Attachment_2-_Updated_Bid_Schedule_-Doty_State_Fence_0001.xlsx

XLSX spreadsheet 107 KB Posted Aug 23, 2024

Attached to: BLM WY - DOTY STATE FENCE - RAWLINS FEILD OFFICE Federal contract opportunity
Solicitation number: 140L6224Q0045
Issued by: Department of the Interior Bureau of Land Management Wyoming Region

About this file

Written by GovTribe AI · Aug 23, 2024

This document appears to be a Bid Schedule and related federal contract opportunity for the BLM Wyoming Region's Doty State Fence project.

The key details are:

The project involves removing approximately 16,500 linear feet of existing fence and constructing approximately 14,000 linear feet of new 4-wire wildlife friendly steel fence, 1,500 linear feet of wildlife friendly wood top rail/3-wire fence, and 1,000 linear feet of livestock exclosure fence with wood rail top and 39" woven wire.
The Period of Performance is 9/2/24 to 11/30/24.
The solicitation number is 140L6224Q0045, with a response due date of Monday, August 26th, 2024 at 2:30 pm MDT.
The Contract Officer is Crystal Martinez and the Contract Specialist is Jaime Hull.
Active SAM registration is required, and offers must meet or exceed the specifications provided in the attachments.

View the file

Other files for this federal contract opportunity

Other files attached to BLM WY - DOTY STATE FENCE - RAWLINS FEILD OFFICE, newest first.
File	Type	Posted
Sol_140L6224Q0045_Amd_0001.pdf	PDF	Aug 23, 2024
Prebid_site_tour_sheet_0001.pdf	PDF	Aug 23, 2024
SOW_Doty_Fence_Final_JLC_0001.pdf	PDF	Aug 23, 2024
Attachment_6-_Photos.pdf	PDF	Aug 9, 2024
Attachment_7-_SF_1442_Completion_Instructions.pdf	PDF	Aug 9, 2024
Attachment_5_-Wage_Determination_WY20240037.pdf	PDF	Aug 9, 2024
Sol_140L6224Q0045.pdf	PDF	Aug 9, 2024
Attachment_1_-Statement_of_Work_-_Doty_State_Fence.pdf	PDF	Aug 9, 2024
Attachment_2-_Bid_Schedule_-Doty_State_Fence_.xlsx	XLSX spreadsheet	Aug 9, 2024
Attachment_3_-Project_Notes.pdf	PDF	Aug 9, 2024
Attachment_4_-Maps_Doty_State_Fence.pdf	PDF	Aug 9, 2024
Attachment_8-__Limitations_on_Subcontracting_Breakout.pdf	PDF	Aug 9, 2024

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Quantity Development

BLM Workbook

Project:

Subject: Quantity Development

Date:

Estimator:

Useful Formulas

Rectangle

Area: Length x Width Perimeter: 2 (Length +Width) Volume: Area x Thickness or Depth

Triangle

Area: 1/2 Height x Base Perimeter: sum of all three sides Volume: Area x Thickness or Depth

Trapezoid

Area: 1/2 (Top + Bottom) x Height Perimeter: sum of all four sides Volume: Area x Thickness or Depth

Parallelogram

Area: Base x Height Perimeter: sum of all four sides Volume: Area x Thickness or Depth

Circle

Area: 3.1416 x radius x radius Circumference: 3.1416 x diameter Volume: Area x Depth or Height

Conversion Factors

Area:

Square Feet (SF) per Square Yard

9.00

Square Feet (SF) per Acre

43,560.00

Square Yard (SY) per Acre

4,840.00

Linear:

Inches

12"

11"

10"

3/4"

1/2"

1/4"

1/8"

Decimal Equivalent in Feet

1.00'

.917'

.833'

.75'

.667'

.583'

.50'

.417'

.333'

.25'

.167'

.083'

.0625'

.04167'

.02083'

.0104'

Feet (LF) per Yard (Yd.)

3.00

Feet (LF) per Mile

5,280.00

Yard (Yd) per Mile

1,760.00

Volume:

Cubic Inches per Cubic Feet (CF)

1,728.00

Cubic Feet (CF) per Cubic Yard (CY)

27.00

Weight Conversions:

Asphalt Compacted Thickness(SY to Tons)

.055 Tons per Inch thickness per SY x Asphalt Compacted Thickness (Inches) x Asphalt Quantity (SY) = Tons

Asphalt Compacted Thickness(Tons to CY)

1.98 Tons per CY

Aggregate Base Compacted Thickness (SY to Tons)

.05 Tons per Inch Thickness per SY x Aggregate Base Compacted Thickness (Inches)x Aggregate Base Quantity (SY) = Tons

Aggregate Base Compacted Thickness (Tons to CY)

1.8 Tons per CY

Reinforcing Steel Bar Size

#10

#11

#14

#18

Bar Diameter (Nominal Inches)

0.375

0.500

0.625

0.750

0.875

1.000

1.128

1.270

1.410

1.693

2.257

Area (Nominal - Sq. Inches)

0.11

0.20

0.31

0.44

0.60

0.79

1.00

1.27

1.56

2.25

4.00

Weight (pounds per foot)

0.376

0.668

1.043

1.502

2.044

2.670

3.400

4.303

5.313

7.650

13.600

Welded Wire Fabric

WT./CSF

6x6 - W1.4 x W1.4 (6x6 - 10/10)

6x6 - W2.1 xW2.1 (6x6 - 8/8)

6x6 - W2.9 x W2.9 (6x6 - 6/6)

6x6 - W4.0 xW4.0 (6x6 - 4/4)

4x4 - W2.9 xW2.9 (4x4 - 6/6)

4x4 - W4.0 x W4.0 (4x4 - 4/4)

Estimating Earthwork Link (Power Point)	ESTIMATING EARTHWORK
Demolition & Removals
Tasks	Number	Length	Width	Depth / Thickness	Total	Units
Volume Removal	0.00	0.00	0.00	0.00	0.00	CY
Volume Removal	0.00	0.00	0.00	0.00	0.00	CY
Volume Removal	0.00	0.00	0.00	0.00	0.00	CY

Linear Removal	NA	NA	LF
Lienar Removal	NA	NA	LF
Linear Removal	NA	NA	LF

Remove Item (# of Units)	0.00	Ea
Remove Item (# of Units)	0.00	Ea
Remove Item (# of Units)	0.00	Ea

Earthwork (End Area Method)	Station	Length (Ft.)	Cut Area (sf)	Avg. Cut Area	Cut Vol. (cy)	Fill Area (sf)	Avg. Fill Area	Fill Vol. (cy)
The sample format is based on cross-section end	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
areas taken at 50' increments- modify your	50.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
stationing to meet you specific project.	100.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
Note: Station 1+50 = 150.00, etc.	150.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	200.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	250.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	300.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	350.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	400.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	450.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
	500.00	50.00	0.00	0.00	0.00	0.00	0.00	0.00
				Total Cut (cy)	0.00		Fill (cy)	0.00
							15.00%	0.00	Compaction
							Total Fill (cy)	0.00

