3/1

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

PERIMETER WALL

SUBSTRUCTURES

(All provisional)

A Clear site of all debris, shrubs and bushes 50 SM 150 7,500

B Excavation to remove top soil average depth, 250mm and cart away 13 SM 250 3,250

C 45 CM 250 11,250

D Load and cart away surplus excavated materials 30 CM 250 7,500

Disposal of water

E ITEM 20,000

Planking and Strutting

F ITEM 20,000

Concrete Work

Blinding concrete class 15 as described

G 50mm thick to foundation strips and bases 30 SM 1,200 36,000

H Reinforced Concrete Class 20/20

I Strip foundations 6 CM 12,000 72,000

J Vertical Columns 2 CM 12,000 24,000

K Column bases 2 CM 12,000 24,000

Formwork

L Sides of foundation strips and bases and vertical columns 70 SM 450 31,500

Steel Reinforcement Bars: -

M 8mm diameter steel bars 135 KG 150 20,250

N 10 mm diameter ditto 125 KG 150 18,750

O 12 mm diameter ditto 195 KG 150 29,250

P 16 mm diameter ditto 280 KG 150 42,000

Mass excavation depth not exceeding 1.50 metres to bases and strip footings

Allow for keeping all excavation free from water by pumping, bailing or by other means necessary

Allow provision and subsequent removal of planking and strutting to uphold and maintain all faces of excavations

3/2

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

Carried to forward 367,250

Brought forward 367,250

Walling as described:-

A 200 mm thick natural stone on cement sand mortar(1:3) 150 SM 1,200 180,000

B Chainlink fence

C 16 No. 900 14,400

D Provide and tighten barbed wire at 600 mm centres through srad holes 150 LM 250 37,500

E Provide and tighten 1500 mm high chainlink 75 SM 500 37,500

Provide 40 x 40 x 4mm x 2 metre long angles complete with strand holes at 600 mm centres , lagging and curved at the top all to details

3/3

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

TOTAL FOR PERIMETER WALL CARRIED TO GRAND SUMMARY 636,650