 Kn Static Roller. 3206.25 Sqm 955463.00 2 10.28 Making Up Loss Of Material/Irregularities On Shoulders Upto 100 Mm Thickness To The Design Level By Adding Fresh Approved Soil Having Cbr >12 And Compacting It With Appropriate Equipment At Omc As Per Mort&H Specification Clause 3003 38812.50 Sqm 2018250.00 3 8.38 Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beeds On Bituminous Surface. Providing And Applying (Cleaning Of Bituminous Surface) Thermoplastic Compound Having Composition Of Binder (Resin) Minimum 18 %, Titanium Dioxide Minimum 10 % And Intermixed Glass Beed, Minimum 30% Of Brand Like Asian, Burger Or Equivalent Make Of 2.5 Mm Thick Including Drop Down Reflectorizing, Glass Beeds @ 250 Gms Per Sqm Area Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beeds As Per Irc:35.The Finished Surface To Be Level, Uniform And Free From Streaks And Holes, All Complete As Per Clause 803 Of Specifications. 0.00 Sqm 0.00 4 8.36 Kilo Metre Stone Reinforced Cement Concrete M15Grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc (I) 5Th Kilometre Stone (Precast) 0.00 Each 0.00 (Ii) Ordinary Kilometer Stone (Precast) 0.50 Each 1066.00 (Iii) Hectometer Stone (Precast) 3.00 Each 1863.00 5 10.32 (Ii) Providing Painting, Figuring And Numbering As Per Irc Specifications Complete With Synthetic Enamal Paint For 5Th Km. Stone. (Ii) One Coat On Old Work 0.00 Each 0.00 6 10.33 (Ii) Providing Painting, Figuring And Numbering As Per Irc Specifications Complete With Synthetic Enamal Paint For Ordinary Km. Stone. (Ii) One Coat On Old Work 1.50 Each 149.00 7 10.34 (Ii) Providing Painting, Figuring And Numbering As Per Irc Specifications Complete With Synthetic Enamal Paint For 0.2 Km. Stones Or Boundary Stones. (Ii) One Coat On Old Work 3.00 Each 75.00 8 10.35 (Ii) Providing Painting, Figuring & Numbering To Major Bridges, Linear Water-Way Exceeding 30M.Complete With Synthetic Enamel Paint (Ii)One Coat On Old Work 0.00 Each 0.00 9 10.36 (Ii) Providing Painting To Angle Iron Posts Of Road Sign Boards Complete With Synthetic Enamel Paint (Ii) One Coat On Old Work. 3.00 Each 315.00 10 A Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, However 5 Spaces Of 600Mm Each Between Vertical Post And 5 Spaces Of 900Mm Each Between Vertical Post Will Be Kept Adjacent To Rcc Parapet/ Concrete Crash Barrier In Accordance To Figure 9.14 Of The Irc-Sp: 73-2018, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 811) And Treatment For Metal Beam Cresh Barrier On Approach Shall Be Modified Eccentric Loader Terminal Arrangement As Shown In Figure 9.12 Of Irc- Sp : 73-2018 End Portion Of Metal Beam Crash Barrier Shall Be Flared Outside By 1.25 Mtr. Distance In Last Section Of 8 Mtr. Length. Departure Side It Shall Be Trailing Terminal (Tt) Arrangement As Shown In Figure 9.13 Of The Irc Sp-73-2018. End Portion Of Metal Beam Crash 414.00 Rm 1599282.00 Section - 4 Rate 6 298.00 Rs.In Figure :- Rs.In Words :- Bill Of Quantities ( Boq) General Description Of Work :-N.I.T. Schedule Of Items For The Pbmc Of Various Roads Under Sub Dn Obedullahganj & Silwani Probable Amount Of Contract : 25.00 3686.00 2131.00 621.00 52.00 440.00 Two Crore Ninety Seven Lac Rupees Only 297.00 Lacs 214.00 105.00 3863.00 293.00 99.00 1 2 3 4 5 6 7 8 11 Retro- Reflectorised Traffic Signs Providing And Fixing Of Retro- Reflectorised Cautionary, Mandatory And Informatory Sign Board As Per Irc 67-2012 Made Of High Intensity Micro-Prismatic Grade Sheeting (Type Iv) Vide Irc: 67:2012 Clause 6.7.3.2 And Clause 801.3.3 Of Mort&H Fixed Over Aluminum Composite Material Sheet With Thermoplastic Core Of Low Density Polyethylene (Ldpe) Between Two Thick Skins/Sheets Of Aluminum With Overall Thickness Of 4Mm And Aluminum Skin Of Thickness 0.3 On Both Side, The Acm Shall Conform To Table 6.1 Of