Pipe Excavation	Pipe Diam.(inch)	Bottom W. (Ft.)	Depth (Ft.)	Top Width (ft)	Avg.W (Ft).	Length (Ft.)	Volume (cy)
Based on open cut excavation with 1:1 side slopes	12.00	4.00	0.00	4.00	4.00	0.00	0.00
(using pipe diameter indicated - enter the Depth	15.00	4.25	0.00	4.25	4.25	0.00	0.00
and Length to caulculate the pipe excavation	24.00	5.00	0.00	5.00	5.00	0.00	0.00
volume)	27.00	5.25	0.00	5.25	5.25	0.00	0.00
	36.00	6.00	0.00	6.00	6.00	0.00	0.00
	42.00	6.50	0.00	6.50	6.50	0.00	0.00
	48.00	7.00	0.00	7.00	7.00	0.00	0.00
	54.00	7.50	0.00	7.50	7.50	0.00	0.00
	60.00	8.00	0.00	8.00	8.00	0.00	0.00
	66.00	8.50	0.00	8.50	8.50	0.00	0.00
	72.00	9.00	0.00	9.00	9.00	0.00	0.00
	84.00	10.00	0.00	10.00	10.00	0.00	0.00
	96.00	11.00	0.00	11.00	11.00	0.00	0.00

Structural Concrete
Concrete	Number	Length	Width / Height	Depth / Thickness	Neatline Quantity (cy)	Estimated % Waste Factor	Purchase Quantity
Footings	0.00	0.00	0.00	0.00	0.0	10.00%	0.0
Abutments	0.00	0.00	0.00	0.00	0.0	5.00%	0.0
Wingwalls	0.00	0.00	0.00	0.00	0.0	5.00%	0.0
Abutment Back Walls	0.00	0.00	0.00	0.00	0.0	10.00%	0.0
Deck	0.00	0.00	0.00	0.00	0.0	5.00%	0.0
Total Quantity					0.0		0.0

Formwork	Number	Length (Ft.)	Width (Ft.)	Height (Ft.)	Total (sf)
Footings (Perimeter)	0.00	0.00	0.00	0.00	0.0
Abutments	0.00	0.00	0.00	0.00	0.0
Wingwalls	0.00	0.00	0.00	0.00	0.0
Bulkheads	0.00	NA	0.00	0.00	0.0
Structural Deck	0.00	0.00	0.00	0.00	0.0
Deck Edge (Perimeter)	0.00	0.00	0.00	0.00	0.0
					0.0	Total Formwork
		Quantity	Units
Reinforcing Steel (Epoxy Coated)			lb
Rebar Support Accessories			lb	(Cost based on total rebar weight @ $.05/lb)
Finish (Strip Forms & Patch Voids)		0.0	sf	(use formwork total area)
Finish Flat	Number	Length	Width	Area (sf)
Footings	0.00	0.00	0.00	0.0
Abutments (Tops)	0.00	0.00	0.00	0.0
Wingwalls (Tops)	0.00	0.00	0.00	0.0
Deck	0.00	0.00	0.00	0.0
				0.0	Total Flat Finish
Cure & Protect
Formwork Area (Total) + Flat Finish		0.0	sf

Concrete Paving (Variable Depth)	Units	Quantity	Length (Ft.)	Width (Ft.)	Depth (Ft.)
Fine Grade (Hand)	sf	0.0	0.00	0.00	NA
Edge Forms	sf	0.0	0.00	NA	0.00
1/2" Expansion Joint	sf	0.0	0.00	NA	0.00
Welded Wire Fabric (Size……..)	sf	0.0	0.00	0.00	NA
Rebar, Epoxy Coated	lb	0.0
Rebar Support Accessories	lb	0.0
Concrete Placement (Includes 10% waste factor)	cy	0.0	0.00	0.00	0.00
Finish	sf	0.0
Cure & Protect	sf	0.0

http://homepages.cae.wisc.edu/~cee492/note/L11_EstEarthWk9811.ppt Crews & Productions

BLM Workbook

Project: FONTENELLE CAMPGROUND RECONSTRUCTION

Subject: Anticipated Crews & Productions

Date:MAR 2019

Estimator:MF

Item #1 - Mobilization/Demobilization
Unit:	LS
Quantity:	1.00
Round Trip Travel Time (Hr.):	4.00	Allow 2hr for mob + 2 hr for demob fro a total of 4hr per piece of equipment moved
Equipment Moves:	5	Anticpated equipment: Grader (30,000 #), Water Truck (5,000 gal) + Roller, skid steer, dozer

	Driver, LB	Truck Tractor	Lowbed Trailer
Total Time (Hr.)	20.00	20.00	20.00
Prod Rate: (units/Hr)	0.05
Notes:

Item #2 - construct 20 new campsites
Unit:	SY
Quantity:	2200.00	31.22.16310.0100 states b32 crew can do 2000 sy per day need 2250SY for project. So prod 2200/2000 = 1.1 days say 1.5 days or 12 hrs

			prod rate is 2250/12=187.50
	Quantity	Production (units/hr)	Estimated Time	Foreman	Laborers	Drivers	grader Operator	Pick Up	front end loader	sweeper
task1	2250.00	187.50	12.00	12.00	24.00	8	8	8.00	8	8

Totals:	12.00	24.00	8.00	8.00	8.00	8.00	8.00
Total Time (Hr.)	12.00
Prod Rate: (units/Hr)	183.3333333333
Grading of site for backin unit = 1050 sf per unit x 5 EA = 5250 sf
Grading of site for pull thru = 900 sf per unit x16 EA = 14,400 sf
so a total of 19,650 sf SAY 20,000 SF of grading for new units or 2222 SAY 2250 sy

using RS Means 32.01.16.71 5320 states using a crew B-70 can do 5000 SY per day = 2250SY/5000sy/day = .44 days say 1 day crew B-70 has 1 foreman, 3 laborers, 3 equip operators (medium) [1 grader, 1 road sweeper, 1 front end loader, 1 truck driver ]

Item #3 dispose of asphalt

Unit:

Quantity:

2250.00

Quantity

Production (units/hr)

Estimated Time

Foreman

Laborers

Drivers

Operators

Pick Up

Sm. Tools

Track Dozer (200 HP)

F.E. Loader (145 HP)

Excavator (1 cy)

Task #1 - ex asphalt removal

2250.00

281.25

8.00

Totals:	8.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
Total Time (Hr.)	8.00
Production Rate: (units/Hr)	281.25
removal of aspahlt at sites = 20,000 sf total
say 2250 sy needed
using RS Means 32.01.16.71 5320 states using a crew B-70 can do 5000 SY per day = 2250 SY/5000sy/day = .45 days say 1 day PRODUCTION RATE = 2250/8 hrs = 277.75

crew B-70 has 1 foreman, 3 laborers, 3 equip operators (medium) [1 grader, 1 road sweeper, 1 front end loader, 1 truck driver ]

