Hauling Cost from the Pangasinan Supplier to Roadwork (Pangasinan)
UNIT COST ANALYSIS FOR HAULING COST FOR ALL AGGREGATES
Hauling Cost kom the Cotabato supplier fo Wharf 1 (Cotabato)
emo. : ALLAGGREGATES Yoroin «Ratt Rotn, save
Guonty cone ar a
Houing ence » Sto km
Efctve Wong Hous 1800 be
Houing + ting 1200 cum eapecy Pumplck
Weight of Duptuck cop. 000 cum) 400080 as.
Alowable hte Load 1350000 igs
Alowabl ot/Gros Weight pet 275000
AlowabeLood tobe carted per DT 11178000.
Unit Weigh fo ne Aosreosles ‘lato taint
Unt Weigh fo Coure Aggressor Eset0 Kaine
bora Youre fobe Cufed per oT 2M? comm
“Dumplck 0 Vineet doy cersumotion: EMOTION ANALY
Speed when odd 2ote teh
Speed when loaded + 00 fh
S00 x 4000
coded ui = 8 80 1000 ins.
“ ma 30.00
S00 x00
Unloaded nin = 00 750 ins,
a 40.00 =
Loading ond Utada 500 ris
Tota Cyl ve S280 min
NowoftiorforDumphuckpersey | 880% 6000 aay sey 2138 Mos
capt of umask > 990 cum
Duphack dey ev 5 00k aia = 21939 cum.
Using 4) Dumps : “doo x zag = e590 cum
1000
.Ne.otdoytorDumptucls = ;
1 No.of ay for De peat LT say 107 da
wo. a Pela = Cometinentar fo Dueck 1 doy
{UIP USED (2014 ACH RATES)
1 Unt Povooder er 1986400 fay x O57 does Pima
4s Dump @P 1138000 fay x17 doves P_53.28000
nested #S1aTaae
tsiated Qvantiy 100080 cum
once + "9B Fed (nt Cos, Hang per cum. perk)
Grd to : ore
Seoment , flared
or -
Wate >
Hauling Cost from the Cotabato Whar 1 to Batu-Batu Wharf 2:
Iter No.
‘Quontity :
Houling
ALLAGGREGATES Sofe Navigational Route for Cotabato -Towi Tawi
800.00 cum. (per2c Harbor Plot Office)
Distance (Cotabato te Zamboanga) 13500 nm.
Distance (Zamboonga fo Bat\-Batu, 196.10 na.
Tawi-Tewi) To nm
Total Distance 331.10 num.
Using 1800.00 cum. capacity Deck Barge
Weight of Barge (cap. 1000 Tons DWT.) kos.
‘Alowable Axle Lood kos.
‘Allowable Total/Volume per Borge 800.00 cum.
Unit Weight fo Fine Aggregates 1,640.00 g/m?
Unit Weight fo Coarse Aggregates 1.83400 g/m?
‘Maximum Volume fo be Cored per DT 200-1000 cum.
“Barge & tugboat days consumption: IME-MOTION ANALYSIS
Speed when loaded 3.00 nm.
Speed when unloaded 5.00 nm.
Loaded runnin Site = M087 h
loaded running = = vs
Unloaded runnin Serie = 6622 I
ing = - 1s.
Loading ond Unloading 33.33 rs
opacity of Borge 800.00 cum.
Total Cycle Time 20992 hs.
No. of days for Barge pet 2 = 875 875 d
lo. of days for Barge per trp ae = soy 875 days
Borge output per tip 800.00 = 800.00 cum.
EQUIPMENT USED: (2014 ACEL RATES)
1 -Unit rane w/ clamshell @F 554040 Iday —x_—«437 days= P 24,209.69
1 - Unit Barge & Tugboat 160,776.00 iday x 875 doys = P
Sub-Totel PF —1A30.461.38
Lasor:
1 Foreman @P 50788 Jay x 875 days= P AAO
2 Laborer @P 28448 doy «B75 days= P_—-4.976.42
Sub-Tolel P—«9ATBBS
[MISCELLANEOUS EXPENSES:
1 Lumpsum (local operatorsand @P 15,000.00 LS. P
other misc. fees) Sub-Totel — P——~15,000.00
Estimated Quantity 800.00 cum.
