Construction and Commissioning of Fecal Sludge Treatment Plant of Capacity 18.00 KLD at Jugsalai Nagar Parisahd, Jharkhand followed by Operation and Maintenance including desludging operations for 5 years.

Excavation in soil by manual means (Excavation for roadway in soil using manuyal means including loading in truck for carrying of cut earth to embankment site with all lifts and leads upto 1000meters.)

Wet Mix Macadam (Providing, laying,spreading and compacting graded stone aggregates to WMM specification including premixing the materials 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/basecourse on well prepared surface and compacting with vibratory roller to achieve desired density. with vibratory rollar

Granular sub base with coarse graded material.Construction of Granular sub base by providing coarse graded material,spreading in uniform layers with moto grader on prepared surface,mixing by mix in place method with rotavator at OMC nad comapacting with vibratory rollerf to achieve desirede density,complete as per Clause 401. (ii)for grading II material

Cement Concrete Pavement ( Construction of un-reinforced , dowel jointed , Plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum , coarse and fine aggregate confirming to IS: 383, maximum size of coarse aggregate not exceeding 25mm mixed in a bacthing and mixing plant as per approved mix desing , transported to site laid with a fixed or lip form paver spread compacted and finished in a continous operation including provision of contraction , expansion construction and logitutednal joints , joint filter , seperation membrane sealant primer joint sealant debonding strip dowel bar tie rod admixture as approved curing compound finishing to lines and grades as per drawing

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50M. Including all lifts with leveling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design and per building specification and direction of E\I.

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I (Mode of measurement compacted volume).

Providing coarse clean sand in filling in foundation trenches including ramming & watering in layers not exceeding 150mm thick with all leads & lifts including cost of all materials, labour, royalty & taxes all complete as per building specs.and direction of E/I.

Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75B Brick work in C.M (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.