Greater Bareilly Aawasiya Yojana ke Sector-07 mein aantrik vikas karya ke antargat sewer line, water line, RCC drain, electrical trench, park, boundary wall tatha sadak nirman karya.

Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. including royality. P.W.D. SOR 2026Item No. 251

Add to items (251 to 254 for every additional 30m. lead or part of 3.0m. Or for every additional 1.5m. Lift or part of 1.5m.

Add to items (251 to 253 for every additional 30m. lead or part of 4.5m. Or for every additional 1.5m. Lift or part of 1.5m.

Earth work in filling in ordinary soil including leveling dressing and ramming and also including cartage 4.00 Km distance Including loading unloading cost of earth royalty etc. all complete as per direction of E/I Excluding royality Analysis

Extra for machnical compection of Earth including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete. P.W.D. SOR 2026 Item No. 253a

Construction of granular sub base (G.S.B.) by providing close 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 vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate)

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate)

Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)

First layer of DBM 50mm thick Providing and laying dense graded bitumenous concrete(DBM) with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504 (Analysis Rate)

Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate)