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Hauling RSB

The document outlines the hauling cost derivation for the construction of a multi-purpose building in Barangay Calpi, Oas, Albay, detailing distances, equipment, and labor involved. It includes calculations for cycle time, unit prices for hauling, and total costs per kilogram for materials. The final hauling cost for RSB Grade 40 is calculated at Php 47.64, which includes both material and hauling expenses.

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66 views1 page

Hauling RSB

The document outlines the hauling cost derivation for the construction of a multi-purpose building in Barangay Calpi, Oas, Albay, detailing distances, equipment, and labor involved. It includes calculations for cycle time, unit prices for hauling, and total costs per kilogram for materials. The final hauling cost for RSB Grade 40 is calculated at Php 47.64, which includes both material and hauling expenses.

Uploaded by

nymilaradoblon
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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DERIVATION OF HAULING COST FOR RSB

Project :
Convergence and Special Support Program - Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities
to support Social Services - Construction of Multi-Purpose Building (Covered Court), Barangay Calpi, Oas, Albay

Location : Barangay Calpi, Oas, Albay


A. Hauling from Source to Project Site:

Station/Location of Project = Barangay Calpi, Oas, Albay 13.234561°, 123.460058°


Source of Materials = TKL Steel Corporation, Sta. Cruz, 14.620710°, 120.984100°
Manila
Distance = 437.00 km
Hauling Equiptment Used : Dumptruck 10.00 cu.m.
Average Hauling Distance = 437.00 km
Less Free Hauling Distance = 5.00 km
Hauling Distance = 432.00 km
Loading Capacity = 8,003.95 cu.m. kgs.
Loading Time = 6.67 hrs or 1.00 min/20kgs
Unloading Time = 3.33 hrs or 0.50 min/20kgs
CALCULATION FOR CYCLE TIME OF HAULING
Average Dump Truck Travel Speed
Terrain Road Travel Time (hr)
(km/hr) Hauling Distance (km)
Condition Condition
Loaded Empty Loaded Empty
Paved 35 55 249.21 7.12 4.53
Flat
Unpaved 30 45 0.00 0.00 0.00
Paved 30 40 84.25 2.81 2.11
Rolling
Unpaved 25 35 0.74 0.03 0.02
Paved 20 30 97.24 4.86 3.24
Mountainous
Unpaved 15 25 0.56 0.04 0.02
Total Travel Time (hr) 432.00 24.78
Approximate Loading Time (hr) 6.67
Approximate Unloading Time (hr) 3.33
Approximate Slack Time 0.02
Allowance for Delay (10% of Cycle Time) (hr) 3.48
Total Cycle Time (hr/cycle) 38.28
B. Detailed Unit Price for Hauling:
I. Equipment
1.00 unit Cargo Truck (9-10mt) @P 7,272.00 = Php 7,272.00 /day
Actual Operating Hours Per Day = 6.00 hrs
II. Labor
5.00 unit Laborer @P 499.20 = Php 2,496.00 /day
Working Hours Per Day = 8.00 hrs
Actual Working Hours Per Day (Labor) = 7.00 hrs

Working Hours per Day = 8.00 hrs


No. of Cycles per Day = 0.21 cycles
Hauling Cost of RSB (truck rental / # of cycles per day) = 38,298.65 per load
Loading & Unloading Cost of RSB [(# of labor x rate) x (loading+unloading time)] = 3,126.24 per load

Hauling Cost of RSB per kgs = Php 4.78 per kgs


Loading & Unloading Cost of RSB per kgs = Php 0.39 per kgs
Total Hauling Unit cost of RSB per kgs (rate / output per day) = Php 5.17 per kgs

Materials Price Hauling Cost Total


RSB Grade 40 42.47 5.17 47.64

Prepared by: Checked by:

Name of Programmer
Engineer I

Name of Checker RICHARD A. MOIT


Engineer II Engineer III

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