Const of Turf Pitch at Shartgund Payeen Play Field

Earthwork in excavation by manual means in trenches for foundation drains pipes etc not exceeding 1.5mtr in width and not exceeding 10 sqm on plan depth upto 1.5mtr including backfilling of soil & disposal of excavated soil to be leveled and neatly dressed within 25mts lead.

Consolidation of Pitch base to required gradient and x-section using PRR of 8-10t to achieve the required density

S/L of stone solling in trenches hand packed of size not more than100mm incl. consolidation with PRR 8 tonn capacity

S/L of coarse sand incl. sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50mm in depth and surface to be flooded with water incl. carriage of sand from near source

S/L of sandy loom (mixture of fine sand and fine clay) in ratio 1:10 to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator

S/L of top layer of earth having highest clay content available to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator