S/R to Bramhani gaon to Pandasuni ghat road from 0/000km to 2/000km such as cutting and disposal of damaged road crust and laying GSB, WMM,BM and SDBC for the year 2024-25

Scarifying the existing bituminous road surface to a deepth of 50mm and disposal of scarified materials within all lifts and leads upto 1000 meter complete including cost of all labour ,hire and running charges of all machineries , T&P ,sundries etc.complete as per directiion of Engineer-in-charge.

Re-working the scarified bituminous surface suitably after supplementing the base materials with sand and water compacting with PRR including hire and running charges of PRR with cost of all materials and labour T&P sundries etc complete as per clause 501:8.3.2 of MoRT&H specification for road and bridges work etc. complete as directed by Engineer-in-charge.

Excavation for road work in soil with Hydraulic excavator of 0.90 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 within all lifts and lead upto 1000mtrs as per direction of Engineer-in-charge.

Construction of Granular Sub-base by providing crose graded granular sub-base Grading-III material as per table 400-1,spreading in unifrom layers with motor grder on prepared surface mixing by mix place method with rotavator at OMC. and compacting with Viratory roller to achieve the desired density complete as per clause no.401 of MoRT&H specification for road & bridge work (4th revision) .

Providing,laying,spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix. Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with Vibratory roller to achive the desired density as per clause 406m of MORTH specification for road and bridge works etc. complete.

Providing applying Primer coat with bitumen emulsion surface of granular base including clearing surface and spraying primer at the rate of 0.60 Kg per sqm. on the prepred bituminous surface cleaned with mechanical broom as per clause 502 of MoRT&H specification for road & Bridge works (4th revision)

Providing and applying tack coat with bituminous emulsion pressure distributor at the rate of 0.20 Kg per sqm. on the prepred bituminous / granur surface cleaned with mechanical broom as per clause 503 of MoRT&H specification for road & Bridge works (4th revision)

Providing and laying Bituminous Macadam with Batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transported to site,laid over a previously prepared surface with Mechanical paver finisher to the reqd. grade,level and alignment and rolloing with smooth Wheeled Vibratory and Tandom Rollers to achieve the desired compaction including all cost of materials and labour T&P etc.reqd.for the work and including hire and running charges of PRR etc. complete as per as per clause 504 of MoRT&H specification for road & Bridge works (4th revision)

Providing and laying Semi Dense Bituminous Concrete with 100 to 120 TPH batch type Hot Mix Plant producting and average out put of 75 tonne per hr using crushed aggregates of specified grading premixed with bituminous binder of 4.5 to 5 percent of mix and filler transported to site,laid over a previously prepared surface with a Mechanical Paver Finisher with Sensor control to the reqd. grade,level and alignment and rolloing with smooth Wheeled, Vibratory and Tandom Rollers to achieve the desired compaction including hire and running charges of PRR with all cost of materials and labour T&P etc. complete as per clause 508 of MoRT&H specification for road & Bridge works (4th revision)

Providing compacted granular materials in shoulder by using Moorum having required P.I value or sand admixture if required in Sub-Base with well watering and compacting by PRR including hire and running charges of PRR with all cost of materials and labour T&P etc.complete as directed by Engineer-in-charge..