Miscellaneous road repair works at various streches and Rehabilitation of Bhadadeh Puliya in Jaisinghpura Khor, Zone-10, JDA Jaipur

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 Embankment with Material Obtainedfrom Borrow Pits Construction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to requiredslope and compacting to meet requirement of Tables300-1 and 300-2 with a lead upto 50 m as per MoRTHSpecification Clause 305.3

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 5 Km.

Granular Sub-Base with Close Graded Material(Table:- 400-1) Plant Mix Method Providing layingspreading and compacting specified graded sand,gravel (crushed stone) as per Table 400-1,400-2 or anyother course material as per design mix, as per CBR insub base course including premixing the material atOMC in wet mix plant, carriage of mixed materialspreading in uniform layers with motor grader F.Eloader on a prepared base and compacting withvibratory roller to achieve desired density (as perI.S.2720) including all material, labor, machinery,lighting guarding, barricading and maintenance ofdiversion complete.[MoRTH specification : Clause401]. By mechanical means. For Grading II Material

Providing concrete for plain/reinforced concrete inopen foundations complete as per drawings andMoRTH specifications Clause 1702, 1703, 2102 &2104 P.C.C grade M 10 Nominal mix 1:3:6

Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30(Grade), thickness as per design, over a prepared subbase, with 43/53 grade cement as per Clause 602,coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 31.5mm, mixed in a in fully automatic Batching Plant andtransported to site in transit mixer for havingcontinuous agitated mixer, manufactured as perapproved mix design including pumping of R.M.C. fromtransit mixer to site of laying , with all lead and liftincluding cost of admixtures in recommended portionas per IS 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength anddurability as per direction of Engineer in charge laidwith a Fixed Form Paver (laying and fixing of 150micron thick polythene Film and finished in continuousoperation including provision of contraction andexpansion, construction joints, applying debondingstrips, primer, sealant near approaches tobridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days usingwater finishing to lines and grade as per drawing andMoRTH Specification Clause 602 including vaccumdewatering process with all required equipments(Dowel Bars will be paid seprately).

Marking Centre Line and stop lines etc. on road as perIRC pattern with thermoplastic paint of approvedquality and make with 8% glass beads laid on the roadsurface at temperature 160" C with a special applicatormachine complete with a special applicator machinecomplete with labour material and traffic diversion arrangements.

Direction and Place Identification signs with size morethan 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheetingvide Clause 801.3.1, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm supported ondia GI Pipe firmly fixed to the ground by means ofproperly designed foundation with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm belowground level as per approved drawing and MoRTHSpecification Clause 801

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause801.3.1, fixed over aluminium sheeting, 1.5 mm thicksupported on GI pipe 50 mm dia firmly fixed to theground by means of properly designed foundation withM-15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per drawings andMoRTH Specification Clause 801 900 mm equilateral triangle

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause801.3.1, fixed over aluminium sheeting, 1.5 mm thicksupported on GI pipe 50 mm dia firmly fixed to theground by means of properly designed foundation withM-15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per drawings andMoRTH Specification Clause 801 600 mm equilateral triangle