CONV FACTOR .055 TONS X 3" THICK X 2250SY = 371 TONS OF ASPHALT JNEED TO BE DISPOSED

Item #4 Paint 18 existing shelters
Unit:	EA
Quantity:	56.00
	Quantity	Production (units/hr)	Estimated Time	Foreman	Laborers	Drivers	Operators	Pick Up	Sm. Tools
Task 1 - paint shelters	11200.00	350.00	32.00	32.00
task 2 paint tables	1800.00	225.00	8.00	8.00
			ERROR:#DIV/0!
			ERROR:#DIV/0!
			ERROR:#DIV/0!
Totals:				40.00	0.00	0.00	0.00	0.00	0.00
Total Time (Hr.)				40.00
Production Rate: (units/Hr)				1.4

USED RS MEANS HEAVY CONSTRUCTION COST 2018
05.01.10.51.6215 says 1 PORD can pressuer wash 10000 SF per day
Each shelter is 200SFx56=11,200 SF
each table is 26sf x 56 = 1456 sf
so need 12.656 sf done say 13,000 sf
13000 sf / 12656 sf/day = 1.02 days say 1.5 days or 12 hrs
09.97.13.23.6510 SAYS 3600 SF PER DAY FOR 2 PAINTERS say 3000 sf per day			SHELTERS 11200/3000 = 3.7 SAY 4 DAYS OR 32 HRS SO PROD RATE = 11200/32=350
13000 sf / 3600 = 4.33 days or 34 hrs say 40 hrs for 2 painters			TABLES 1800SF/3000= .6 DAYS SAY 1 DAY OR 8 HRS PROD RATE = 1800/8 = 225
12,656f/3600 = 3.5 days or 28 hrs
ASSUME 2 GALLONS PER SHELTER AND TABLE = 112
USED RS MEANS SITE LANSCAPING COST 2017
01.54.33.5730 PRESSURE WASHER IS $41.50 PER DAY
01.54.33.3900 PAINT SPRAYER IS 70.50 PER DAY
Item #6 Aggregate surfacing campsites with timber borders
Unit:	TONS
Quantity:	675.00	31.22.16310.0100 states b32 crew can do 2000 sy per day need 2250SY for project. So prod 2200/2000 = 1.1 days say 1.5 days or 12 hrs

			prod rate is 2250/12=187.50
	Quantity	Production (units/hr)	Estimated Time	Foreman	Laborers	Drivers	grader Operator	Pick Up	front end loader	sweeper
task1	675.00	37.50	18.00	18.00	24.00	8	8	8.00	8	8

Totals:	18.00	24.00	8.00	8.00	8.00	8.00	8.00
Total Time (Hr.)	18.00
Prod Rate: (units/Hr)	37.5

Area for backin unit = 1050 sf per unit x 5 EA = 5250 sf

Area for pull thru = 900 sf per unit x16 EA = 14,400 sf

say 2250 SY (CALC FROM ABOVE FOR BUILDING CAMPING UNITS (Item 2)

.05 tons x 6" deep x 2250 = 675 tons

John Tracy from NOC on email sent Sept 5, 2018 said adjust production rate to 36.388 ton/hr

.05 TONS x 6" deep x 2250 = 675 tons so 675/36.388 tons/hr = 18 hrs

crew B-36B has 1 foreman, 2 laborers, 4 equip operators (medium) 1 GRADER 1 LOADER 1 ROLLER 1 SKIDSTEER 1 TRUCK TACTOR, 1 WATER TRUCK on site

load from pit: need loader and truck (55 loads x .33 hr/load((haul) = 18 hrs

FOR LANDSCAPE TIMBER AROUND SITES 32.32.29.10.0110 SAYS 200LF/DAY SO 864LF/200 = 4.3 SAY 4.5 DAYS OR 36 HRS FOR 1 CARPENTER

Item #9 6" Aggregate surfacing Slate Creek
Unit:	TONS
Quantity:	3105.00

	Quantity	Production (units/hr)	Estimated Time	Foreman	Laborers	Drivers	grader Operator	Pick Up	front end loader	sweeper
task1	3105.00	97.03	32.00	18.00	24.00	8	8	8.00	8	8

Totals:	18.00	24.00	8.00	8.00	8.00	8.00	8.00
Total Time (Hr.)	18.00
Prod Rate: (units/Hr)	172.5

18 lf wide road x 3270lf = 58860 sf main rd

14'x2450'=34,300 sf sec rd

58860+34300=93160 sf or 10,351 sy

John Tracy from NOC on email sent Sept 5, 2018 said adjust production rate to 97.03 ton/hr

.05 TONS x 6" deep x 10,351 = 3105 tons so 3105/97.03 tons/hr = 32 hrs

crew B-36B has 1 foreman, 2 laborers, 4 equip operators (medium) 1 GRADER 1 LOADER 1 ROLLER 1 SKIDSTEER 1 TRUCK TACTOR, 1 WATER TRUCK on site

load from pit: need loader and truck 3105 tons with 12 ton dumptruck = 259 loads (259 loads x .33 hr/load((haul) = 85 hrs for loader and dumptruck to haul to site

Item #11 6" Aggregate surfacing Weeping Rock
Unit:	TONS
Quantity:	3105.00

	Quantity	Production (units/hr)	Estimated Time	Foreman	Laborers	Drivers	grader Operator	Pick Up	front end loader	sweeper
task1	3105.00	97.03	32.00	18.00	24.00	8	8	8.00	8	8

Totals:	18.00	24.00	8.00	8.00	8.00	8.00	8.00
Total Time (Hr.)	18.00
Prod Rate: (units/Hr)	172.5

16 lf wide road x 1580lf =25280 sf main rd or 2808 sy say 2810 SY

John Tracy from NOC on email sent Sept 5, 2018 said adjust production rate to 84.2 ton/hr

.05 TONS x 6" deep x 10,351 = 3105 tons so 3105/97.03 tons/hr = 32 hrs

crew B-36B has 1 foreman, 2 laborers, 4 equip operators (medium) 1 GRADER 1 LOADER 1 ROLLER 1 SKIDSTEER 1 TRUCK TACTOR, 1 WATER TRUCK on site

load from pit: need loader and truck 3105 tons with 12 ton dumptruck = 259 loads (259 loads x .33 hr/load((haul) = 85 hrs for loader and dumptruck to haul to site

Item #12 6" Aggregate surfacing around vault toilets Slate Creek
Unit:	TONS
Quantity:	3105.00

