1.PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP KATEWADI GAON INTERNAL AT-KATEWADI 2.PROVIDING AND LAYING DRAINAGE LINE FOR GP KATEWADI MAGASWARGIY WASTI AT-KATEWADI

1.PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP KATEWADI GAON INTERNAL AT-KATEWADI Excavation for foundation / pipe trenches in earth,soil of all types. sand, gravel and soft murum, hard murum .HMB.WBM roads including removing the excavated material upto a distance of 50 m. beyond the area and spreading as directed by Engineer-in-Charge normal dewatering,preparing the bed for foundation and excluding back filling etc complete

Excavation for foundation / pipe trenches in hard MURUM & BOULDERS WBM road removing the excavated material upto a distance of 50 m. beyond the area & lifts as below stacking as directed by Engineer-in- Charge normal dewatering, and excluding back filling etc complete a) For depth 0 to 1.50 m

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation asphalt road including removing the excavated material upto a distance of 50 m. beyond the area & lifts as below stacking as directed by Engineer-in-Charge normal dewatering, and excluding back filling etc complete

Providing murum bedding / filling in plinth and floors.in trenches with approved murum from excavated materials in 15 to 20 cm layers including watering compaction etc. complete.

Providing lowering laying & jointing of following class and dia suitable for rubber ring joints. including all taxes ( Central & Local) inspection charges. transporting to departmental stores / site unloading and stacking etc Complete a) For 250 mm-Np2 Pipe (IS weight of pipes57.10 Kg/m as per current DSR P NO 43) (Rs 394+Rs 153 = Rs 444.00)

a) For 300 mm-Np2 Pipe (IS weight of pipes 92.25 KG/M as per current DSR P NO 43) (Rs 510+Rs185=Rs 444.00

Providing & Constucting the sewer lines B.B.Masonry circular manhole with an eccentric cone 1.20 m dia at bottom and 0.50 m dia at top upto a depth of 2.00 m and 1.50m dia at bottom and 0.50 mat top a depth of 5.00 m with 23 cm thick brick work upto depth 2.00 m from top of manhole and 35 cm thick brick work upto depth 5.00 m next depth of chamber and for depth upto 9.00 m, 23 cm thick brick work upto depth 2.00 m from top of manhole 35 a) For depth Upto 0.50 m

a) For depth Upto 1 m

Refilling the trench with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layer with consolidation surcharging etc. Complete

Providing & supplying in std length isi mark pipe 90 mm dia pvc pipes 4kg /cm'2 etc complete