Tender For Construction And Maintenance Of Ramnagri To Katali Km. 0/00 To 1/600, shimla-Himachal Pradesh

Construction And Maintenance Of Ramnagri To Katali Km. 0/00 To 1/600 Mettaling And Tarring Of Raod In Km. 1/00 To 1/600)(Balance Work , Preparation Of Sub Grade By Dressing To Combor (Earth Work For The Cutting Involved For Sub-Grade To Be Paid For Separately Depending Upon The Classification Of Soil Completed As Per Hp Pwd Specifications-1990 Volume-Iincluding Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. , Consolidation Of Sub Grade With Road Roller Including Making Good The Undulation Etc. With Earth Or Quarry Soil Etc. And Re-Rolling The Sub-Grade Completed As Per Hp Pwd Specification-1990 Volume-Iincluding Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. , 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 Rotavatorat Omc, And Compacting With Smoothwheelroller To Achieve Thedesired Density, Complete As Per Technical Specification Clause 401Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. (A)For Grading I Material , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 63Mm To 45Mm ( Sixty Three Milimeter And Forty Five Milimeter) 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 /Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405 Including Carriage Of Materials In All Leads And Lifts As Per Direction Of The Engineer-In-Charge.(A) By Mechancial Means , 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 0.85 Kg/Sqm (Zero Point Eighty Five Kilogram) Per Square Meter. Using Mechanical Means As Per Techanical Specification Clause 502Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. , Providing Applying Tack Coat With Bitumen Emulsion (Rs-I) Using Emulsion Distributor At The Rate Of275 Kg ./Sqm ( Two Hundred Seventy Five Kilogram/Square Metre) On Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm (Twenty Milimeter) Thickness Composed Of 13.2 Mm To 5.6 Mmcourse Stone Aggregates In The Rate 0.27Cum Mixed With 14.6 Kg. Per 10 Square Meter (Ten) Bitumen Vg-10 To Requiredline, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing And Hearing Binder Andaggregate In A Suitable Hot Mix Plant 30/40 Tone Per Hour Capacity Transporting Mixed Material And Laying With Paver Finisher And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Eithertype B As Per Technical Specification Clause 508Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. , Providing And Layingby Mechanical Meanstype-B Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using6.8 Kg. (Six Point Eight)Kilograms Penetration Grade Bitumen Vg-10 Mixes With 0.06Cum Crushed Sand 2.36Mm To 180 Microne Per 10 Square Meter Premixed In Suitable Hot Mix Plant 30/40 Tonne Per Hour Capacity Transporting Rolling Complete With A Three 80/100Kn Static Road Roller As Per Mord Technical Specification Clause 510 Using Vg-10 At He Rate 6.8Kg. Premixed With 0.06 Cubic Meter Of Fine Aggrement Per 10 Square Meter By Mechanical Means Adn Rolling With Power Road Roller 8-10 Tonne Capacityincluding Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge.

INR 500 /-

INR 34000.0 /-

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