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Mr-N/22-23 Masaurhi/03 - T01 Se Mahadev Bigha, Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification Clause 201.1 And Direction Of E/I, Construction Of Subgrade And Earthen Shoulders :-Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1., Granular Sub-Base With Well Graded Material Table 400.1 :- Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor 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 Technical Specification Clause 401., Wbm Grading 2 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405., Wbm Grading 3 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405., Prime Coat Low Porosity :- Providing And Applying Primer Coat With Bitumen Emulsion Ss-1 On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70- 1.0 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502., Tack Coat :- Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Patch Work Over Wbm Using Mix Seal Surface With Waste Plastic For Bituminous And Existing Cc Pavement :- Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm Type-A Or 13.2 Mm To 0.9 Mm Type-B Aggregates Using Penetration Grade Bitumen 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 Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509.With Waste Plastic, Tack Coat :- Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Semi-Dense Bituminous Concrete :- Providing And Laying Semi Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 To 5 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 Specification Clause No. 508 Complete In All Respects., Cement Concrete Pavement :- Construction Of Un-Reinforcedplain Cement Thickness As Perdesign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 Grade Coarse And Fine Aggregate Maximum Size Of Aggregate Not Exceding 25Mm, Mixed In A Concrete Of Not Less Than 0.2Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork Steel Channel, Laying And Fixing Of 125 Micron Thick Plythene 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, Constrution Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/ Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slab For 14 Days Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501., Kilometre Stone :- Reinforced Cement Concrete M15 Grade Kilometre Local Stone Of Standard Design Asper Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703. I Km Stone, Ii 200 M Stone, Retro-Reflectorised Traffic Signs :- Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 I 600 Mm Equletral & Triangle, 600 Mm Circular, 600 Mm X 450 Mm Rectangular, Boundary Pillar/Gaurd Post :- Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704, Planting Of Trees And Their Maintenance For One Year :- Planting Of Trees By The Road Side Avenue Trees In 0.60 M Dia Holes, 1 M Deep Dug In The Ground, Mixing The Soil With Decayed Farm Yard/Sludge Manure, Planting The Saplings, Backfilling The Trench, Watering, Fixing The Tree Guard And Maintaining The Plants For One Year, Road Marking With Hot Applied Thermoplastic :- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes., At Edge For Pcc Portion, Providing And Fixing Logo Of Maintenance Project :- Providing And Fixing Of Typical Mmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1, Brick Masonary In C.M.1:3 In Parapet :- Brick Masonry Work In Cement Mortar 1:3 In Parapet Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 900 And 1208.4, Plastering With Cement Mortar 1:4:- Plastering With Cement Mortar 1:4 On Brick Work In Sub-Structure As Per Technical Specifications, Painting Two Coats On New Concrete Surfaces :- 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 Technical Specification Clause 1701, 1% Labour Construction, 12% Gst Construction, Total Seigniorage Fee Construction, Maintainance, 1% Labour Maintainance, 12% Gst Maintainance, Total Seigniorage Fee Maintainance, Devkalli Se Sonmai, Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification Clause 201.1 And Direction Of E/I, Construction Of Subgrade And Earthen Shoulders :-Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1., Granular Sub-Base With Well Graded Material Table 400.1 :- Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor 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 Technical Specification Clause 401., Wbm Grading 2 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405., Wbm Grading 3 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405., Prime Coat Low Porosity :- Providing And Applying Primer Coat With Bitumen Emulsion Ss-1 On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70- 1.0 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502., Tack Coat :- Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Patch Work Over Wbm Using Mix Seal Surface With Waste Plastic For Bituminous And Existing Cc Pavement :- Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm Type-A Or 13.2 Mm To 