road construction production output rates

ESTIMATING GUIDELINE

I. MECHANIZED ASPECT

DOZER

(Horse Power)DENSE OF VEGETATION (No. of Trees per Hectares)

0~50 51~100 101~200 201~250 251 & >120 360 250 190 160 130140 420 290 220 185 150160 480 330 255 210 170180 540 375 285 240 195200 600 420 310 265 215

B.1 - CRANE

TONNAGESCanal Structure Creek

10~15 15 10 1015~20 25 15 1520~25 30 20 2025~30 35 25 25

B.2 - DOZER

Canal Structure120 30 10140 40 15160 50 20180 60 25200 70 30

B.3 - BACKHOE

Canal Structure Creek0.50 20 15 150.75 30 20 201.00 35 25 251.25 40 30 301.50 50 35 35

DOZER LOOSE EXCAVATED MATERIAL

(Horse Power) Common Aggregate Cobble/Boulder140 40 30 10 70160 50 40 15 80180 60 55 20 90200 75 70 25 100

BUCKET

Common Aggregate Couble/Boulder

A) CLEARING & GRUBBINGPRODUCTION (m2/hr)

B) EXCAVATION (COMMON MATERIALS)

CAPABILITY (m3/hr) BANK VOLUME

HORSEPOWER

PRODUCTION (m3/hr) BANK VOLUME)

BUCKET(m3)

PRODUCTION (m3/hr) BANK VOLUME)

C) QUARRYINGPRODUCTION (m3/hr) BANK VOLUME

(m3)

D) LOADINGPRODUCTION (m3/hr) BANK VOLUME

(m3)

1.0~1.5 70 80 301.5~2.0 100 110 402.0~2.5 130 140 502.5~3.0 150 160 60

GRADER(Horse Power) Common Aggregate

80~100 60 70100`125 70 80125~150 90 100150~175 100 110

DOZER(Horse Power)

80~100 35100~125 40125~150 45150~175 55

DOZER(Horse Power)

140 50160 70180 80200 90

DOZER(Horse Power) Vibratory Static

3~5 60 406~10 70 5011~15 80 60

4.00 10 min. 12 min. 15 min.6.00 12 min. 15 min. 17 min.8.00 17 min. 17 min. 20 min.

HAUL DIST. GOOD MAINTAINED POOR MAINTAINED(km) Loaded Unloaded Loaded UnloadedAll 30 kph 40 kph 25 kph 35 kph

(Note: Limit of Free Haul Distance is 200m)

E) SPREADINGPRODUCTION (m3/hr) COMPACTED VOLUME

F) SIDE BORROW (COMMON MATERIAL)

PRODUCTION (m3/hr) COMPACTED VOLUME

G) STRUCTURAL BACKFILL WITH COMPACTION

PRODUCTION (m3/hr) COMPACTED VOLUME

H) EMBANKMENT COMPACTIONPRODUCTION (m3/hr) COMPACTED VOLUME

I) LOADING, SPOT & MANEUVERING, UNLOADING & DELAY TIMEUsed Loader: 1.00m3 bucket

Dump Truck Capacity(m3)

Common Materials

Road Surfacing Materials

Cobbles / Boulders

J) AVERAGE SPEED OF DUMP TRUCK (km/hr)

EQUIPMENTMassive Concrete Slab & Wall

8.00 12.00

EQUIPMENTCAPACITY (m/hr)

Steel Piles Concrete Piles Thick & Thin Concrete Piles

20.00

2.00 4.00

K) DEMOLITION OF CONCRETECAPACITY (m3/day)

160cfm Compressor & 2-Pavement Breaker

L) DRIVING OF PILES

25 Tons Crane with 2 Tons Drop Hammer25 Tons Crane with

7500 kgs-m Pile Hammer


II. MANUAL ASPECT

A.1 - COMMON MATERIAL

DEPTH OF EXCAVATION1.5m 1.6~2.5m 2.6m+

Farm Ditch 3.00 - -Canal 2.50 2.00 1.75Structure 2.00 1.75 1.50Desilting 2.50 2.00 1.75

A.2 - SLIGHTLY HARD MATERIAL

BANK VOLUMECanal 1.00Structure 0.75

Sand & Gravel Common Cobbles Boulders Cement RS Bars Lumber Plywood(bags/hr) (kgs./hr) (bd. ft./hr) (pcs/hr)

