Pushkaralu 2027

Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

(Excavation for Structures- Mechanical Means) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m

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, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 1 Km and all lifts.(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Manufacturing and supply of Ladies Dress changing compartments on Pushkar Ghasts of size 2.0 X 1.2 M and 3.00 M Hight with 80 MM square pips and GI Sheets on sides and Top with GI sheet Door of size 2.5m x 3m and fixing into floor with 0.3X0.3X0.45 M15 concrete pedastals and all other necessary fittings, weldings and installing as per directions of the engineer in charge

Supply and erecting fencing of section having size 2450 mm in height from ground level and 1200mm width by using angle iron size 50x50x6mm erected in CC foundation 15x15x40cms deep. The section of the frame shall be fitted with flat iron supports of size 25x6mm on top, bottom and middle and chain link jali of 8 SWG G.I to the angle iron at every distance of 30 cms by iron studs complete duly painted with one coat of red oxide and two coats of aluminium paint.

Supplying and fixing railing using 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings, vertical posts placed at 1.20m center to center and each post of height 0.915m above ground level and 0.38 m below ground level and 2no.s harizontal pipes as per approved drawing including the cost of pipe & its fittings &labour charges complete.