0.9 Mm Type-B Aggregates Using Penetration Grade Bitumen 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 Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509.With Waste Plastic, Tack Coat :- Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Semi-Dense Bituminous Concrete :- Providing And Laying Semi Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 To 5 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 Specification Clause No. 508 Complete In All Respects., Kilometre Stone :- Reinforced Cement Concrete M15 Grade Kilometre Local Stone Of Standard Design Asper Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703. I Km Stone, Ii 200 M Stone, Retro-Reflectorised Traffic Signs :- Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 I 600 Mm Equletral & Triangle, 600 Mm Circular, 600 Mm X 450 Mm Rectangular, Boundary Pillar/Gaurd Post :- Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704, Printing New Letters And Figures Of Any Shade :- Printing New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give An Even Shade As Per Drawings And Technical Specification Clause 1701, Planting Of Trees And Their Maintenance For One Year :- Planting Of Trees By The Road Side Avenue Trees In 0.60 M Dia Holes, 1 M Deep Dug In The Ground, Mixing The Soil With Decayed Farm Yard/Sludge Manure, Planting The Saplings, Backfilling The Trench, Watering, Fixing The Tree Guard And Maintaining The Plants For One Year, Road Marking With Hot Applied Thermoplastic :- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes., Providing And Fixing Logo Of Maintenance Project :- Providing And Fixing Of Typical Mmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1, Brick Masonary In C.M.1:3 In Parapet :- Brick Masonry Work In Cement Mortar 1:3 In Parapet Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 900 And 1208.4, Plastering With Cement Mortar 1:4:- Plastering With Cement Mortar 1:4 On Brick Work In Sub-Structure As Per Technical Specifications, Painting Two Coats On New Concrete Surfaces :- 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 Technical Specification Clause 1701, 1% Labour Construction, 12% Gst Construction, Total Seigniorage Fee Construction, Maintainance, 1% Labour Maintainance, 12% Gst Maintainance, Total Seigniorage Fee Maintainance, Bridge Part, Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. Ordinary Soil Up To 3 M Depth, Sand Filling In Foundation Trenches As Per Drawing & Technical Specification, Providing 1St Class Brick On Flat Soling Joints Filled With Local Sand All Complete Job As Per Direction Of E/I, Providing And Laying Of Pcc M15 Levelling Course 100Mm Thick Below The Foundation., Rcc In Substructure With Concrete In Abutment & Pier Shaft Complete As Per Drawing And Technical Specifications., Supplying, Fitting And Placing Hysd Bar Reinforcement In Substructure Complete As Per Drawing And Technical Specification., Providing Weep Holes In Abutment Cap With 100Mm Dia Ac Pipe:-- Providing Weep Holes In Brick Masonry/Plain/ Reinforced Concrete Abutment, Wing Wall/ Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V :20H Towards Drawing Foce. Complete As Per Drawing And Technical Specifications., Providing And Laying Of Filter Media With Granular Materials/Stone Crushed Aggregate Satisfying The Requirement Laid Down In Ci. 2504.22 Of Morth Specification Of Not Less Than 600Mm Behind Abutment, Wing And Return Wall To The Full Height Compacted., Providing Pcc / Rcc M 30 Grade & Super Structure :-- Furnishing And Placing Reinforced/ Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification, Providing Hysd/ Ms Bar In All Types Of Rcc Work:-- Supplying, Fitting And Placing Hysd Bar Reinforcement In Super-Structure Complete As Per Drawing And Technical Specifications ., Wearing Coat :-- Providing And Laying Cement Concrete Wearing Coat M-30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications, Construction Of Precast Rcc Railing Of M30 Grade, Aggregate Size Not Exceeding 12 Mm, True To Line And Grade, Tolerance Of Vertical Rcc Post Not To Exceed 1 In 500, Centre To Centre Spacing Between Vertical Post Not To Exceed 2000 Mm, Leaving Adequate Space Between Vertical Post For Expansion, Complete As Per Approved Drawings And Technical Specifications., Providing Drainage Spout:-- Drainage Spouts Complete As Per Drawing And Technical Specification, Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2., Granular Sub-Base With Coarse Graded Material Table:- 400- 2 Gr-I:-- Construction Of Granular Sub-Base By Providing Coarse Graded Material, 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 Clause 401., Providing 75 Mm Thick Wbm Grade-Iii Materials Including All Leads And Lifts All Complete Job As Per Drawing All Leads And Lifts Complete Job As Per Drawing And T.S Clause 404 & Direction Of E/I., Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.60 Kg/Sqm Using Mechanical