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Providing & Fixing Of Bench Mark Pillars @ Four Nos Per Km As Per Drawings Given And Direction Of E/I 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 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 Construction Of Embankment With Approved Material Deposited From Road Way Cutting And Excavation From Drain And Foundation Of Other Structures And Excavated With An Average Lead Of 50 M Graded And Compacted To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 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 Technical Specification Clause 302.3 Construction Of Embankment With Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To The Site Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 . Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mounted Grader Arrangement 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. By Manual Means Water Bound Macadam Grading-Iii 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 3 As Per Technical Specification Clause 405. 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 0.90- 1.2 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502. Providing And Applying Tack Coat With Bitumen Emulsion Rs Using Emulsion Distributor @ 0.25 To 0.30 Kg Per Sq M On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Providing, Laying And Rolling Of Close-Graded Mix Seal 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 Cement Concrete Pavement Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 Grade, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 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, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 501 Brick Soling - Laying Brick Soling Layer On Prepared Sub-Grade With Brick On Edge According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 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. Laying First Class Bedding On Well Compacted Sand, Moorum Or Approved Granular Material As Per Clause 1105 Ii Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 Providing And Laying Rcc Pipe Np 3 300 Mm Dia Providing And Laying Reinforced Cement Concrete Pipe For Irrigation Purpose. Providing Concrete For Plain/Reinforced Concrete In M-15 In Open Foundations And Side Walls Of Drain Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Pcc M15 Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 Pcc M15 Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On Cement Concrete Bedding Including Fixing Collar With Cement Mortor 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonary Works In Head Walls And Parapets Clauses 1106.1000 Mm Pipe In Single Row Plastering With Cm 1:4, 15Mm Thick On Brickwork In Substructure As Per Technical Specification Clause 613.4 & 1204 Providing Weepholes In Brick Masonry/ Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1V:20H Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 Brick Masonry Work In Cement Mortar In Foundation Complete Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 1202 & 1203 Brick Work 1:4 Brick Masonry Work In Cement Mortar In Substructure Complete Excepting Pointing And Plastering, As Per Drawing And Technical Specification Clauses 602, 603, 604, 1202 & 1204 Brick Work 1:3 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. Km 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. 200 M Stone Boundary Pillar :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 Traffic Sign Providing And Fixing Of Semi Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel 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 As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mm X 47Mm X 12Swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm, 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 900 Mm Equilateral & Triangle, Or 600 Mm Equilateral & Triangle, Or Direction Sign Providing And Erectig Direction And Place Identification Semi Reflective Sign Board As Per Irc:67 Made Of 2 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 70 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Square Tube Of 3050Mm Height Duly Strengthened By 25Mmx5mm Ms Flat Iron On Edges On Back Firmly Concrete 450X450x600 Mm, 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. I Providing And Fixing Logo Of Mmgsy Project Iii Providing & Fixing Of Logo Of Citizen Information Board Five Year Maintenanace Board Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surface Providing And Applying 2 Coats Of Water Based Cement Paint To Unplastered Concrete Surface After Cleaning The Surface Of Dirt, Dust, Oil, Grease, Efflorescence And Applying Paint @ Of 1 Litre For 2 Sqm. 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 First Year Maintenance Cost Second Year Maintenance Cost Third Year Maintenance Cost Forth Year Maintenance Cost Fifth Year Maintenance Cost Add 1% Labour Cess Add 12% Gst Add 10% Seigniorage Fee

TRN :19033830
State Government / Civil Work
Begusarai - Bihar

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