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030 DO Zoro WS (070) (-2.00) (250) ED2 1200) 4300) -1.60 2.50 2.50 2.60 150 0x70 2.50 QCXOE 30 x 70 30x70 2.60 Determi

Posted: Tue Apr 26, 2022 1:21 pm
by answerhappygod
030 Do Zoro Ws 070 2 00 250 Ed2 1200 4300 1 60 2 50 2 50 2 60 150 0x70 2 50 Qcxoe 30 X 70 30x70 2 60 Determi 1
030 Do Zoro Ws 070 2 00 250 Ed2 1200 4300 1 60 2 50 2 50 2 60 150 0x70 2 50 Qcxoe 30 X 70 30x70 2 60 Determi 1 (151.96 KiB) Viewed 20 times
030 Do Zoro Ws 070 2 00 250 Ed2 1200 4300 1 60 2 50 2 50 2 60 150 0x70 2 50 Qcxoe 30 X 70 30x70 2 60 Determi 2
030 Do Zoro Ws 070 2 00 250 Ed2 1200 4300 1 60 2 50 2 50 2 60 150 0x70 2 50 Qcxoe 30 X 70 30x70 2 60 Determi 2 (114.82 KiB) Viewed 20 times
030 DO Zoro WS (070) (-2.00) (250) ED2 1200) 4300) -1.60 2.50 2.50 2.60 150 0x70 2.50 QCXOE 30 x 70 30x70 2.60
Determine the quantities of the following 1. Excavation 2. Backfilling 3. Plain Concrete Footing Determine also the total project cost with the following considerations: Contingency - 5% Overhead - 5% Engineering Professional Fees - 10% Labor - 5 workers (500 per day) and 1 foreman (700 per day) Schedule: Excavation (2 weeks) Formwork and Rebar (1 week) Concrete Pouring (3 days) Backfilling (2 days) • Unit Prices: Excavation (2000 per cu. m.), Backfilling (2000 per cu.m.) Plain Concrete Footing (5000 per cu. m.) -