Unit Cost r 549 /eum.inm. (Unit Cost, Hauling per cum. per nm.)
Grand Tote! P 445487824
Equipment P 1490.46.38
Labor P 9.41888
Materials P 15,000.00
Hauling Cost rom Lugus Whart 2 fo Project Site:
Station Batv-Batu Por to Project Si
Total Hauling Distance = 0.50 km.
Item No. : ALLAGGREGATES Tertain Fiat, (Paved)
Quantity : 1.00000 cum. Unit cum
Houling Distance 0.50 km.
Effective Working Hours 1000 hs.
Houling + Using 10.00 cum. capacity Dumplruck
Weight of Dumptruck (eap. 10.00 cum) 16,000.00 ge.
Allowable Axle Load 13,500.00 ket.
‘Allowable Total/Gross Weight per DT 33,750.00 kgs.
Allowable Load to be caried per DT 17,750.00 kg.
Unit Weight of Fine Aggregates 1,640.00 kg/m?
Unit Weight of Coarse Aggregates 1.53400 kg/m?
Maximum Volume to be Caried per DT 1157 cum.
*Dumpiruck (10 wheeler} days consumption: TIME-MOTION ANALYSIS
speed when loaded 35.00 kph
Speed when unloaded 55.00 kph
050 x 6000
Loaded runnin = = 086 mins.
° 3500
050 x 6000
Unioaded runnin = 055. mins.
“ 5500
Loading ond Unloading 5.00 mins.
Total Cycle Time 640 ins.
No. of trips for Dumpiruck per day 500 x $000 = 7497 say 7497 tips
Capacity of Dumpituck 1000 cum.
Dumptruck daily output 1000 x 7497 = 749.70 cum.
Using (4) Dumptrucks 400 x 74970 = 2.99878 cum,
000.00
1. No. of days for Dumpirucks So = 033 say 033 days
No. of days Payloader ‘Complimentary to Dumpttuck = 033 doys
EQUIPMENT USED: (2014ACEL RATES)
1 -Unit Payloader @P 1386400 day x 0.17 days= P 2811.60
4 -Unit Dumptruck @P 1186000 day x 0.83 days= P__15,15281
Sub - Total P7464?
Estimated Quantity 1,000.09 cum.
Unit Cost ’ ‘3493. /eurn./km. (Unit Cost, He
Grand Total P 7468.42
Equipment P 17468.42
Labor P -
Materials P :
ite (Sta. 0+400.00 - Sta. 1+400.00)
‘Summary of Hauling Cost:
By Land Transporialion : P1227 percum.perkm. (Cotabato Supplier to Wharf 1)
P3493 percum.perkm. (Wharf? to Project Site)
By Barge Transportation : P 5.49 percum.pernm. (Wharf to Whorf2)
Total Cost for all Aggregates: (for Batu-bat, TowiTawi)
Fang :
ee) Distones
By Land Transportation 1227 | x 500 |= 61.87 (Cotabato Supplier to Whort 1)
3493] x 17.48 (Wharf2 to Project Site)
By Barge Transportation Say 11818.60_(Wharfl to Whorf2)
Total Hauling Cost of Aggregates: Pp 1897.46
Pick-up Price of Fine Aggregates: 720.00
Total Hauling Cost of Aggregates 1897.44
Total Cost Fine Aggregates 2617.44 say 261744
Pick-up Price of Coarse Aggregates : =
Total Hauling Cost of Aggregates
Total Cost Coarse Aggregates P
say 2597.44
Pick-up Price of Sub-Base Course Materials :
Total Hauling Cost of Aggregates :
Total Cost Aggregate Sub-Base Course Materials: Pp 2a7246 say 2472.44
Pickup Price of Bose Course Materials
Total Havling Cost of Aggregates
Total Cost Crushed Aggregate Base Course Materias:
say 2549.44
Pickup Price of Aggregate Surface Course :
Total Hauling Cost of Aggregates :
Total Cost Boulders
8
3]
soy 257244
Pick-up Price of Boulders Materials:
Total Hauling Cost of Aggregates :
Total Cost Boulders :
say 327.44