4 5 3.5 3 300 6000 4000 250

Sand & Gravel Common Cobbles Boulders Cement RS Bars Lumber Plywood(bags/hr) (kgs./hr) (bd. ft./hr) (pcs/hr)

6 8 5 4 300 7000 4000 250

STRUCTURE

Dam 96 kgs/daySiphon 112 kgs/dayBridge 100 kgs/dayOther 80 kgs/day

MATERIALSSand & Gravel 3.50Cobbles 2.50Boulder 2.00

MATERIALSSlab & Wall 0.40Massice Conc. 0.25

MATERIALSGravel 4.00Sand 6.00

MATERIALSCommon 3.00

A) EXCAVATION

TYPE OF WORK

CAPACITY (m3/day) BANK VOLUME

TYPE OF WORK

CAPACITY (m3/day/man)

B) MANUAL LOADING CAPABILITIES OF FIVE (5) LABORERS

(m3/hr) (m3/hr) (m3/hr) (m3/hr)

C) MANUAL UNLOADING CAPABILITIES OF FIVE (5) LABORERS

(m3/hr) (m3/hr) (m3/hr) (m3/hr)

D) CUT, BEND & PLACE RSB1-Steelman & 1-Helper

with bar cutter

E) QUARRYINGCAPABILITY (m3/day/man)

F) DEMOLITION OF CONCRETECAPABILITY (m3/day/man)

G) SCREENING OF AGGREGATESCAPABILITY (m3/day/man)

H) MANUAL BACKFILLCAPABILITY (m3/day/man)

MATERIALSCobbles 2.00Boulders 1.50

MATERIALS2.50

CREW1-Foreman

6.002-Mason10-LaborerL.E Operator

CREWWith Mixer Without Mixer

1-Foreman

7.505.502-Mason

10-LaborerL.E Operator

Crew: 1-Mason, 2-Laborer

MATERIALSFence Building

4" CHB 14 106" CHB 10 8

CREWWith 1-Bagger Mixer

1-Foreman

4.502-Mason10-LaborerL.E Operator

Crew: 1-Mason, 5-LaborerMATERIALS CAPABILITY (Assy/day)

16x16 ~ 24x24 2above 24x24 1

P.1 - FABRICATION, PLACING & DISMANTLING OF FORMSCrew: 3-Carpenter & 5-Laborer

Crew: 1-Carpenter & 1-Laborer

P.2 - CONCRETING & CURINGP.2a - With Concrete Mixer

CREWClass "A" Class "B" Class "C" Lean Concrete

1-Foreman

3.50 4.50 4.80 6.002-Mason8-Laborer1-L.E Operator

I) LAYING OF MATERIALSCAPABILITY (m3/day/man)

J) SPREADING OF GRAVEL & SAND ON FILTER DRAIN & GRAVEL BLANKETCAPABILITY (m3/day/man)

K) RUBBLE MASONRY (Concreting)CAPABILITY (m3/day)

L) GROUTED RIPRAPCAPABILITY (m3/day)

M) CHB SETTING

CAPABILITY (m2/day)

N) CONCRETE LININGCAPABILITY (m3/day)

O) INSTALLATION OF STEEL GATES

P) CONCRETE WORKS

Cap. = 3.50 m3/day for 3000psi

Cap.= 4.50 m3/day for Canal Lining

CAPABILITY (m3/day)

P.2a - Without Concrete Mixer

CREWClass "A" Class "B" Class "C" Lean Concrete

1-Foreman2.50 3.20 3.50 4.502-Mason

8-Laborer

CREWOne Side Only

2-Mason12.00

2-Laborer

CREWCAPABILITY (pcs/day)

DiameterFabrication Installation

(inch / cm)1-Foreman 12 / 30 15 161-Mason 18 / 46 11 141-Carp./Stlman 24 / 61 9 1212-Laborers 30 / 76 6 10

36 / 91 5 848 / 122 3 6

DIAMETERNo. of Laborer

Minutes per Pc.No. of pcs/trip

(inches) Loading Unloading12 4 3 1 2418 4 4 2 1824 6 5 3 1430 6 7 4 1036 8 12 8 642 10 18 10 4

WORK DESCRIPTION CREW MEMBERS CAPABILITIESInstallation of Ceiling Joist 2-Carpenter & 1-Labourer 100 bd.ft./dayInstallation of Ceiling Board 2-Carpenter & 1-Labourer 15 pcs/dayInstallation of GI Roofing 2-Carpenter & 1-Labourer 150 Lin.Ft./dayInstallation of Panel Door 2-Carpenter & 1-Labourer 4 pcs/dayInstallation of Flush Door 2-Carpenter & 1-Labourer 6 pcs/dayInstallation of Flourescent Bulb 1-Electrician & 1-Laborer 16 pcs/dayInstallation of Incandescent Bulb 1-Electrician & 1-Laborer 32 pcs/dayInstallation of Panel Board 1-Electrician & 1-Laborer 1/2 unit/dayInstallation of Electric Conduit 1-Electrician & 1-Laborer 32 pcs/dayInstallation of # 4 Wire 1-Electrician & 1-Laborer 20 L.M./dayInstallation of # 8 Wire 1-Electrician & 1-Laborer 40 L.M./dayInstallation of # 14 Wire 1-Electrician & 1-Laborer 60 L.M./dayPainting 1-Painter

Tile Setting 1-Mason & 1-LaborerInstallation of GI Flushing 1-Lath. & 1-Laborer 16 pcs/dayInstallation of GI Ridge Roll 1-Lath. & 1-Laborer 16 pcs/dayInstallation of Down Spout 1-Lath. & 1-Laborer 12 pcs/dayInstallation of GI Gutter 1-Lath. & 1-Laborer 8 pcs/dayInstallation of Jalousie & Accs. 1-Carpenter & 1-Laborer

Note:1. Time of mixer per day = Total bags of cement x 10 min. per bag / 60 minutes per hour = ____ hrs/day2. Labor Intensity: 1-Leadman per 10-Laborers

1-Foremen per 4-Leadman1-Watcher per 4-Heavy Equipment1-Mechanic per 4-Heavy Equipment

CAPABILITY (m3/day)

Q) PLASTERING OF CHB WALLCAPABILITY (m2/day)

R) REINFORCED CONCRETE PIPES

w/ 1-bagger mixer

S) MANUAL HANDLING OF RC PIPES

T) BUILDING FACILITIES

24 m2/day

2 m2/day

10 m2/day


III. MATERIAL ASPECT

CLASS STRENGTHMAX. AGGRE. CEMENT SAND GRAVEL BOULDER

(inches)A. Concrete

"A" 211 kgsc 1.50 9.00 0.45 0.90 -"B" 200 kgsc 2.00 7.00 0.50 1.00 -"C" 200 kgsc 3.00 6.50 0.52 1.04 -

Canal Lining 200 kgsc 1.00 7.50 0.48 0.96 -

B. Rubble Concrete211 kgsc 4.50 0.225 0.45 0.95

C. Grouted Riprap 3.50 0.80 0.10 1.00 Plain/Boulder Riprap - - 0.40 1.00

D. Lean Conc. 1000 psi 5.00 0.55 1.10 -

E. Rubber Blanket (ccm) - 0.40 0.60 -

F. Filter Drain (ccm) - 0.60 0.40 -

OTHER MATERIALS

CLASS TYPE OF STRUCTURESTRENGTH F. Lumber 1/2 Plywood Tie Wire Nail

(kgsc)"A" Bridge Flume 211 60 1.00 1.25% RSB 2.25"A" Siphon / Box Culvert 211 25 1.00 1.20% RSB 2.00"A" Other Structure @ MC 211 20 1.25 1.10% RSB 1.75"A" Pther Str. T. Fac. 211 15 1.15 1.10% RSB 1.50"A" Rubble Masonry 211 10 0.10 - 0.25"B" Canal Lining 200 5 - - 0.25"A" Dam 211 20 0.50 1.00% RSB 1.00"B" Dam 200 10 0.10 1.00% RSB 1.00"A" Roads Pavement 211 5 - - 0.20

REINFORCED CONCRETE PIPES

DIAMETERFABRICATION MATERIAL PER PC.

Cement Sand Gravel GI Sheet F. Lumber RSB CW Nails(inches) (bag) (L.F.) (Bd. Ft.) (kgs) (kgs)

12 0.58 0.02 0.05 0.12 0.24 5.28 0.1018 1.22 0.05 0.10 0.19 0.36 7.72 0.2024 1.82 0.08 0.15 0.24 0.48 9.77 0.3030 2.52 0.11 0.21 0.30 0.60 23.22 0.1036 3.33 0.14 0.28 0.34 0.72 50.43 0.5042 4.28 0.18 0.36 0.40 0.84 60.84 0.60

INSTALLATION OF RC PIPES

DIAMETERFABRICATION MATERIAL PER PC.