	Quantity	Production (units/hr)	Estimated Time	Foreman	Laborers	Drivers	grader Operator	Pick Up	front end loader	sweeper
task1	3105.00	97.03	32.00	18.00	24.00	8	8	8.00	8	8

Totals:	18.00	24.00	8.00	8.00	8.00	8.00	8.00
Total Time (Hr.)	18.00
Prod Rate: (units/Hr)	172.5

16 lf wide road x 1580lf =25280 sf main rd or 2808 sy say 2810 SY

John Tracy from NOC on email sent Sept 5, 2018 said adjust production rate to 84.2 ton/hr

.05 TONS x 6" deep x 10,351 = 3105 tons so 3105/97.03 tons/hr = 32 hrs

crew B-36B has 1 foreman, 2 laborers, 4 equip operators (medium) 1 GRADER 1 LOADER 1 ROLLER 1 SKIDSTEER 1 TRUCK TACTOR, 1 WATER TRUCK on site

load from pit: need loader and truck 3105 tons with 12 ton dumptruck = 259 loads (259 loads x .33 hr/load((haul) = 85 hrs for loader and dumptruck to haul to site

Comments & Assumptions

BLM Workbook

Project:

Subject: Comments & Assumptions

Date:

Estimator:

The pupose of this sheet is to develop a check list of items that could have a potential cost impact on the project estimated cost.

The proposed list is not meant to be all inclusive, and all of the listed items may not be applicable to a specific project

Supplement the list as needed for the specific project and specification requirements.

The associated costs for many of the checklist items are accounted for on the Item #1 Tab.

	Anticipated Need/Requirement		Cost Element	Accounting for Applicable Cost Element
Item/Description	Yes	No	(mark if applicable)	Item #1	Separate Item	Other Cost Item	Comments/Remarks
Erosion Control
Construction Traffic Control
Construction Surveying
Quality Control & Testing
Painting/Striping & Traffic Markings
Job Site Trailers
Field Office Expenses
General Superintendent
Contractor Field Engineer
Contractor Clerk/Time Keeper
Contractor Lodging
Contractor Per Diem
Pick Up Truck (s)
Trash Disposal, Dumpster
Project Sign
Trailer/Field Office Temporary Utilities
Permanent Signage
Seeding & Mulching/Revegatation
Job Site Chemical Toilets
Fire Prevention, Extinguishers
Contractor Safety Program
First Aid Station/Kit
Temporary Fencing
Concete Truck Clean/Wash Out
Contractor Furnished Water
Government Furnished Water
On -Site Diposal Site
Off Site Disposal Site
Government Furnished Borrow Material
Contractor Furnished Borrow Material
Other Government Furnished Materials

Documentation of Mark Up Factor Seletion	%	Reasoning
Contractor Burden	35.00%	BLM Default Value
Sales Tax		Per Workbook Data Base - State wide sales tax rate
Overhead	15.00%	Per BLM Guidelines - preliminary cost estimate
Profit	10.00%	Per BLM Guidelines - preliminary cost estimate
Bond	2.00%	BLM Default Value
State Gross Receipts Tax	0.00%	Applicable to the States of: Arizona, New Mexico, & Washington

Project - Davis Bacon Wage Rate Decision MT, Carbon County, Highway Wage Decision MT180080, MT80 01/05/2018, Modification 0 Enter Wage Decision Information Directly into Data Base Labor

