Tender For Special Repair Of Lar Chanuki Bhatpar To Baraipar Link Road., deoria-Uttar Pradesh

Tender For Special Repair Of Lar Chanuki Bhatpar To Baraipar Link Road.; 1 Construction Of Granular Sub-Base By Providing Coarse 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 Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Clause 401. ( Excluding Gst ) 2 Providing, Laying, Wbm Grade-3 With 22.4-53Mm Size Stone Ballast, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Static Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. Grading 3 As Per Clause 405.3 ( Including All Taxes Required & I / Chire Charges Of Road Roller ) ( Excluding G.S.T. ) 3 Providing And Applying Tack Coat With Bitumen ( Vg-10 ) Using Pressure Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Bituminous / Granular Surfacetreated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 ( Including All Taxes Required & Including Cost Of Bitumen Vg-10 ) ( Excluding G.S.T. ) 4 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2Mm, 11.2 Mmaggregates In Proportion Of 2:1 Usingvg-10 Bitumen@ 1.46 Kg Per Sqm 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 Smooth Wheeled Roller 80-100 Kn Static Rollar Capacity, Finished To Required Level And Grades To Be Fallowed By Seal Coat As Per Technical Specification Clause 508, Including Cost Of Bitumen Grade Vg-10 ( Excluding G.S.T. ) 5 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 Required And Hire Charges Of Road Roller & Including Cost Of Bitumen ) ( Excluding G.S.T. ) 6 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, ( Excluding G.S.T. ) 7 Earth Work In Patri Or Embankment In Ordinary Soil Loam, Clay Or Sand In Patries Onboth Side Of Road Including Ramming Dressing Required To Proper Completion Of Work Including All Labour T&P Etc All Complete. As Per S.I. No. 253 ( Excluding Gst )

INR 856 /-

INR 94000.0 /-

INR 9.37 Lakhs /-

Name of Work:Special repair of Lar Chanuki Bhatpar to Baraipar link road.

Sl. No.	Item Description
1	Construction of granular sub-base by providing coarse 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 smooth wheel roller to achieve the desired density, complete as per clause 401.(Excluding GST)
2	Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 3 as per clause 405.3 (Including all taxes required & i/chire charges of road roller)(Excluding G.S.T.)
3	Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surfacetreated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10)(Excluding G.S.T.)
4	Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2mm, 11.2 mmaggregates in proportion of 2:1 usingVG-10 bitumen@ 1.46 kg per Sqm 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 smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat as per technical specification clause 508, including cost of bitumen grade VG-10(Excluding G.S.T.)
5	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 required and hire charges of road roller & including Cost of bitumen )(Excluding G.S.T.)
6	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,(Excluding G.S.T.)
7	Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries onboth side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253(Excluding GST)