Means., Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom., Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 13.2 Mm To 0.9 Mm Type-B Aggregates Using Penetration Grade Bitumen 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 Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509, Providing Boundary Pillars And F.I :-- Posts Reinforced Cement Concrete M15 Grade Boundary Pillars Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting, Providing And Fixing Of Typical Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1, Maintainance For 1St Year, Maintainance For 2Nd Year, Maintainance For 3Rd Year, Maintainance For 4Th Year, Maintainance For 5Th Year, 1% Labour, 12% Gst, Seigniorage, Dhanarua Chandrahiya Rcd Road Tonawasichak, Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification Clause 201.1 And Direction Of E/I, Construction Of Subgrade And Earthen Shoulders :-Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1., Granular Sub-Base With Well Graded Material Table 400.1 :- Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor 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 Technical Specification Clause 401., Wbm Grading 2 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405., Wbm Grading 3 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405., Prime Coat Low Porosity :- Providing And Applying Primer Coat With Bitumen Emulsion Ss-1 On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70- 1.0 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502., Tack Coat :- Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Patch Work Over Wbm Using Mix Seal Surface With Waste Plastic For Bituminous And Existing Cc Pavement :- Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm Type-A Or 13.2 Mm To 0.9 Mm Type-B Aggregates Using Penetration Grade Bitumen 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 Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509.With Waste Plastic, Tack Coat :- Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Semi-Dense Bituminous Concrete :- Providing And Laying Semi Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 To 5 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 Specification Clause No. 508 Complete In All Respects., Kilometre Stone :- Reinforced Cement Concrete M15 Grade Kilometre Local Stone Of Standard Design Asper Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703. I Km Stone, Ii 200 M Stone, Retro-Reflectorised Traffic Signs :- Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 I 600 Mm Equletral & Triangle, 600 Mm Circular, 600 Mm X 450 Mm Rectangular, Boundary Pillar/Gaurd Post :- Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704, Planting Of Trees And Their Maintenance For One Year :- Planting Of Trees By The Road Side Avenue Trees In 0.60 M Dia Holes, 1 M Deep Dug In The Ground, Mixing The Soil With Decayed Farm Yard/Sludge Manure, Planting The Saplings, Backfilling The Trench, Watering, Fixing The Tree Guard And Maintaining The Plants For One Year, Road Marking With Hot Applied Thermoplastic :- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes., Providing And Fixing Logo Of Maintenance Project :- Providing And Fixing Of Typical Mmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1, Brick Masonary In C.M.1:3 In Parapet :- Brick Masonry Work In Cement Mortar 1:3 In Parapet Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 900 And 1208.4, Plastering With Cement Mortar 1:4:- Plastering With Cement Mortar 1:4 On Brick Work In Sub-Structure As Per Technical Specifications, Painting Two Coats On New Concrete Surfaces :- 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 Technical Specification Clause 1701, 1% Labour Construction, 12% Gst Construction, Total Seigniorage Fee Construction, Maintainance, 1% Labour Maintainance, 12% Gst Maintainance, Total Seigniorage Fee Maintainance, Pabheri Basbigha Road To Chamandi Vijaynagar Mushari Via Babarbanna, Clearing And Grubbing Road Land By Manual Means Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150Mm In Thickness As Per Technical Specification Clause 201.1 And Direction Of E/I, Construction Of Subgrade And Earthen Shoulders :-Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1., Granular Sub-Base With Well Graded Material Table 400.1 :- Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor 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 Technical Specification Clause 401., Wbm Grading 2 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405., Wbm Grading 3 By Mechanical Means :- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405., Prime Coat Low Porosity :- Providing And Applying Primer Coat With Bitumen Emulsion Ss-1 On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70- 1.0 Kg/Sqm Using Mechanical And Etc.

TRN :24703144
State Government / Civil Work
Patna - Bihar

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