SPECIAL REPAIR FOR APPROX 250MTRS WALL INCLUDING RETAINING WALL AT MIRAN SAHIB UNDER PARA-35 OF DWP 2020

Earth work in excavationby mechanical means (Hydraulic excavator)means over areas up to 5.10m deep incl trimming side and levelling bottom sufrace etc including getting out and disposal of excavated earth lead exceeding 100 m completed all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m,completed all as specified and as directed.

Ditto as as per item sl no 1 herein before but exceeding 1.5m in depth but not exc 3m in depth additional 1.5m or part thereof in depth beyond the 1st 1.5m completed all as specified and as directed.

Cement concrete of type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete completed all as specified and as directed.

M&L for walling of random rubble stone masonary, uncoursed well bounded, bedded and solidly hearted in CM 1:6 completed all as specified and as directed.

Extra over stone walling for hammer dressing to face stones and dressing not exc 40mm (front face only) of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses completed all as specified and as directed.

M&L for raised pointing to random rubble masonary course or uncoursed brought upto course in CM 1:4 completed all as specified and as directed.

M&L for providing precast cement concrete, 1:3:6, type C-1 (20 mm graded aggregate) as in PCC bonders set in CM 1:6 completed all as specified and as directed.

M&L for Boulder filling dry, hand packed as back fill to retaining wall completed all as specified and as directed.

Supply only 75 mm bore low density polyethylene pipe PVC SWR of pressure rating 6 kg f/Sq. cm laid for the purpose of weep holes all as spd. completed all as specified and as directed.