Cement Sand Gravel F. Lumber RSB CW Nails(inches) (bag) (Bd. Ft.) (kgs) (kgs)

12 0.21 0.01 0.02 2.00 - 0.2018 0.45 0.02 0.04 2.00 3.65 0.2024 0.72 0.03 0.06 3.00 4.52 0.3030 0.93 0.04 0.08 3.00 5.26 0.3036 1.11 0.05 0.10 4.00 6.01 0.4042 1.32 0.06 0.12 4.00 6.79 0.40

PLASTERING OF CHB

SIZESand Cement

4" & 6" 0.034 0.41

(bag/m3) (m3/m3) (m3/m3) (m3/m3)

(bd.ft./m3) (pcs/m3) (kg/m3) (kgs/m3)

(m3) (m3)

(m3) (m3)

MATERIAL PER M2 (Two sides)

LAYING OF CHB

SIZECEMENT SAND

4" 0.55 0.0466" 1.07 0.089

(bag/m2) (m3/m2)

HAULING COST ANALYSIS

1. HAULING OF CEMENTAve. Haul. Dist. = 20 km (from Source to Jobsite)Utilized: 6~7 Tons Cargo Truck with 5-LaborersBase Cost of Cement: UC/bagCapacity of Cargo Truck: 150 bags per trip

CYCLE TIME:With Load: 20km/trip x 60min/hr / 25 km/hr = 48 min/tripWithout Load: 20km/trip x 60min/hr / 30 km/hr = 70 min/tripManual Loading Capability of 5-Laborers, Loading & Unloading = 300 bags/hrLoading: 150bags/trip x 60min/hr / 300bags/hr = 30 min/tripUnloading: 150bags/trip x 60min/hr / 300bags/hr = 30 min/trip

Total Time = 140 min/tripor 2.47 hrs/trip

LABOR COST:Driver: 1 x Rate/day x 2.47hrs/trip / 8hrs/day x 150bags/trip = ____/bagLaborer: 5 x Rate/day x 2.47hrs/trip / 8hrs/day x 150bags/trip = ____/bag

Labor Cost = ____/bag

EQUIPMENTFuel: 10lit/hr x 1.47hrs/trip x UC/lit / 150bags/trip = ____/bagRental: Rate/hr x 2.47hrs/trip / 150 bags/trip = ____/bagSpare Parts: Rate/hr x 2.47hrs/trip / 150bags/trip = ____/bag

(Note: The travel Time on with & without load were only considered and the loading & unloading time were excluded on fuel consumption)

SUMMARY:Base Cost = UC/bagLabor Cost = ____/bagFuel Cost = ____/bagRental Cost = ____/bagSpare Part Cost = ____/bag

Total = ____/bag


2. HAULING OF PLYWOOD, 1/2" x 4' x 8'Ave. Haul. Dist. = 25 km (from Source to Jobsite)Utilized: 6~7 Tons Cargo Truck with 5-LaborersBase Cost of Plywood: UC/bagCapacity of Cargo Truck: 250 bags per trip

CYCLE TIME:With Load: 25km/trip x 60min/hr / 25 km/hr = 60 min/tripWithout Load: 25km/trip x 60min/hr / 30 km/hr = 50 min/tripManual Loading Capability of 5-Laborers, Loading & Unloading = 250pcs/hrLoading: 250pcs/trip x 60min/hr / 250pcs/hr = 60 min/tripUnloading: 250pcs/trip x 60min/hr / 250pcs/hr = 60 min/trip


LABOR COST:Driver: 1 x Rate/day x 3.83hrs/trip / 8hrs/day x 250pcs/trip = ____/pcLaborer: 5 x Rate/day x 3.83hrs/trip / 8hrs/day x 250pcs/trip = ____/pc

Labor Cost = ____/pc

EQUIPMENTFuel: 10lit/hr x 3.83hrs/trip x UC/lit / 250pcs/trip = ____/pcRental: Rate/hr x 3.83hrs/trip / 250pcs/trip = ____/pcSpare Parts: Rate/hr x 3.83hrs/trip / 250pcs/trip = ____/pc


