Rajolibanda Diversion Scheme

Excavation in all kinds of soil including boulders upto 0.30 m dia for canal, seating of embankment, filter drains/catch water drainsetc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road/embankment as directed etc., complete with initial lead upto 1 km and all lifts.

Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinary, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with intial lead upto 50 m and all lifts.((Cement content : 260 kg/cum with use of super plastisicisers (0.4% by wt. of cement), CA:0.90 cum, Blending ratio of CA-50:30:20, FA-0.40 cum)

Rates for RCC S/s 600 mm dia NP-3 Pipes (Non Pressure)

Laying and jointing 600 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Sub/Super structure works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 280 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.45 cum)

Providing homogeneous Embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials ,machinary,labour, all other operations such as excavation sorting out, transportation, spreading in layers of specified thickness, breaking clods , sectioning etc., complete with intial lead upto 1km and all lifts.