Irc:67:2012 And Table 800-1 Of Mort&H Specification And High Intensity Micro Prismatic Grade Sheeting Shall Conform To Table 6.6 Of Irc:67:2012 And Table 800-3 Of Mort&H Specification Of In The Clause Irc 6.8 Of The Irc 67- 2012 And Clause 801.3.7 Of Mort&H Message Legend Numerical Letter Etc. And Borders Shall Be Screen Printed On High Intensity Micro Prismatic Sheeting Shall Conform To Clause 801.3.7 With Digital Printing Ink Or Of Cutout From Transparent Durable Overlay Or Cutout From The Same Type Of Reflecting Sheeting For Cautionary/ Mandatory/ Signs, Supported On Ms Sign Post Of Size 80 X80 X 3Mm Square Pipe Of 3 Meter Over All Length And Fix To Ground By Means Of Properly Designed Foundation Of Dimension 450X450X600Mm With M20 Grade Concrete. The Acm Sheet Shall Be Fixed To The Post With Four Minimum Four Number Breakaway Bolts. & Supported With A Back Support Frame Of 25X50X1.25Mm Tubular Frame With The Help Of Suitable Sizes Pop Rivettes Of 6Mm Or By The Help Of G I / Nickle Chome Plated Nut & Bolts To Be Hammered After Tightening. 7 Years Warranty For Retro Reflection Sheeting To Be Provided (Ii) 60 Cm Equilateral Triangle 20.70 Each 137655.00 (Iii) 60 Cm Circular 20.70 Each 145935.00 (Iv) 80 Cm ×60 Cm Rectangular 20.70 Each 159390.00 12 14.26 Bld. Sor White Wash/Colour Wash Of Bridge And Culvert And Trees In The R.O.W. Twice In A Year In The Month Of October And March And As Per The Site Requirements. 5796.00 Sqm 40572.00 13 10.64 Cleaning And Repairing Vegetation/ Garbage / Soil / Sand Etc Near The Kerbs Of Bridges, Parapets Of Culverts Etc Including Cleaning Of All Water Sprouts (On Each Side Separately.) 2235.60 Rm 8942.00 14 2.2 A Clearing And Grubbing Road Land Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Having Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material Up To A Lead Of 1000 Meters Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. A In Area Of Light Jungle 7.76 Hec. 228287.00 15 3.13 Construction Of Embankment With Approved Material Having Cbr>7 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300. 517.50 Cum 154215.00 16 8.45 Painting Lines, Dashes, Arrows Etc On Roads In Two Coats On Old Work Painting Lines, Dashes, Arrows Etc On Roads In Two Coats On Old Work With Ready Mixed Grade-I Road Marking Paint (Cold Applied Reflective Paint) Confirming To Is: 164 On Bituminous/ Concrete Surface, Concrete Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter, Demarcation At Site And Traffic Control. (I) Over 10 Cm In Width 0.00 Sqm 0.00 17 8.23 Providing And Fixing Single Mound Twin Shanked Molded Road Markers/Road Stud Made Of Poly Carbonate Or Abs Body And Shall Support A Load Of 13635 Kg Tested In Accordance To Astm D 4280 And Complying Lo Specifications Of Section-5 Of Irc:35- 2015 And Clause 804.2.2 Of Mort&H And Section-5 Of Irc:35-2015. He Reflecting Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face. The Slope Or Retro-Reflecting Surface Should Be 35 + 5 Degree To Base. The Reflective Marker Shall Be Fixed To The Road Surface Using The Epoxy/ Adhesives And The Procedure Recommended By The Manufacturer. No Nails Shall Be Used To Affix The Markers So Cubes Capable Of That They Do Not Pose Safety Hazard On The Road. The Contractor Shall Submit A Two-Year Replacement Warranty. For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel. (Make- 3M /Avery Dennison/ Orafol / Alcolitea / Automark) Supplying And Installation Road Delineators (Road Way Indicators). As Per Mort&H Clause 806. The Structure Shall Be Made In Roll Forming Process Having Height Of 800-900 Mm Above The Ground Level, Width Not Less Than 100 Mm And Shall Extend Not More Than 200-300Mm Below The Ground While Being Installed, Buried Or Pressed In To The Ground In Confirmation With Irc:79: 2019, Are As Directed