Tender For Special Repair Of Shikapur Shiwali Road In Km.1 -440, 2- 850, 3-840 , 4-630, 9, 10, 11-450 Odr; 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of 22.4-53 Mm Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Threewheel 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. Including Cost Of, All Material, Labour, T&P, Royality, Labour Cess, All Taxes Complete. But Excluding Gst. 2 Providing And Applying Tack Coat With Bitumen Vg-10 Gradepressure Distributor At The Rate Of 0.30Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Including All Taxes &Bitumen & Excluding G.S.T 3 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Using V.G.-10 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 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades As Per Technical Specification Clause 508.Including All Taxes &Bitumen & Excluding G.S.T 4 Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 Including All Taxes &Bitumen & Excluding G.S.T 5 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 1501.2.2M 30 ( 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 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 Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Finished With Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including Complete Shifting Of Matrials & Concrete Etc And Cost Of All Material, Labour, T&P, Royality, All Taxes And Labour Cess Complete . But Excluding Gst. 6 Earth Work In Cutting Or In Embankment ( For Patri ) In Ordinary Soil Excavation To Be In The Form Of Regular Pits Not Exceeding 0.50 M.In Depth And Earth Work In Embankment To Be In 20 Cm. Layers Including Remming And Dressing The Surface To Required Levels And Slopes And Also Including 1.50 M. Lift And 30 M. Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Deposited As Spoil Banks With-In 30 M. Distance As Directed By The Engineer Incharge Excluding Royallity As Per S.I. No. 253 ( A ) Including Cost Of All Material, Labour, T&P, All Taxes And Labour Cess Complete. But Excluding Gst. 7 Earth Work In Cutting Or In Embankment ( For Patri ) In Ordinary Soil With Carted Earth From 3.000 Km Lead Earth Work In Embankment To Be In 20 Cm. Layers Including Remming And Dressing The Surface To Required Levels And Slopes As Directed By The Engineer Incharge Excluding Royallity As Per S.I. No. 253 ( A ) & 231 ( A ) . Including Cost Of All Material, Labour, T&P, All Taxes And Labour Cess Complete. But Excluding Gst.
