Hauling Cost from the Cabanatuan City Supplier to Site 1
Item No: ALL AGGREGATES Terrain : Flat to Rolling
(paved) Ǫuantity: 1,000.00 Unit : cu.m.
Hauling Distance : 3.50 km.
Effective Working Hours : 10.00 hrs
Hauling : Using 10.00 cu.m. capacity DumpTruck :
Weight of Dump Truck (cap. 10.00 cu.m.) : 16,000.00 kgs.
Allowable Axle Load : 13,500.00 kgs.
Allowable Total/Gross Weight per DT : 33,750.00 kgs.
Allowable Load to be carried per DT : 17,750.00 kgs.
Unit Weight to Fine Aggregates : 1,640.00 kg/m^3
Unit Weight to Coarse Aggregates : 1,534.00 kg/m^3
Maximum Volume to be carried per DT : 11.57 cu.m.
*Dumptruck (10 wheeler) days consumption TIME-MOTION ANALYSIS
Speed when loaded : 30.00 kph
Speed when unloaded : 40.00 kph
Loaded running : 3.50 x 60.00 / 30.00 = 7.00 mins.
Unloaded running : 3.50 x 60.00 / 40.00 = 5.25 mins.
Loading and Unloading : 5.00 mins.
Total Cycle Time : 17.25 mins.
No. of trips for Dump Truck per day : 8.00 x 60.00 / 17.25 = 27.83 trips
Capacity of Dump Truck : 10.00 cu.m.
Dump Truck Daily Output : 10.00 x 27.833 = 278.30 cu.m.
Using (4) Dumptrucks : 4.00 x 278.3 = 1113.20 cu.m.
No. of days for Dump Trucks : 1,000.00 / 1113.20 = 0.898311 say 1
No. of days for Payloader : Complimentary to DT = 1 day day
1 - Unit Payloader Php 13,684.00 per day x 0.5 day = Php 6,842.00
4 - Unit Dump Truck Php 11,360.00 per day x 1 day = Php 11,360.00
Sub-Tot Php 18,202.00
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Estimated Capacity 1,000.00 cu.m.
Unit Cost Php 5.20 cu.m./km. (Unit Cost, Hauling per cu.m. per km.)
Grand Total Php 18,202.00
Equipment Php 18,202.00
Labor Php
Materials Php
Hauling Cost from Site 1 to Site 2
Ǫuantity: 800.00 Distance : 18.1 n.m
Distance 49.14 n.m
: Total Distance : 67.24 n.m
Hauling : Using 800.00 cu.m. capacity Wheeler kgs.
Weight of Wheeler (cap. 1000 Tons DWT.) : kgs.
Allowable Axle Load : kgs.
Allowable Total/Volume per Wheeler : 800.00 kgs.
Unit Weight to Fine Aggregates 1,640.00 kgs.
Unit Weight to Coarse Aggregates 1,534.00 kg/m^3
Maximum Volume to be carried per DT 800-1000 cu.m.
* Wheeler and Dump Truck days consumption: TIME-MOTION
ANALYSIS
Speed when loaded 3.00 n.m.
Speed when unloaded 5.00 n.m.
Loaded running 67.24 / 3.00 = 22.41 hrs.
Unloaded running 67.24 / 5.00 = 13.45 hrs.
Loading and Unloading 33.33 hrs.
Capacity of Wheeler 800.00
Total Cycle Time 69.19 hrs.
No. of days of Wheeler per trip 69.19 / 24.00 = 2.88 days
Wheeler output per trip 800.00 cu.m.
Item No: ALL AGGREGATES Safe Navigational Route for DZ Construction Supplies-Lourdes
1 - Unit Crane w/ Php 5,540.00 per day x 1.44 days = Php 7,977.60
clamshell
1 - Unit Wheeler and Php 160,776.00 per day x 2.88 days = Php 463,034.88
Dump Truck
Sub-Tot Php 471,012.48
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LABOR
1 Foreman Php 507.68 per day x 2.88 days = Php 1,462.12
2 Laborer Php 284.48 per day x 2.88 days = Php 819.30
Sub-Tot Php 2,281.42
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MISCELLANEOUS
EXPENSES Php 15,000.00 L.S. = Php 15,000.00
1 Lump Sum (local
operators and other misc. Sub-Tot Php 15,000.00
fees) al
Estimated Capacity 800.00 cu.m.
