Replacing Drainage line Near Patani Complex at.Kabadipura in Ward No.21

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.(SSR No. 46.13)

Excavation for Trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) (SSR No. Section E Particular No - 1)

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge. normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) Lift 0 to 1.5 M

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15cm layers with all leads and lfts including consolidation, surcharging, etc. complete. (SSR No. As Per Rate Analysis)

Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4 proportion 23 cm thick, plastering with smooth finish in CM 1:2 proportion, fixing S.F.R.C. frame and co ver ( Excluding cost of SFRC Cover) including cost of all materials and labour, etc. complete.(SSR No. As Per Rate Analysis)

Transportation of surplus material from work site to any disposal place as directed by the Engineer - in - charge with a lead of ___3.00____ km including and stacking etc. complete. (SSR No. As Per Rate Analysis)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material(SSR No. 3.23)

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. (SSR No. 5.01)

Royalty as per govertment of maharastra revenue and forest departmentsgazettle no 67 date 15 may 2015 ( charges for metal, sand, murum )…etc complete. (SSR No. As Per Rate Analysis)