Reconstruction of Existing Collapsed Retaining Wall near Post Office Gate at Bn HQ, Aizwal 2 Assam Rifles

Amount

SCHEDULE ‘A’ Part-VII ( Retaining Wall) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom,lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtrs. all kind of soil, as directed by Engineer-in-charge

M&L for providing Cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

M&L for Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with CM 1:6

M&L Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

M&L for Raised and cut pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3

Supplying and stacking at site 90 mm to 45 mm size stone aggregate

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Providing and fixing on wall face unplastered Rigid PVC rain water pipe etc (use 75 mm diameter)

ABDUL KADIR ENTERPRISE

M/S R T Traders