Patch repair works in Zone 23 area, JDA Jaipur

Excavation in Cutting in Soil Excavation in Soil using Hydraulic Excavator andTippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulicexcavator of 0.9 cum bucket capacity includingcutting and loading in tippers, trimming bottomand side slopes, in accordance with requirementsof lines, grades and cross-sections, andtransporting to the embankment location with a liftupto 1.5 m and lead upto 1000 m as per MoRTHSpecification Clause 301.3

Carriage of material from quarry / crusher towork site including loading, unloading andstacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 10 Km.

Granular Sub-base with Well Graded Material(Table 400.1) By Mix in Place MethodConstruction of granular sub-base byproviding well graded material, spreading inuniform layers with Tractor Mount Grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve the desired density, complete as perMoRD Specification Clause 401. For Grading I Material

For Grading II Material

Wet Mix Macadam Providing, laying, spreading and compactinggraded stone aggregate to wet mix macadamspecification including premixing the material withwater at OMC in mechanical mixer (Pug Mill),carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on awell prepared sub-base and compacting withsmooth wheel roller of 80 to 100kN weight toachieve the desired density including lighting,barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and MoRDSpecification Clause 406. By Mechanical Meanswith 1 km lead

Prime Coat Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granularbase(WBM/WMM) including cleaning of roadsurface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRTHSpecification Clause 502

Tack Coat Providing and applying tack coat with Bitumenemulsion (RS-1) using emulsion distributor at therate of 0.20 to 0.30 kg per sqm on the preparedbituminous surface cleaned with Hydraulic broomas per MoRTH Specification Clause 503.

Providing and applying tack coat with Bitumenemulsion (RS-1) using emulsion distributor at therate of 0.25 to 0.30 kg per sqm on the preparedgranular surfaces treated with primer & cleanedwith Hydraulic broom as per MoRTH SpecificationClause 503.

Providing and laying dense graded bituminousmacadam with 100-120 TPH batch type HMPproducing an average output of 75 tones perhour using crushed aggregates of specifiedgrading, premixed with bituminous binderminimum @ 4.0 & 4.5 percent by weight oftotal mix and filler, transporting the hot mix towork site, laying with a hydrostatic paverfinisher with sensor control to the requiredgrade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as per MoRTHSpecifications Clause 505 complete in allrespects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size))

Providing and laying bituminous concrete with100-120 TPH batch type hot mix plantproducing an average output of 75 tonnes perhour using crushed aggregates of specifiedgrading, premixed with bituminous binderminimum @ 5.2 & 5.4 per cent of mix and filler,transporting the hot mix to work site, layingwith a hydrostatic paver finisher with sensorcontrol to the required grade, level andalignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve thedesired compaction as per MoRTHSpecifications Clause 507 complete in allrespects for Grading-II(13 mm nominal size) Bitumen (VG-30)