Package No Rj-01 kekri ba 202 in KEKRI - Complete Tender Details

Package No. Rj-01/kekri/ba/2026-27/point No 296.92/30 Crore/05 (sh 26 To Meeno Ka Nayagoan 4 Lane) - Part "a" : Road Work, Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Morth Specification Clause 201. By Mechanical Means In Area Of Thorny Jungle, Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305.3, Excavation For Roadway In Ordinary Rock With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Transporting To Embankment Site With A Lift Upto 1.5 M And Lead Upto 1000 M, Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross-sections As Per Morth Specification Clause 301.3.5, Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means., Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mixer (pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-base/base Course On A Well Prepared Sub-base And Compacting With Smooth Wheel Roller Of 80 To 100kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400-12 & 400-13 And Morth Specification Clause 406 By Mechanical Means With A Lead Of 1 Km., Providing And Applying Primer Coat With Bitumen Emulsion (ss-1) On Prepared Surface Of Granular Base(wbm/wmm) Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/sqm Using Mechanical Means As Per Morth Specification Clause 502, Providing And Applying Tack Coat With Bitumen Emulsion (rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Morth Specification Clause 503., Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tones Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 4.0 & 4.5 Percent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 505 Complete In All Respects. Bitumen (vg-30) Grading - Ii (26.50 Mm (nominal Size)), Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-ii(13 Mm Nominal Size) Bitumen (vg-30), Construction Of Dry Lean Cement Concrete 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 Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing., Construction Of Un-reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days, Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately), Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make With 8% Glass Beads Laid On The Road Surface At Temperature 160" C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements., Supplying And Fixing Of Cat’s Eye Made Of Aluminium Alloy Size 75x100x22 Mm Having 21 Biconvex Lenses Embedded In Circular Disk Of Abs Plastic On Each Side., Providing And Fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana Informatory Sign Board With Logo For Roads Funded By State Road Fund Having M.s. Definition Plate Of 1.60 Mm Thickness Frame To Steel Hollow Dsection Of 75mm X 75mm, 2.5m Long Stove Enamelled Paint With Hold Fast Including Paint Logo As Per Approved Design And Colours. The Logo Shall Be Made Out Of 1.6mm Thick Circular Plate Duly Framed With Ms Angle 25x25x5 Mm On Back And Fix On 1200mm X 150mm Rectangular Steel Base Plate 1.6mm Thick, The Base Of Circular Shall Be Plain At The Junction Of Base Plate. The Size Of Definition Plate Shall Be 1500x600mm And Embedding The Posts By M-15 Cement Concrete Block 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level Including Lettering / Writing And Painting Etc. Complete In All Respect.as Per Morth Specification Clause 801., Providing And Erecting Direction And Place Identification Of Semi Reflective Sign Boards As Per Irc-67 Made Of 2 Mm Thick M.s. Sheet Duly Stove Enameled Paint White Colour In Front And Grey Colour On Back With Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Tape Of Engineering Grade Of Required Shade And Colour. Supported And Welded On Two Nos. 47 Mm X 47 Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm Ms Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Specification With Size More Than 0.9 Sqm Size Board, Reinforced Cement Concrete M15 Grade Kilometre Stone/local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Morth Specification Clause 801, Ordinary Km Stone (precast), 200 M Stone (precast), Providing And Fixing Of Semi Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc:67 Made Of 1.5 Mm Thick Ms Sheet Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade Of Required Shade And Colour Supported And Welded On 47mm X 47 Mm X 12 Swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundations With M-15 Grade Cement Concrete 450x450x600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Specifications., 900 Mm Equilateral Triangle, 600 Mm Circular, 600 Mm X 450 Mm Rectangular, 900 Mm Side Octagon, Part "b" : Divider Work, Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Morth Specification Clause 301.3, Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6, Plain/reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 R.c.c Grade M 20, Supplying, Fitting, And Placing Tmt Bar Reinforcement (primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302, Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Morth Specification Clause 801, Part "c" : Cd Work : Box Culvert 2.00 M X 2.00 M, Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil Upto 3 M Depth, Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 P.c.c Grade M 10 Nominal Mix 1:3:6, Providing Concrete For Plain/reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 R.c.c Grade M 20, Supplying, Fitting, And Placing Tmt Bar Reinforcement (primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302, Providing And Laying Precast Reinforced Cement Concrete Box Culvert Section Of M-40 Grade Designed For Aa Class Loading As Per Irc Specifications Including To Effect Of Impact, Eq Etc. Complete On Firm Base Of 200mm Thick Lean Concrete Of M-10 Grade With Aggregate Of Size 40mm Nominal Of Following Internal Size The Work Includes Required Safety Measures Cost Of Design Of Rcc Precast Box And Its Proof Checking From Iit / Nit / Government Engineer College Complete In All Respect As Per Specifications Size 2.0 M X 2.0 M, Construction Of Granular Sub-base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mount Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Morth Specification Clause 401. For Grading Iii Material, Construction Of Dry Lean Cement Concrete 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., Construction Of Un-reinforced , Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 125 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately)., Note:-gst Will Be Paid Extra As Per Govt. Rule :- This Is 18% At Present I.e. 6345273 Totalling To Nit Amount 41596788.00