Data Base

BLM - SIMPLIFIED HEAVY & HIGHWAY DATA BASE

2019 CONSTRUCTION COSTS

John J. Treacy, P.E. 11/2018

Based on Rates Established by R.S. Means 2019 Site Work & Landscape Cost Data
Rates include: rental (national average), fuel and operating expenses
* Daily Cost Basis: weekly rental rate/5 days + hourly operating cost x 8 hours/day
			Daily	Hourly	RS Means
Description			Cost	Cost	Ref #
Air Compressor, Diesel, 250 cfm		*	$167.95	$20.99	15433400400
Air Tools, Drills, Hand, 65#		*	$15.80	$1.98	15433400950
Air Tools, Pavement Breakers, 60 lb		*	$10.75	$1.34	15433400930
Air Tools, Pavement Breakers, 80 lb		*	$10.90	$1.36	15433400940
Air Hose, 50' long, 3/4" diameter		*	$6.55	$0.82	15433401000
Drill Steel, 7/8" x 6'		*	$12.30	$1.54	15433401460
Moil Points		*	$3.05	$0.38	15433401520
Aggregate Spreader, Self Propelled, 187 HP		*	$836.00	$104.50	15433500900
Aggregate Spreader, Tailgate Type, 8' wide		*	$40.25	$5.03	15433200045
Asphalt Paver, wheel or crawler, 130 HP		*	$2,076.00	$259.50	15433504250
Asphalt Paver, Road Widener, gas 1'-6', 67 HP		*	$939.40	$117.43	15433504300
Asphalt Paver, Road Widener, diesel 2'-14', 88 HP		*	$1,122.00	$140.25	15433504400
Auger, Fence Posts, Gas, Hand Held		*	$7.40	$0.93	15433200095
Auger, Truck Mounted (Fence, Signs, Poles)		*	$385.85	$48.23	15433200055
Auger, Truck Mounted (Borings & Monitoring Wells)		*	$756.20	$94.53	15433200060
Backhoe/Loader, 40-45 HP, 5/8 cy cap.		*	$219.20	$27.40	15433200400
Backhoe/Loader, 45-60 HP, 3/4 cy cap.		*	$320.20	$40.03	15433200450
Backhoe/Loader, 80 HP, 1-1/4 cy cap		*	$387.85	$48.48	15433200460
Backhoe/Loader Attachments
Compactor, 20,000#		*	$141.50	$17.69	15433200482
Hydraulic Hammer, 750 ft-lb		*	$91.45	$11.43	15433200485
Hydraulic Hammer, 1,200 ft-lb		*	$171.40	$21.43	15433200486
Brush Chipper, 12" cutter head, 130 HP		*	$389.40	$48.68	15433200550
Caisson/ Water Well Drill Rig, Truck Mounted		*	$2,428.00	$303.50	15433200075
Chainsaw, gas, 36" long		*	$46.65	$5.83	15433405900
Compactor, 2 drum walk behind., 7.5 HP		*	$181.75	$22.72	15433201200
Compactor, Rammer Tamper, 8" Gas		*	$45.65	$5.71	15433201250
Compactor, Sheepfoot, Vib., 240 HP		*	$1,323.00	$165.38	15433203300
Compactor, Vibratory 21" plate, 5000 # Blow		*	$40.55	$5.07	15433201350
Compactor, Vib. Smooth Drum Roller, 125 HP		*	$650.90	$81.36	15433203400
Concrete Mud Jack Pump, 225 cf/hr		*	$155.40	$19.43	15433102180
Concrete Pour Bucket, 1.5 cy		*	$32.90	$4.11	15433100400
Concrete Pumper Truck, 110' Boom		*	$1,130.00	$141.25	15433102140
Concrete Saw, self propelled, gas, 30 HP		*	$110.15	$13.77	15433102650
Concrete Vibrator, 3 HP		*	$11.50	$1.44	15433102800
Crane, Crawler Mounted, 40 ton @ R=12'		*	$1,392.00	$174.00	15433600900
Crane, Truck Mounted, Hydraulic - 25 ton		*	$581.70	$72.71	15433602500
Crane, Truck Mounted, Hydraulic - 100 ton		*	$1,536.00	$192.00	15433602720
Disc Harrow Attachment for Tractor		*	$51.60	$6.45	15433201500
Dozer, 80 HP		*	$472.00	$59.00	15433204110
Dozer, 105 HP		*	$609.70	$76.21	15433204150
Ripper Attachment		*	$62.10	$7.76	15433500520
Dozer, 200 HP		*	$1,290.00	$161.25	15433204260
Ripper Attachment		*	$88.80	$11.10	15433500540
Dozer, 300 HP		*	$1,831.00	$228.88	15433204310
Ripper Attachment		*	$135.95	$16.99	15433500580
Dump Truck, 12 ton, 8 cy		*	$339.60	$42.45	15433205250
Dump Truck, 16 ton,12 cy		*	$567.05	$70.88	15433205300
Dump Truck, 25 ton, 18 cy		*	$705.00	$88.13	15433205310
Dump Truck, Off Road, 35 ton/22cy		*	$1,472.00	$184.00	15433205600
Dump Truck, Off Road, 50 ton/34 cy		*	$1,738.00	$217.25	15433205610
Excavator, 5/8 cy		*	$587.30	$73.41	15433200120
Excavator, 1 cy		*	$749.70	$93.71	15433200150
Excavator, 1.5 cy		*	$908.70	$113.59	15433200200
Excavator, 3.5 cy		*	$2,256.00	$282.00	15433200325
Excavator Attachments
Bucket Thumb		*	$177.20	$22.15	15433200342
Grapple		*	$154.10	$19.26	15433200345
Hydraulic Hammer, 5000 ft-lb		*	$407.60	$50.95	15433200347
Forklift, pnuematic tire, rough terrain, 5000# lift, gas		*	$276.20	$34.53	15433402015
Front End Loader, 2.5 - 3.5cy, 145 HP		*	$531.20	$66.40	15433204710
Front End Loader, 3.0 - 4.5 cy, 185 HP		*	$566.70	$70.84	15433204730
Front End Loader, 5.25 - 5.75 cy, 270 HP		*	$975.55	$121.94	15433204760
Generator, 1.5 - 3.0 KW		*	$26.70	$3.34	15433402100
Generator, 5 KW		*	$33.35	$4.17	15433402200
Grader, 25,000 #		*	$721.80	$90.23	15433201860
Grader, 30,000 #		*	$675.85	$84.48	15433201910
Grader, 40,000 #		*	$1,180.00	$147.50	15433201920
Hydromulcher, Truck Mounted - 3,000 gal		*	$292.90	$36.61	15433502200
Loader, Skid Steer, 30 HP		*	$174.55	$21.82	15433204880
Loader, Skid Steer, 78 HP		*	$392.50	$49.06	15433204890
Skid Steer - Auger Attachment		*	$87.95	$10.99	15433204892
Skid Steer - Backhoe Attachment		*	$76.90	$9.61	15433204893
Skid Steer - Conc. Hammer Attachment		*	$114.40	$14.30	15433204897
Skid Steer - Forks Attachment		*	$17.25	$2.16	15433204895
Mixer, power, mortar & concrete, gas, 6 cf, 18 HP		*	$135.35	$16.92	15433101800
Pile Driving Hammer, Diesel 22,400 ft-lb		*	$427.55	$53.44	15433202350
Pile Driver Leads, 90', w/hammer > 20,000 ft-lb		*	$134.60	$16.83	15433202300
Roller - Tandem, Smooth Drum, 10 ton, 35 HP		*	$232.05	$29.01	15433203050
Roller, Pneumatic Wheel, 12 ton, 80 HP		*	$338.35	$42.29	15433203200
Scraper, Dual Engine, 21 cy		*	$2,541.00	$317.63	15433203550
Scraper, Dual Engine, 31 cy		*	$3,603.00	$450.38	15433203600
