need help on this question please

a) Figure Q3(a) shows the footing layout plan, footing and stump details. Carry out taking off quantities for the footing and stumped FI/CI and F3/C3 if the ground floor level is 3.45 m and top of footing level is 1.5 m.

(20 marks)

Notes: R6 - 0.222 kg/m

TIO - 0.616 kg/m

T12 - 0.888 kg/m

Assuming cover = 25 mm for footing and stump

You can make all the necessary and reasonable assumptions where applicable

b) Further, prepare the bill of quantity for this foundation FI/CI and F3/C3 if the rate for this project is as below

Excavation RM 23.30/m3

Filling RM 1.45/m3

Lean concrete RM 50.0/m2

Concrete RM 182.00/m3

Reinforcement RM 3.20/kg (all diameter mild steel)

Formwork RM 17.50/m2

NIVOTTORIO MARCA CONFIDENTIAL r/ca OF COLUMN PORT 14/02 FWC2 SO ISO DRUGE Tud ZER GROUND ROORLEVR F/ca UIT /s E/ F/ TOPOF FOOT ant TRENGER SONRA LORTFOLIO DROWTIME -LISEL ONE SEGRE TRE PLAN SECTIONALA /cs Faye COLUMHW ya C1 C2 FLOOR 0 FI/C! Poor FF WHERE TES 417 113 125 128 1722 B D 0 0 C - H-175 + 2000 12 RE-173 775 1150 -135 190 DC SRE Figure Q3(a): Footing layout plan PAO FOOTC NO FOTOMOS RDCORCEMENT OM DVD TES Ft 790 ITID T10-200 T10-200 To-20 10-200 12 ke 250 mo 1200 230 TID-200 T10-200 F4 13.00 300 TID-178 T10-17 TID FOOTING REINFORCEMENT SCHEDULE Figure Q3(a): Footing and stump detail