ABSTRACT
Permanent casings; each length not exceeding 13m 450mm diameter piles – – – – m 66.15 600mm diameter piles – – – – m 90.00 750mm diameter piles – – – – m 112.50
Permanent casings; each length exceeding 13m 450mm diameter piles – – – – m 65.00 600mm diameter piles – – – – m 95.50 750mm diameter piles – – – – m 115.00
Enlarged bases diameter 1400mm; to 450mm diameter piles – – – – nr 230.00 diameter 1800mm; to 600mm diameter piles – – – – nr 280.00 diameter 2100mm; to 750mm diameter piles – – – – nr 315.00
Cutting off surplus lengths 450mm diameter piles – – – – m 24.00 600mm diameter piles – – – – m 34.00 750mm diameter piles – – – – m 40.50
Preparing heads 450mm diameter piles – – – – nr 25.50 600mm diameter piles – – – – nr 45.00 750mm diameter piles – – – – nr 61.00 Collection from around pile heads of spoil accruing from piling operations and depositing in spoil heaps (For final disposal see Class E – Excavation Ancillaries) – – – – m3 3.00
Labour Total hours £ £ £ rate £
CAST IN PLACE CONCRETE PILES – cont
Reinforcement; mild steel Straight bars, nominal size
6mm – – – – t 500.00 8mm – – – – t 500.00 10mm – – – – t 500.00 12mm – – – – t 500.00 16mm – – – – t 500.00 25mm – – – – t 500.00 32mm – – – – t 500.00 50mm – – – – t 500.00
Helical bars, nominal size 6mm – – – – t 550.00 8mm – – – – t 550.00 10mm – – – – t 550.00 12mm – – – – t 550.00
Reinforcement; high tensile steel Straight bars, nominal size
6mm – – – – t 650.00 8mm – – – – t 650.00 10mm – – – – t 650.00 12mm – – – – t 650.00 16mm – – – – t 650.00 25mm – – – – t 650.00 32mm – – – – t 650.00 50mm – – – – t 650.00
Helical bars, nominal size 6mm – – – – t 650.00 8mm – – – – t 650.00 10mm – – – – t 650.00 12mm – – – – t 650.00
Couplers; Lenton type A; threaded ends on reinforcing bars
12mm 0.09 10.68 – 6.56 nr 17.24 16mm 0.09 10.68 – 7.73 nr 18.41 20mm 0.09 10.68 – 11.45 nr 22.13 25mm 0.09 10.68 – 15.75 nr 26.43 32mm 0.09 10.68 – 21.61 nr 32.29 40mm 0.09 10.68 – 29.58 nr 40.26
Couplers; Lenton type B; threaded ends on reinforcing bars
12mm 0.09 10.68 – 20.65 nr 31.33 16mm 0.09 10.68 – 23.97 nr 34.65 20mm 0.09 10.68 – 26.67 nr 37.35 25mm 0.09 10.68 – 30.67 nr 41.35 32mm 0.09 10.68 – 41.60 nr 52.28 40mm 0.09 10.68 – 60.84 nr 71.52
Labour Total hours £ £ £ rate £
PREFORMED CONCRETE PILES
General Preparing heads
235× 235mm piles – – – – nr 29.33 275× 275mm piles – – – – nr 40.05 350× 350mm piles – – – – nr 61.59
TIMBER PILES
Douglas Fir Cutting off surplus lengths
cross-sectional area: 0.025-0.05m2 – – – – nr 2.75 cross-sectional area: 0.05-0.1m2 – – – – nr 4.75 cross-sectional area: 0.1-0.15m2 – – – – nr 6.15 cross-sectional area: 0.15-0.25m2 – – – – nr 12.00
Preparing heads cross-sectional area: 0.025-0.05m2 – – – – nr 2.75 cross-sectional area: 0.05-0.1m2 – – – – nr 4.75 cross-sectional area: 0.1-0.15m2 – – – – nr 6.15 cross-sectional area: 0.15-0.25m2 – – – – nr 12.00
Greenheart Cutting off surplus lengths
cross-sectional area: 0.025-0.05m2 – – – – nr 5.50 cross-sectional area: 0.05-0.1m2 – – – – nr 10.00 cross-sectional area: 0.1-0.15m2 – – – – nr 12.50 cross-sectional area: 0.15-0.25m2 – – – – nr 22.50
Preparing heads cross-sectional area: 0.025-0.05m2 – – – – nr 5.50 cross-sectional area: 0.05-0.1m2 – – – – nr 10.00 cross-sectional area: 0.1-0.15m2 – – – – nr 12.50 cross-sectional area: 0.15-0.25m2 – – – – nr 22.50
ISOLATED STEEL PILES
Steel bearing piles Steel bearing piles are commonly carried out by a Specialist Contractor whose advice should be sought to arrive at accurate costing. However the following items can be used to assess a budget cost for such work. The item for number of pile extensions includes for the cost of setting up the rig at the pile position together with welding the extension to the top of the steel bearing pile. The items for length of pile extension cover the material only, the driving cost being included in Class P.
