PROVN OF PATHWAY BEHIND LOGISTICS OFFICE TO RAQAS AT NISC INS DEGA VISAKHAPATNAM

Amount

Schedule 'A' Part -I

Surface excavation in soft/ loose soil n exc 30 cm deep and averaging 15 cm deep and getting out.

Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed.

M&L for hardcore of broken stone or boulders gauge n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface.

M&L for 75 mm thick PCC type B 2 1:2:4 using (40mm gradded aggregate) as in sub base.

M&L for 15 mm thick screed bed or bedding layer of cement mortar (1:4) for laying floor finishes .

M&L for chequered cement concrete tiles 30cm x30cm x20-25 mm thick set, jointed and pointed in neat cement slurry in floors with grey cement and pigments.

M & L for Plain Cement Concrete Type C1, 1:3:6 (using 20 mm graded stone aggregate) cast in situ in lintels up to 1.5m clear span, cills,steps and other similar bands, plinth courses, string course,lacing course, parapets and railings upto 60cm in height, copings, kneelers,apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed.

RAGHU RAMA PANDA

VIJAY VINAYAKA INFRA

SRI THULASI TECH

SAI KRISHNA ASSOCIATES

M/s DVSSRAV PRASADA RAJU

JAYASREE ENTERPRISES

N V S S K N SIVA PRASAD