Scraper, Elevating, 11 cy		*	$1,165.00	$145.63	15433203650
Scraper, Elevating, 22 cy		*	$2,307.00	$288.38	15433203700
Sheet Pile Vibr. Hammer,w/200 kW generator, 80 HP		*	$1,184.00	$148.00	15433202550
Sheet Pile Vibr. Hammer,w/200 kW generator, 150 HP		*	$2,236.00	$279.50	15433202600
Small Tools			$40.00	$5.00	(Allowance)
Tar Kettle, Truck Mounted		*	$134.50	$16.81	15433506000
Toilet, Portable Chemical		*	$14.45	$1.81	15433406410
Torch, Cutting, Acet.-Oxygen w/150' hose, no gas		*	$12.50	$1.56	15433406350
Torch Operating Costs, tips & gas		*	$167.85	$20.98	15433406360
Tractor, Farm w/attachments		*	$319.35	$39.92	15433406465
Trailer, Dump, Rear Dump, 16.5 cy		*	$133.95	$16.74	15433205350
Trailer, Dump, Rear Dump, 20 cy, 28 ton		*	$148.60	$18.58	15433205400
Trailer, Lowbed 75 ton		*	$249.91	$31.24	15433504901
Trailer, Platform, 2 axle, Flush Deck, 25 ton		*	$133.00	$16.63	15433406500
Trailer, Platform, 2 axle, Flush Deck 40 ton		*	$182.50	$22.81	15433406600
Trailer, Platform, 3 axle, Flush Deck, 50 ton		*	$200.95	$25.12	15433406700
Trailer, Water Tank, 400 gal.		*	$178.20	$22.28	15433406340	(Tar Kettle/Pot)
Trailer, Water Tanker, 5000 gal.		*	$149.45	$18.68	15433406900
Trash Pump, 2" gas, 20' suction, 100' discharge		*	$48.65	$6.08	15433405500+15433403200+2ea(15433403250)			($44.80+$2.05+2*$.90)
Trash Pump, 4" diesel, 20' suction, 100' discharge		*	$118.00	$14.75	15433405600+15433403220+2ea(15433403270)			($110.40+$3.10+2*$2.25)
Trash Pump, 6" diesel, 20' suction, 100' discharge		*	$256.70	$32.09	15433405650+15433403230+2ea(15433403280)			($234.20+$11.10+2*$5.70)
Trench Box, 9500 lbs, 8' x 20'		*	$144.65	$18.08	15433407060
Trencher, Operator riding, 40 HP (up to 36" x 6")		*	$348.50	$43.56	15433204910
Truck - Flat Bed, gas, 1.5 ton		*	$195.20	$24.40	15433205450
Truck - Flat Bed gas, 3 ton		*	$245.95	$30.74	15433205500
Truck - Pick Up, 4 wheel drive		*	$121.70	$15.21	15433407200
Truck Tractor, 4x2, 220 HP		*	$303.55	$37.94	15433407300
Truck Tractor, 4x2, 330 HP		*	$430.40	$53.80	15433407410
Truck Tractor, 6x4, 380 HP		*	$487.60	$60.95	15433407500
Truck Tractor, 6x4, 450 HP		*	$594.90	$74.36	15433407600
Truck - Water, off highway, 6,000 gal		*	$1,061.00	$132.63	15433406950
Wagondrill, Track, Swing, 5" drifter		*	$1,173.00	$146.63	15433400970
Water Truck, Highway - 5,000 gal		*	$453.00	$56.63	15433406900+15433407300		($149.45+$303.55)
Water Truck, Highway - 3,000 gal		*	$323.25	$40.41	15433401840	(Distributor Truck)
Welder, gas, 300 Amp		*	$95.65	$11.96	15433408000
Wheelbarrow, 5cf		*	$6.70	$0.84	15433408100
Crane Truck Mounted, Hydraulic 40 Ton		*	$1,296.96	$162.12	15433602560	(Based on a one day rental $900 + $396.96 daily operating cost)
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
Add Equipment		*	$0.00	$0.00
LABOR
Local labor is subject to the current Davis Bacon Wage Rate, which can be found at (http://www.wdol.gov/)
Choose - Selecting DBA Wage Decisions then select: State, County, Wage Type (Bldg., Highway, Heavy, etc.)
For this data base, the following Davis Bacon Wage Rates were applied:
General Decision Number WY19004 01/04/2019 WY40
Const Type: Highway
Modification Number: 0 Publication Date: 01/04/2019
		Base	Zone Rate		Total
Labor Craft/Classification	Zone	Hourly Rate	(if applies)	Fringes	Hourly Rate
Carpenter	3	$21.07		$3.39	$24.46
Concrete Finisher	3	$22.90		$3.41	$26.31
Electrician		$32.64		$9.94	$42.58
Ironworker (Rebar)	2	$27.18		$14.35	$41.53
Iron Worker (Structural)	2	$25.68		$9.25	$34.93
Laborer, Group 1		$16.79		$0.00	$16.79	fences, flag person, general laborers
Laborer, Group 2		$18.67		$2.40	$21.07	asphalt workers, concrete, hand operator tampers
Laborer, Group 3	3	$21.59		$3.14	$24.73	Powderman, Blaster, Tender; Wagon Drill, Air-Trac.
Painter		$18.67		$2.40	$21.07
Power Equipment Operator, Group 1	3	$21.97		$3.16	$25.13	backhoe, excavator (5cy) roller operator,skid steer
Power Equipment Operator, Group 2	3	$22.86		$5.84	$28.70	backhoe, excavator (6cy >), dozer operator,front end loader up to 10 cy, roto milling,
Power Equipment Operator, Group 3		$27.06		$7.48	$34.54	cranes, front end loader>10cy,
Truck Driver, Group 1	3	$19.52		$2.62	$22.14	dump truck up to 13 cy, water truck driver 3600 gal
Truck Driver, Group 2	3	$15.85		$7.36	$23.21	dump truck up to 13 tons, water truck driver 3600 gal, semi and low boy
Foreman*	3	$29.06		$7.48	$36.54
Electrician	3	$44.12		$15.08	$59.20
Electrician Equipment Operator	3	$22.18		$4.50	$26.68
Electrician Ground Man	3	$25.18		$10.92	$36.10
Hydrogeologist					$50.00
Engineering for well construction					$58.21
Force Acct Labor	3	$50.00			$50.00
BLM Engineer		$60.00			$60.00
* Add $2/hr. to Top Operator Rate for Foreman Rate
MATERIAL
When and where possible, material price support should be secured locally.
Contact supplier and obtain material costs - have suppliers provide and include material delivery or haul cost to the project site.
Principal reference source for material pricing: R.S. Means 2019 Construction Cost Data
When pricing pipe, check for the length of the pipe - essentially, you need to purchase pipe in full pipe length increments.
Note: haul cost is a variable and must be adjusted for haul unit (equipment), time and local labor rates - using haul cost calculation (below)
Description	Unit	Material	Haul*	Total		Reference/Notes
Asphalt, HMA (Hot Mixed Asphalt)	Ton	$75.50	$17.07	$92.57	*have to review	321216130850