SUMMARY:Base Cost = UC/pcLabor Cost = ____/pcFuel Cost = ____/pcRental Cost = ____/pcSpare Part Cost = ____/pc

Total = ____/pc


3. HAULING OF RS BARS, CW NAILS & TIE WIREAve. Haul. Dist. = 25 km (from Source to Jobsite)Utilized: 6~7 Tons Cargo Truck with 5-LaborersBase Cost of Plywood: RSB=UC/kg, CW Nail=UC/kg, T.Wire=UC/kgCapacity of Cargo Truck: 6,000kg/trip

CYCLE TIME:With Load: 25km/trip x 60min/hr / 25 km/hr = 60 min/tripWithout Load: 25km/trip x 60min/hr / 30 km/hr = 50 min/tripManual Loading Capability of 5-Laborers, Loading=6,000kgs/hr & Unloading=7,000kgs/hrLoading:6000kgs/trip x 60min/hr / 6000pcs/hr = 60 min/tripUnloading:6000kgs/trip x 60min/hr / 7000pcs/hr = 51.4 min/trip

Total Time = 221.40 min/tripor 3.69 hrs/trip

LABOR COST:Driver: 1 x Rate/day x 3.69hrs/trip / 8hrs/day x6000kgs/trip = ____/kgLaborer: 5 x Rate/day x 3.69hrs/trip / 8hrs/day x 6000kgs/trip = ____/kg

Labor Cost = ____/kg

EQUIPMENTFuel: 10lit/hr x 3.69hrs/trip x UC/lit / 6000kgs/trip = ____/kgRental: Rate/hr x 3.69hrs/trip / 6000kgs/trip = ____/kgSpare Parts: Rate/hr x 3.69hrs/trip / 6000kgs/trip = ____/kg


SUMMARY: RSB CWNBase Cost = UC/kg = UC/kgLabor Cost = ____/kg = ____/kgFuel Cost = ____/kg = ____/kgRental Cost = ____/kg = ____/kgSpare Part Cost = ____/kg = ____/kg

Total = ____/kg = ____/kg


4. HAULING OF SAND & GRAVELAve. Haul. Dist. = 10 km (from Source to Jobsite)Utilized: 6~7 Tons Cargo Truck with 5-Laborers

Capacity of Cargo Truck: 250 bags per trip

4a) LOADING COST (MECHANIZED)Utilized: 1~1.50 Loader

LABOR COST:

Labor Cost

EQUIPMENT:

4b) HAULING COST (MECHANIZED)Utilized: 4~6 Dump Trucks

CYCLE TIME:With Load: 10km/trip x 60min/hr / 25 km/hr = 24 min/tripWithout Load: 10km/trip x 60min/hr / 30 km/hr = 20 min/tripLoading, Spot & Manuever, Unloading & Delay = 12 min/trip


LABOR COST:

Labor Cost

EQUIPMENT

Base Cost of Plywood: UC/m3

Capability of Loader: 80m3/hr

Driver: 1 x Rate/day / 8hrs/day x 80m3/hr = ____/m3

Laborer: 1 x Rate/day / 8hrs/day x 80m3/hr = ____/m3

= ____/m3

Fuel: 10lit/hr x UC/lit / 80m3/hr = ____/m3

Rental: Rate/hr / 80m3/hr = ____/m3

Spare Parts: Rate/hr / 80m3/hr = ____/m3

Capacity of Dump Truck = 4.50m3/trip

Driver: 1 x Rate/day x 0.93hrs/trip / 8hrs/day x 4.50m3/trip = ____/m3

Laborer: 1 x Rate/day x 0.93hrs/trip / 8hrs/day x 4.50m3/trip = ____/m3

= ____/m3

Fuel: 15lit/hr x 0.93hrs/trip x UC/lit / 4.50m3/trip = ____/m3

Rental: Rate/hr x 0.93hrs/trip / 4.50m3/trip = ____/m3

Spare Parts: Rate/hr x 0.93hrs/trip / 4.50m3/trip = ____/m3

SUMMARY:

Base Cost

Labor Cost

Fuel Cost

Rental Cost

Spare Part Cost

Total

= UC/m3

= ____/m3

= ____/m3

= ____/m3

= ____/m3

= ____/m3

road construction production output rates

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