Construction Of Road From Barbad ( Sahebganj Main Road ) To Dungri Kulhi ( L-1.30 Km. ) ; 1 Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201 2 Compacting Original Ground Supporting Subgrade ( Loosening Of The Ground Upto A Level Of500 Mm Below The Subgrade Level, Watered, Graded And Compacted In Layers To Meet Requirement Of Table 300-2 For Subgrade Construction. ) 3 Construction Of Subgrade And Earthen Shoulders ( Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts & Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table No. 300-2 ) 4 Granular Sub-Base With Close Graded Material ( Table:- 400-1 ) By Mix In Place Method ( Construction Of Granular Sub-Base By Providing Close 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 ) With Grading-Iii Material 5 Construction Ofun-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 Drawingand Technical Specification Clause 1501 6 Kilometre Stone ( Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) Ordinary Kilometre Stone ( Precast ) 7 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 801.3, 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 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 8 Direction And Place Identification Signs With Size More Than 0.9 Sqm Size Board ( Providing And Erecting Direction And Place Identification Retro- Reflectorised Sign Asper Irc :67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Exceeding 0.9 Sqm Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm, 2 Nos. Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing ) 9 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. ( With Manual Means In Ordinary Soil & Depth Upto 3M ) 10 Providing And Laying Of Dry Rubble Flooring Complete As Per Drawings And Technical Specifications Clause 1303.3 11 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 ( P.C.C. Grade M-15 In Open Foundation ) 12 Stone Masonry Work In Cement Mortar In Foundation Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203Square Rubble Coursed Rubble Masonry ( 1St Sort ) In Cm 1:3 In Foundation In Culverts 13 Stone Masonry Work In Cement Mortar In Sub-Structure Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203Coarse Rubble Masonary In C.M. ( 1:3 ) In Sub-Structure 14 Plain / Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 ( P.C.C. Grade M-15 In Coping ) 15 Plastering With Cement Mortar ( 1:3 ) 15 Mm Thick On Brickwork In Parapet As Per Technical Specifications Clauses 613.4 And 1208.4 16 Plain / Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 ( P.C.C. Grade M-20 ) 17 Supplying, Fitting And Placing Tmt Bar Reinforcement ( Fe 415 ) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 18 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 ( P.C.C. Grade M-25 In Deck Slab ) 19 Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 20 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 1 ( V ) :20 ( H ) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 21 Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 ( With Sandy Material ) 22 Goods & Service Tax ( G.S.T. ) - 23 Labour Cess -
