05/SE-VII/2022-23

Amount

E/w in strengthening bank and laying good earth in internal section in 30cm layers including ramming & dressing after compaction by mechanical equipment’s to achieve 65% DBD 4138-54 relative density in non cohesive soil and 95% O.M.C. in cohesive soils and dressing the surface to the required level and slopes from the earth borrowed from distance of 0-3 Km. as per direction of the Engineer.

Excavation of earth including loading, unloading, disposal and dressing of excavated earth within initial lead of 30m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect for coping and Transverse sleeper and foundation wall and lip cutting.

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, coarse sand mixed with pebbles, small boulders and highly weathered rock.

Supplying and laying of LDPE film of 200 micron a(IS 2508- 1984) on Transverse sleepers and subgrade including Jointing of LDPE film as per specifications including all leads, lifts and cost of all construction material, jointing etc. complete in all respects.

Providing and laying Fiber reinforced Cement concrete lining of mix M-15 with up to 20 mm size well graded crusher broken stone aggregate, laid as per specifications including all leads, lifts of all construction materials including rendering and curing etc. complete for canal bed and sides of 7.5 cm thickness. Fibers are added @ 125 gm /50 kg cement bag.

Cement concrete (1:2:4) M-15 with 40 mm aggregate well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 40mm.

Filling of construction joints with sealing compound 85/25,asbestos and sand mixture including painting the concrete Transverse sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads, lifts of all construction materials including cost of sealing compound, complete in all respect.

Side shuttering including propping etc. complete (to achieve finish F 2) for face wall, Retaining wall up stream or down- stream slope facings of dams and open faces of construction joints etc.

Providing and laying the water stop seal of 45x44 mm with paver m/c and painting the concrete Transverse sleepers below lining panel as per specification provided in IS: 3384- 1986 and all leads, lifts of all construction materials including cost of PVC water stop seal sealing compound, complete in all respect.

Pitching boulder (20 to 40 kg. weight per cum)both side up and down stream internal surface of canal as per drawing.

PCC work 1:3:6(M10)with cement, coarse sand, stone ballast including cost of material, labour etc. complete.

Class 150 Brick work in 1:4 including 3 M lift and 60 M lead including all cost of material, labour, T&P etc. complete.

Flush Pointing on brick work in cement mortar1:3

25mm thick PCC 1:2:4 plain cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone laid in panels finished with 3 mm flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 75 mm thick base concrete consisting of cement local sand and brick ballast 40 mm gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joint of panels if any and giving them a uniform finish including supply of all materials labour and T&P. (without base concrete ).

Centering and shuttering For R.C.C. Work including rent of shuttering & all cost of labour and material T&P etc.

M/S PRATAP NIRMAN SANSTHAN

M/S Krishna Construction