SASR Norms & Standards Vol 2 new.indd - Sport and Recreation ...

Concrete Formwork & Reinforcement
149
Concrete Formwork
& Reinforcement
ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT
15 Ditto to falls. m2 80 15.00 1,200.00
16 Strike off and cure top surface of concrete and power fl oat to a smooth
uniform level.
FORMWORK, ETC. TO CONCRETE
General formwork (use and waste) to:
m2 621 16.00 9,936.00
15 Soffi ts of slabs m2 603 90.00 54,270.00
16 Sides and soffi ts of beams. m2 576 90.00 51,840.00
17 Sides of inverted beams. m2 59 90.00 5,310.00
18 Sides of square or rectangular columns. m2 224 94.00 21,056.00
19 Raking soffi t of stairs m2 26 120.00 3,120.00
20 Edge not exceeding 150 mm high. m 85 23.80 2,023.00
21 Risers exceeding 150 mm and not exceeding 300 mm high. m 83 27.20 2,257.60
22 Raking spandril edge of stairs
SLEEVES, SLIP JOINTS etc.
m 29 27.20 788.80
23 50 mm Diameter sleeves through 220 mm thick reinforced concrete
beam.
No. 8 4.25 34.00
24 110 mm Diameter sleeves through 175 mm thick reinforced concrete
slab.
No. 4 6.80 27.20
25 Slip joint comprising two layers of 3 mm tempered hardwood with
well greased abutting surfaces between concrete and brick bearing
surfaces not exceeding 230 mm wide.
m 120 18.70 2,244.00
EXPANSION JOINTS
Expansion joints with polysulphide sealant fi lled into joints in concrete surfaces : (Provisional)
26 3 mm Wide x 40 mm deep saw cut joint.
HOISTING INTO POSITION AND FIXING OF STEEL
REINFORCING (Provisional)
m 212 20.40 4,324.80
27 Mild tensile steel reinfrocing bars in various lengths. t 2 8,450.00 16,900.00
28 High tensile ditto.
HOISTING INTO POSITION AND FIXING STEEL MESH
REINFORCING (Provisional)
t 28 8,450.00 236,600.00
29 Mesh Ref. 193 m2 995 27.00 26,865.00
30 Mesh Ref. 345 m2 5 43.00 215.00
SUB-TOTAL TO COLLECTION Rand 439,011.40
ITEM DESCRIPTION
CONCRETE FORMWORK & REINFORCEMENT
COLLECTION
UNIT QUANTITY RATE AMOUNT
Total from Page Number 8 309,241.00
Total from Page Number 9 439,011.40
TOTAL TO SUMMARY Rand 748,252.40