PROVIDING STORM WATER DRAINAGE LINE AT RUI,BHAGWAN BABA NAGAR TO MARUTI TEMPLE C.D.WORK, FOR BARAMATI MUNICIPAL COUNCIL, BARAMATI, DIST

Providing ISI stanard RCC pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes (central and local), inspection charges transport to departmental store, site, unloading and stacking etc. complete.Note - One rubber ring should be supplied with each full length socketed pipe, cost included in rates below. (MJP DSR P. No. 109 It.No. 1 e)

R.C.C. NP3 Class

a) 600 mm dia

Excavation for foundation / pipe trenches in earth, soils of all types sand, gravel and soft murum, hard murum, boulders, WBM roads including removing the excavated materials up to a distances of 50 m and lifts as below, stacking and spreading as directed, normal dewatering preparing the bed for foundation and excluding back feeling etc. complete (MJP DSR P.No.37, It.No.1,2,3) Lift upto 1.50 m

Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below, staking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc., complete. (MJP DSR P.No.37 It.No.5) Lift 0 to 1.50m

Excavation for foundation/pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling by machanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 m beyond the area and lift as below, stacking as directed, by Engineer-in-charge, normal dewatering, excluding backfilling etc., complete by all means.(MJP DSR P.No.38 It.No.7) Lift 0 to 1.50m

Filling in plinth and floors murum bedding in trenches with available murum for foundation in 15 cm to 20 cm layer including watering and compaction complete.(MJP DSR P.No.41 It.No.16)

Lowering, laying and jointing in proper and alignment R.C.C. pipes with collar joints in C.M. 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubbering or R.C.C. collar), including cost of coveyance from stores to sight of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by enginer incharge.(MJP DSR P.No.110 It.No.2 & 3)

a) 600 mm dia

Storm Water chamber with precast steel fibre reinforced concrete Heavy Duty frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. (MJP DSR P.No.284 It.No.3 E) Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 1.20 x 1.20 M internal size and depth upto 1.20 M with S.F.R.C. frame and cover of Size 540 mm dia fixed in RCC slab.