By The Engineer-In-Charge. The Guide Post With Pure Polyester Powder Coating With Minimum 40 Microns Thickness For Protection Against Corrosion, On Top Of Which Type Xi Retro Reflective Sheeting Confirming To Irc-67 And Astmd-4956 Shall Be Pasted On Both Sides Complying To Irc:79:2019. The Delineator Should Consist Of Minimum Retro Reflective Unit Exposed Area Of 330 Cm2 White Color, Full Cube Corner Micro Prismatic Non- Metallic Retro Reflective Sheeting On Each Side Conforming With Irc 67:2022 And Meeting The Coefficient Of Retro Reflection Values As Per Astm D 4956 Type Xi Label Specification. The Delineator Shall Have Grooves Across The- Length To Make The Reflective 10.26 Each 9131.00 19 5.3 Providing And Applying Tack Coat With Cationic Bitumen Emulsion Using Emulsion Pressure Distributor On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom And As Per Relevant Clauses Of Section503 Of Specifications. (I) @ 0.25 Kg Per Sqm (Normal Bituminous Surfaces) 64125.00 Sqm 1026000.00 20 5.9 (I) Open - Graded Premix Surfacing Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Cutback Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tone Capacity, Finished To Required Level And Grades All Complete As Per Clause 510 Of Specification. (I) Case - I: Mechanical Method Using Penetration Grade Bitumen Vg 30 And Hmp Of Appropriate Capacity Not Less Than 75 Tones/Hour. 64125.00 Sqm 7759125.00 21 5.11 (Ii) Seal Coat Providing And Laying Seal Coat, Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats, All Complete As Per Clause 511 Of Specification. (Ii) Case - Ii: Type B (Providing And Laying Of Premix Sand Seal Coat Using Hmp Of Appropriate Capacity Not Less Than 75 Tonnes/ Hours Using Crushed Stone Chipping (Aggregate Shall Pass 2.36Mm Sieve And Retained To 180-Micron Sieve) And Penetration Bitumen Vg 30 Of Suitable Grade All Complete As Per Clause 511 Of Specification. 64125.00 Sqm 3206250.00 22 2.50 Dismantling Of Cement Concrete Pavement Dismantling Of Cement Concrete Pavement By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling Serviceable Material At Designated Locations And Disposal Of Unserviceable Materials Up To A Lead Of 1000 Meters, 33.75 Cum 43740.00 23 6.30 Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement With M-40 Grade Concrete Over A Prepared Sub Base With Cement , Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With Electronic Sensor Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Primer, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing As Per Irc 15 2011 And As Per Relevant Clauses Of Section 602 Of Specifications Complete But Excluding Cost Of Steel In Dowel Bar And Tie Rods Etc. Including Groove Cutting For Width Of 4 Mm- 6Mm And 1/3Rd Depth Of Pqc Within 8-10 Hrs Of Placing/ Finishing Of Pqc Including Cleaning Of Groove And Providing Approved Sealant Filling Etc. As Per Clause 602.2.10 And 600.10 And Irc-57-2006 As Per 33.75 Cum 194704.00 24 10.15 Removing All Loose Concrete Which Is Detached From The Substrate, By Using A Mechanical Wire Brush, Complete With Removing Dust By Compressed Air And Dampening The Surface With Water Without Puddles Mixing And Applying Of 30Mm Thickness Repair Material Confirming To Irc Sp 83-2018 Clause 12.1.2.A And 12.1.4 An Ultra Fast Strength Concrete Repair Mortar Which Does Not Require External Water Curing And Attains Compressive Strength Of 40N/Mm2 @ 5 Hours From Placing As Per Is 516 Such As Strextra Efs 4, Or Equivelent After Diluting It With 10Mm Aggregates At A Proportion Of 1:0:5 (Concrete 10Mm Aggregates); Mixing And Placing The Mortar As Per Manufactures Data Sheet Over The Prepared Surface Of The Pavement, Complete Along Strengthening, No Water Curing And Opening The Road To Traffic Within 5-6 Hours Of Placing(The Last Bag Of Mortar)