Tender For Special Repair Of Milatory Farm Link Road Km.-1(750)., lakhimpur-Uttar Pradesh

Tender For Special Repair Of Milatory Farm Link Road Km.-1 ( 750 ) .; 1 Providing , Laying , Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Size 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 , Stonescreening To Fill Up The Nterstices Of Coarse Aggregate , Watering And Compacting To The Required Density 2 Providing And Applying Tack Coat With Bitumen ( Vg-10 ) Using Bitumen Pressure Distributer At The Rate Of 0.30 Kg Per Sqm On The Preparedsurface Cleaned With Hydraulic Broomincluding Cost Of Bitumen . 3 Providinglaying & Rolling Of Open Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion 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 To Be Followed By Seal Coatincluding Cost Of Bitumen 4 Providing And Laying Seal Coat C Type Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fallincluding Cost Of Bitumen 5 Constructionof Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plaincementconcretepavement, Thickness As Per Design, 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 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, 6 Construction Of Shoulder With Approved Material Obtained From Availble Land As Permitted And Approved Byengineer-In-Charge And As Per Technical Specitaion Clause 301.3.4.1, With All Liftsand Leads, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1And 300.2 As Per Technical Specification Clause 301.5 7 Construction Of Shoulder With Approved Material Obtained From Availble Land As Permitted And Approved Byengineer-In-Charge And As Per Technical Specitaion Clause 301.3.4.1, With All Liftsand Leads, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1And 300.2 As Per Technical Specification Clause 301.5. Carted Earth Work From 1 Km. Distance

INR 944 /-

INR 230000.0 /-

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Name of Work: Special repair of Milatory Farm link road Km.-1(750).

Sl. No.	Item Description
1	Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
2	Providing and applying tack coat with bitumen(VG-10) using bitumen pressure Distributer at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broomincluding cost of Bitumen .
3	Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 to be followed by seal coatincluding cost of Bitumen
4	Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fallincluding cost of Bitumen
5	Constructionof un-reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, 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 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,
6	Construction of shoulder with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
7	Construction of shoulder with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5. Carted earth Work from 1 Km. distance