Const of BT road from Sar to Papnada Ki Dhani Km 0/0 to 5/00

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401. For Grading III Material

Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. By Mechnical Means

Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechnical Means

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383 the size of coarse aggregate not exceeding 25 mm aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trial length construction concrete strength not to be less than 10 Mpa at 7 days mixed in a batching plant transported to site laid with a paver with electronic sensor compacting with 8-10 tonnes vibratory roller finishing and curing.

Constructionof un-reinforced,plaincementconcretepavement M-35 (Grade), thickness as per design, over apreparedsub base,with43/53gradecement asperClause602,coarseand fineaggregatesconformingtoIS:383,maximumsizeof coarse aggregatenotexceeding31.5mm,mixedinainfullyAutomatic ComputerisedBatchingPlant compatiblewithPrinter andPen Drive and transported to site in transit mixer for having continuousagitatedmixer,manufacturedasper approvedmix design includingpumpingofR.M.C. fromtransitmixer tositeof laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strengthanddurabilityasperdirectionofEngineer inchargelaid withaFixedFormPaver (layingandfixingof 150micronthick polytheneFilmand finished in continuous operation including provision of contraction and expansion, construction joints, applyingdebondingstrips, primer, sealant near approaches to bridge/culvert andconstruction joints, admixturesasapproved, curingofconcreteslabsfor14- daysusingwaterfinishingtolinesandgradeasperdrawing andMoRTHSpecificationClause602 withall requiredequipments (DowelBarsandTieBarswill be paid seprately)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.