PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP MORGAON SIDHHARTNAGAR AT-MORGAON

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 & spreading as directed by Engineer-in-Charge normal dewatering, preparing the bed for foundation and excluding back filling etc complete a) For depth 0 m to 1.50 m

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 1.50m

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation asphalt road including removing the excavated material 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

Excavation for Foundation / Pipe trenches in hard rock including, removing the excavated material upto a distance of 50 m beyond the area & lifts as below staking as directed by Engineer-in-Charges normal dewatering, and exluding 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 pipes 57.10 kg/m as per current DSR P NO 43) (RS 394+Rs153=Rs 444.00)

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

a) For 450 mm-Np2 pipe (IS weight of pipes 169.90 as per current DSR P NO 43) (RS 294+Rs878=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 m at top a depth of 5.00 a) For depth upto 0.50m

a) For depth upto 1 m

a) For depth upto 1.5 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

Maintenance of WBM/CARPET road including filing up of pot holes, ruts and rextifiying corrugated surface, damaged edge and ravelling etc compelete

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

Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats

Providing and fixing board displaying informaton such as name of the work tendar cost name of contractor work completion and liability period etc, having rectangular shape of 1.20m x 0.90 m size made out of 18

GST Charges 18 % (On Work Portion)