SPECIAL REPAIR OF BOUNDARY WALL, GATE, HARD STANDING FOR BUILDING NO WB-286 AND WB-287 MES OFFICER ACCN UNDER GE (MCTE) MHOW

Excavation in trenches, n. exc 1.5 m wide and n.exc 1.5 m deep in soft/ loose soil and getting out complete all as specified and directed.

Excavation in trenches, n exc 1.5 m wide and exc 1.5 m but nexc 3 m deep in soft/loose soil and getting out complete all as specified and directed.

M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) mass concrete as in foundation filling and mass concrete complete all as specified and directed.

M&L for RCC type A1 (1:1.5:3) using 20mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M&L for RCC type A1 (1:1.5:3) using 20mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed.

Form work to sides & soffits of plinth beam and sides of footings getting rough finished surfaces of concrete complete all as specified and directed.

Form work to sides of columns getting rough finished surfaces of concrete complete all as specified and directed.

M&L for MS "TMT" bars 10mm dia and over in reinforcement, cut to length, bent to shape required including crnaking, bending sprially for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with chips complete all as specified and directed.

All as per Srl item No. 8.00 above but for 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.

Removing excavated materials (soil) to a distance .n exc. 150 m and deposting where directed, at a level n.exc. 1.5m above the starting point complete all as specified and directed.