Rip Rap Stone, Dumped, 300# Avg.	Ton	$26.00	$17.07	$43.07	how haul is calc'd	313713100370
Random Broken Stone (Gabions)	CY	$31.50	$23.89	$55.39	in A382	313713100100
Aggregate Road Base, Crushed 3/4"	Ton	$17.80	$23.89	$41.69		321123232010
Borrow/Fill Material (Common)	CY	$12.60	$23.89	$36.49		312323156000
Topsoil (Import)	CY	$26.50	$23.89	$50.39		312323157000
Crushed or Screened Bank Run Gravel	CY	$21.00	$23.89	$44.89		312323160050
Crushed Stone, 3/4" - 1-1/2"	CY	$27.50	$23.89	$51.39		312323160100
Pea Gravel, 3/8" - 1/2"	CY	$15.75	$23.89	$39.64		30513251100
Cobble, River Stone	CY	$43.00	$23.89	$66.89		30513251055
Asphalt Crack Sealing, 1/2" wide x 1" depth	LF	$0.71		$0.71		320117610180
Grout/Concrete, 4000 psi	CY	$194.06		$194.06		33113350300, 33113351410, 33113351430, 33113351520				concrete1.1+reducer+retarder+short load.5	(1281.1+4.01+3.25+92.5)
Grout/Concrete, 3,000 psi	CY	$189.66		$189.66		33113350150, 33113351410, 33113351430, 33113351520				concrete1.1+reducer+retarder+short load.5	(1241.1+4.01+3.25+92.5)
Forms, Foundation	SF	$2.31		$2.31		31113455000
Forms, Wall	SF	$3.08		$3.08		31113852400
Forms, Encasement (Sides)	SF	$3.07		$3.07		31113550020
Reinforcing Steel (Plain)	LB	$0.64		$0.64		32111600600 * 1.25 (small job)			(.51*1.25)
Reinforcing Steel (Epoxy)	LB	$1.16		$1.16		(032111600600+032116100100)*1.25			(.51+.42)*1.25
Reinforcing Steel Assessories (Allowance)	LB	$0.05		$0.05		Base on Rebar Total Weight
Welded Wire Mesh, 6x6, #10x#10, (per 100 SF)	SF	$0.16		$0.16		32211100100
Wall Finish Material	SF	$0.04		$0.04		33529600020
Curing Compound	SF	$0.13		$0.13		33923130300
Geotextile Fabric, woven, 200# tensile	SY	$0.94		$0.94		313219161500
Polypropylene Mesh, Stapled, 6.5 oz.	SY	$1.73		$1.73		312514160200
Silt Fence, Polypropylene, 3' high (50' bundles)	LF	$0.49		$0.49		312514161000
Fertilizer, 35#/M.S.F.	M.S.F.	$9.90		$9.90		329219130400
Grass Seed, 4.5#/M.S.F.	M.S.F.	$22.00		$22.00		329219130800
Slope Hydro Seed, Fertilizer & Mulch	SY	$0.55		$0.55		(329219144600*2 {small job})/111.11 sy per MSF			($30.50*2/111.11)
6" Dia. Perforated PVC	LF	$3.67		$3.67		334116302110
Cement	Sack	$14.65		$14.65		30513300250
Sand Bags	Ea	$6.35		$6.35		40513302650
Structural Steel, Galv.	LB	$1.87		$1.87		51223050020 + 50513505900 (galv)			(1.59+.28)
Standard Barbed Wire - 12-3/4 gage	LF	$0.16		$0.16		323126200020
Steel T Posts with clips, 6'	Ea	$11.40		$11.40		323113402660
Fence, Open Rail, #1 cedar, 3 rail, 4' high, inc. posts	LF	$12.20		$12.20		323129100880
Fence, wood stockade, 6' high, #1 cedar, 3-1/4" rails, posts	LF	$13.50		$13.50		323129101240
Fence, Chain Link, 6' high, 9 ga, 3 strand b.w., posts @ 10'	LF	$20.00		$20.00		323113200200
Gate, 12' double leaf, 6' high, CLTF 9 ga.	Ea	$480.00		$480.00		323113205060
Gate, 4', 6' high, CLTF 9 ga.	Ea	$208.00		$208.00		323113201400
Guardrail, corr. steel, galv., posts @ 6'-3" o.c.	LF	$26.00		$26.00		347113260012
Guardrail, End Anchorage Unit	Ea	$1,250.00		$1,250.00		347113260350
Guardrail, end section, flared	Ea	$46.50		$46.50		347113260365
12" Diam. CMP, Galv., 16 ga, w/coup.	LF	$10.46		$10.46		334211402560 + (334211402850/20')			(9.60+17.10/20)
18" Diam. CMP, Galv., 16 ga, w/coup.	LF	$14.82		$14.82		334211402600 +( 334211402855/20')			(13.85+19.45/20)
24" Diam. CMP, Galv., 14 ga, w/coup.	LF	$22.75		$22.75		334211402620 + (334211402860/20')			(21.50+25.00/20)
30" Diam. CMP, Galv., 14 ga, w/coup.	LF	$29.03		$29.03		334211402640 + (334211402865/20')			(27.50+30.50/20)
36" Diam. CMP, Galv., 12 ga, w/coup.	LF	$39.95		$39.95		334211402660 + (334211402870/20')			(38.00+39.00/20)
48" Diam. CMP, Galv., 12 ga, w/coup.	LF	$58.50		$58.50		334211402680 + (334211402875/20')			(56.00+50.00/20)
60" Diam. CMP, Galv., 10 ga, w/coup.	LF	$90.10		$90.10		334211402690 + (334211402880/20')			(87.00+62.00/20)
72" Diam. CMP, Galv., 10 ga, w/coup.	LF	$117.78		$117.78		334211402695 + (334211402885/20')			(114.00+75.50/20)
Flared End Section, 12" Diam. CMP	Ea	$105.00		$105.00		334211402790
Flared End Section, 18" Diam. CMP	Ea	$110.00		$110.00		334211402800
Flared End Section, 24" Diam. CMP	Ea	$207.00		$207.00		334211402810
Flared End Section, 30" Diam. CMP	Ea	$320.00		$320.00		334211402820
Flared End Section, 36" Diam. CMP	Ea	$470.00		$470.00		334211402825
Flared End Section, 48" Diam. CMP	Ea	$935.00		$935.00		334211402830
Flared End Scetion, 60" Diam. CMP	Ea	$1,600.00		$1,600.00		334211402835
Flared End Section, 72" Diam. CMP	Ea	$2,000.00		$2,000.00		334211402840
12" Diam. HDPE Type S, bell & spigot	LF	$7.94		$7.94		334211501040+15% water tight connection			(6.90*1.15)
18" Diam. HDPE Type S, bell & spigot	LF	$14.32		$14.32		334211051060+15% water tight connection			(12.45*1.15)
24" Diam. HDPE Type S, bell & spigot	LF	$22.60		$22.60		334211501070+15% water tight connection			(19.65*1.15)
30" Diam. HDPE Type S, bell & spigot	LF	$28.18		$28.18		334211501080+15% water tight connection			(24.500*1.15)
36" Diam. HDPE Type S, bell & spigot	LF	$38.53		$38.53		334211501090+15% water tight connection			(33.50*1.15)
12" Diam. RCP, Class 3 w/gasket	LF	$15.60		$15.60		334211602200
18" Diam. RCP, Class 3 w/gasket	LF	$25.50		$25.50		334211602230
24" Diam. RCP, Class 3 w/gasket	LF	$37.50		$37.50		334211602240
30" Diam. RCP, Class 3 w/gasket	LF	$60.50		$60.50		334211602260
36" Diam. RCP, Class 3 w/gasket	LF	$86.50		$86.50		334211602270
48" Diam. RCP, Class 3 w/gasket	LF	$106.00		$106.00		334211602290