Unit Cost Php 4.8G cu.m./km. (Unit Cost, Hauling per cu.m. per km.)
Grand Total Php 488,293.90
Equipment Php 471,012.48
Labor Php 2,281.42
Materials Php 15,000.00
Hauling Cost from Site 2 to Project Site
Station Site 2 to Project Site: (Sta. 0+600.00 - Sta. 1+600.00) Terrain : Flat to Rolling
(paved) Total Hauling Distance 0.8 km Unit : cu.m.
Item No: ALL AGGREGATES Hauling Distance : 0.80 km
Ǫuantity: 1,000.00 Effective Working Hours: 10.00 hrs
Hauling : Using 10.00 cu.m. capacity DumpTruck :
Weight of Dump Truck (cap. 10.00 cu.m.) : 16,000.00 kgs.
Allowable Axle Load : 13,500.00 kgs.
Allowable Total/Gross Weight per DT : 33,750.00 kgs.
Allowable Load to be carried per DT : 17,750.00 kgs.
Unit Weight to Fine Aggregates : 1,640.00 kg/m^3
Unit Weight to Coarse Aggregates : 1,534.00 kg/m^3
Maximum Volume to be carried per DT : 11.57 cu.m.
*Dumptruck (10 wheeler) days consumption TIME-MOTION ANALYSIS
Speed when loaded : 35.00 kph
Speed when unloaded : 55.00 kph
Loaded running : 0.80 x 60.00 / 35.00 = 1.37 mins.
Unloaded running : 0.80 x 60.00 / 55.00 = 0.87 mins.
Loading and Unloading : 5.00 mins.
Total Cycle Time : 7.24 mins.
No. of trips for Dump Truck per day : 8.00 x 60.00 / 7.24 = 66.30 trips
Capacity of Dump Truck : 10.00 cu.m.
Dump Truck Daily Output : 10.00 x 66.30 = 663.00 cu.m.
Using (4) Dumptrucks : 4.00 x 663.00 = 2652.00 cu.m.
No. of days for Dump Trucks : 1,000.00 / 2652.00 = 0.377074 say 0.38 days
No. of days for Payloader : Complimentary to DT = 0.38 days
1 - Unit Payloader Php 13,684.00 per day x 0.19 = Php 2,599.96
4 - Unit Dump Truck Php 11,360.00 per day x 0.38 = Php 4,316.80
Sub-Total Php 6,916.76
Estimated Capacity 1,000.00 cu.m.
Unit Cost Php 13.83 cu.m./km. (Unit Cost, Hauling per cu.m. per km.)
Grand Total Php 6,916.76
Equipment Php 6,916.76
Labor Php
Materials Php
Summary of Hauling Cost
By Land Transportation : Php 5.20 per cu.m. per km (Supplier to Site 1)
Php 13.83 per cu.m. per km (Site 2 to Project
Site)
By Land Transportation : Php 4.8G per cu.m. per n.m. (Site 1 to Site 2)
Total Cost for all Aggregates: (Cabanatuan City)
Hauling Cost Distance
By Land Transportation : 5.20 x 3.50 18.20 (Supplier to Site 1)
: 13.83 x 0.80 11.06 (Site 2 to Project
Site)
By Land Transportation : 4.8G x 67.24 328.80 (Site 1 to Site 2)
Total Hauling Cost for Aggregates Php 358.07
Pick-up Price of Fine Aggregates 720.00 Pick-up Price of Aggregate Surface Coarse 675.00
Total Hauling Cost of Aggregates 358.07 Total Hauling Cost of Aggregates 358.07
Total Cost Fine Aggregates 1078.07 Total Cost Boulders 1033.07
Pick-up Price of Coarse Aggregates 700.00 Pick-up Price of Boulders Materials 1230.00
Total Hauling Cost of Aggregates 358.07 Total Hauling Cost of Aggregates 358.07
Total Cost Coarse Aggregates 1058.07 Total Cost Boulders 1588.07
Pick-up Price of Sub-base Course Materials 575.00
Total Hauling Cost of Aggregates 358.07
Total Cost Sub-base Course Materials G33.07
Pick-up Price of Base Course Materials 652.00
Total Hauling Cost of Aggregates 358.07
Total Cost Base Course Materials 1010.07
