for each of these write in Professional manner i.e technical construction report. brief statements straight to the point. matter of fact:

relatively close. Readily available, will take a few days to rent and transport to site
need time to plan and design storage area , prepare area, marking and signage

call week in advance. Takes 3 hours to batch 142m3 and 45 minutes to deliver to site
call week in advance. Assuming material is readily available
multiple sections will have longer lead time. Gangway will also take roughly 4 weeks assuming galvanised
already in stock at rhodes corner quarry. 45 minute round trip. Using 15 tonne trucks . Assuming 8 hour working days. Loading time included in round trip time. Assume 3 trucks
already in stock at rhodes corner quarry. 45 minute round trip. Using 15 tonne trucks . Assuming 8 hour working days. Loading time included in round trip time. Assume 3 trucks
already in stock at rhodes corner quarry. 45 minute round trip. Using 15 tonne trucks . Assuming 8 hour working days. Loading time included in round trip time. Assume 3 trucks

takes 1-20 hours to pressure treat timber. Assume 2 days to transport

piles driven so no need to excavate for wharf. Material will need to be excavated for back fill. assuming mid sized excavator  moving 20 to 30 cubic meters per hour under due to poor soil conditions. 8 hour working day. factor in additional time for setup, breaks, any unforeseen delays, and cleanup
4-6 workers can install 800-2000 ft silt fencing a day, 8 hour working day.  4-6 workes could install 500-1000 ft silt curtains in an 8 hour working day

Rate of 2000m3 / day. 19250m3 of material . Material is soft. Equipment is cranes and excavators
Material will already be nearby . Would take one working day depending on which layer is being worked on. ASSUME WILL BE CONCURRENT WITH LAYER PLACEMENT AS LAYER WILL BE PLACED SAME DAY MATERIAL IS MOVED TO SITE

assuming 450m3 a day, 8 hour working day, experienced crew,moderately equipped 5 days a week
assuming 300m3 a day, 8 hour working day, experienced crew,moderately equipped, 5 days a week
stones placed more precisely, longer time required. Assuming we have 2 cranes and it is a moderately equipped project so rate of 200m3/day, 8 hour working day, 5 days a week
Will occur throughout construction phase. Expected to be done daily

construction times for different layers will start at the same time as breakwater
to start at same time as breakwater core layer as they have the same material
to start at same time as breakwater filter layer as they have the same material
to start at same time as breakwater armour layer as they have the same material
8 hrs/pile. 54 piles. 8 hour working days. Crew can drive around 10 piles a day

usually takes 5 to 7 days. Leaving an extra day for inspection and changes that need to be made
skilled team can place and tie 1 to 1.5 tons of rebar a day based on industry standards. 8 hour working shifts with medium sized crew.

using a concrete pump, rate of 60m3/hour, 8 hour working day, leaving additional time to strike off and finish concrete
will take place alongside waiting for concvrete to reach 70% strength
will take place alongside curing
typical durations for slabs(removed after 3-4 days)
30 minutes to an hour per cleat, assuming team can do 10-20 cleats a day
8 hour working day, pouring will take a few minutes to an hour


will take 1 working day to connect to wharf. Maximum 2
will take 1 working day to connect . Maximum 2

14 piles, assume crew can drive 10 a day. Time  allowance will be made for poor soil conditions. Will start at the same time as marginal wharf pile driving
May take 3 days depending on the nature of the connections



Will take place at the beginning of construction phase and will be present throughout 
Will take place from beginning to end of project
take place after gangway attached to floating dock and wharf. Typical durations are 5 days