60" Diam. RCP, Class 3 w/gasket	LF	$176.07		$176.07		334211602090 + 334113606270 (gasket)			($174+$15.50/7.5')
72" Diam. RCP, Class 3 w/gasket	LF	$300.00		$300.00		334211602310
84" Diam. RCP, Class 3 w/gasket	LF	$390.50		$390.50		334113602120 + 10% (gasket)			($355*1.10)
96" Diam. RCP, Class 3 w/gasket	LF	$467.50		$467.50		334113602140 + 10% (gasket)			($425*1.10)
Gabion, Galv. (6' x 3' x 1') (.67 cy )	Ea	$68.00		$68.00		313613100600	(2 sy x $34.00/sy)
Gabion, Galv. (6' x 3' x 1.5') (1.0 cy)	Ea	$95.00		$95.00		313613100700	(2 sy x $47.50/sy)
Gabion, Galv. (6' x 3' x 3') (2.0 cy)	Ea	$150.00		$150.00		313613100800	(2 sy x $75.00/sy)
Gabion, Galv. (9' x 3' x 1') (1.0 cy)	Ea	$102.00		$102.00		313613100600	(3 sy x $34.000/sy)
Gabion, Galv. (9' x 3' x 1.5') (1.5 cy)	Ea	$142.50		$142.50		313613100700	(3 sy x $47.50/sy)
Gabion, Galv. (9' x 3' x 3') (3.0 cy)	Ea	$225.00		$225.00		313613100800	(3 sy x $75.00/sy)
Gabion, Galv. (12' x 3' x 1') (1.33 cy)	Ea	$136.00		$136.00		313613100600	(4 sy x $34.000/sy)
Gabion, Galv. (12' x 3' x 1.5') (2.0 cy)	Ea	$190.00		$190.00		313613100700	(4 sy x $47.50/sy)
Gabion, Galv. (12' x 3' x 3') (4.0 cy)	Ea	$300.00		$300.00		313613100800	(4 sy x $75.00/sy)
Precast Concrete M.H., 4' I.D x 8' deep	Ea	$1,200.00		$1,200.00		330561101130
Precast Concrete M.H., 5' I.D.x 8' deep	Ea	$2,575.00		$2,575.00		330561101170
Precast Concrete M.H., 6' I.D.x 8' deep	Ea	$3,725.00		$3,725.00		330561101210
Precast Concrete Slab Top, 4' I.D.	Ea	$282.00		$282.00		330561101300
Precast Concrete Slab Top, 5' I.D.	Ea	$460.00		$460.00		330561101400
Precast Concrete Slab Top, 6' I.D.	Ea	$715.00		$715.00		330561101500
24" C.I. Frame & Cover, 400 lb	Ea	$273.00		$273.00		334233132100
Manhole Steps, Aluminum	Ea	$29.00		$29.00		330561104100
Specific Project Material Costs
6" daimeter, SDR 35, Cap	Ea	$20.50		$20.50		333111253670
Filter Fabric laid in trench, polypropylene	SY	$1.57		$1.57		334123190100
Septic Tank, precast concrete - 1,000 gal	Ea	$1,050.00		$1,050.00		333413130015
Distribution Box, concrete, 5 outlets	Ea	$93.00		$93.00		333451130015
6" diameter, SDR35, B&S, 20' lengths (perforated/solid)	LF	$3.67		$3.67		333111252040
6" diameter, SDR35, fittings, bends or elbows	EA	$31.00		$31.00		333111253080
Washed Rock, 3/4" to 1-1/2"	Ton	$18.65	$17.07	$35.72		30513250450
Precast Concrete Abutment (+/- 1.2 cy/ea)	Ea	$900.00		$900.00		FOB the Site	(Allowance)
Pre-engineered metal bridge w/wood deck; 32'(L) x 5' (W)	LS	$25,000.00		$25,000.00		FOB the Site	(Allowance)
3/4" Aggregate Road Bse Material	Ton	$12.00		$12.00		Sunroc Concrete Products - FOB Site
Disposal Fee	Load	$500.00		$500.00		Allowance
Stall paint striping, white, 4" wide	Ea	$9.70		$9.70		321723140825
Temporary Construction Signs w/spring stand	Ea	$45.00		$45.00		On-line Pricing - www.graniteconstructionsupply.com (30 day rental)($1.50/day)
42" Barrels w/Base	Ea	$12.00		$12.00		On-line Pricing - www.graniteconstructionsupply.com (30 day rental)($0.40/day)
Jute Control Blanket (4' x 225' per roll)	Roll	$59.00		$59.00		On-line Pricing - www.saraglove.com ($708/12 rolls = $59.00/roll)
U Staples - American FarmWorks 400 count, 2" barbed	Case	$19.99		$19.99		On-line Pricing - www.tractorsupply.com
CCA Treated Wood Post (5"-6" diameter) x 8'	Ea	$12.99		$12.99		On-line Pricing - www.tractorsupply.com
Studded T Posts, 6', 1.33 #/lf, w/clips	Ea	$5.49		$5.49		On-line Pricing - www.tractorsupply.com
12.5 Gage Barbed Wire (4 point), 80 rod unit	Units	$79.99		$79.99		On-line Pricing - www.tractorsupply.com
Wire Fence Stay, 36"	Ea	$0.89		$0.89		On-line Pricing - www.tractorsupply.com
Tube Gate, Tarter Painted 2", 16' (L) x 50" (H)	Ea	$219.99		$219.99		On-line Pricing - www.tractorsupply.com			(+/- 152 #)
Fence Staples, Hillman 8 gage. 1-3/4" galv., 57 each/box	Box	$3.99		$3.99		On-line Pricing - www.tractorsupply.com
Chicago Heights Steel T-Posts Clips, pack of 50	Pack	$4.59		$4.59		On-line Pricing - www.tractorsupply.com
Landscape Timber (6x6x8') Pressure Treated Redwood	Ea	$26.98		$26.98		Home Depot	(online pricing)
1/2" x 2' #4 Rebar Stakes	Ea	$2.70		$2.70		Home Depot	(online pricing)
Quickcrete 50# Fast Setting Concrete Mix	Ea	$4.97		$4.97		Home Depot	(online pricing)
Fire Ring (8"H x 30' Diameter w/Flip-Back Campfire Grill)	Ea	$230.00	$25.00	$255.00		www.belson.com	(online pricing - Model FR-30-G)
CONCRETE FIRE RING (OUTDOOR CREATION)	Ea	$1,100.00		$1,100.00		BOULDER LAKE BID PRICE 2019
CONCRETE PICNIC TABLE 8'	Ea	$1,150.00		$1,150.00		BOULDER LAKE BID PRICE 2019
SINGLE VAULT TOILET	Ea	$19,000.00	EA	$19,000.00		added by MF in 2016
DOUBLE VAULT TOILET	Ea	$35,000.00	EA	$30,000.00		BOULDER LAKE 2019 CONTRACT PRICE
5" x 8' AC2 Pressure Treated Flat Side Round Fence Post	Ea	$16.99		$16.99		On-line Pricing - www.menards.com
1" x 6" x 16' AC2 Pressure Treated Rough Sawn Lumber	Ea	$12.99		$12.99		On-line Pricing - www.menards.com
#10 x 4" Grip Rite Exterior Deck Screws (+/- 1000 pieces)	Box	$91.97		$91.97		On-line Pricing - www.WholesaleBolts.com
Clearing and Grubbing	AC			$3,209.00		RCE bid estimate sheet july 2016
Barbed Wire	Roll	$59.00		$59.00		Updated 2-8-2019
Smooth Wire	Roll	$55.00		$55.00		Updated 2-8-2019
GATE CLOSURES		$28.00	EA	$28.00		RSFO COSTS 2015 Updated 2-8-19
5.5' Steel T Posts	Ea	$4.12		$4.12		FPD, Inc 12-1-2017 DC
6.5' X 5" Treated Wood Posts	EA	$9.75		$9.75		FPD, Inc 12-1-2017 DC
42" X 4" Treated Round	EA	$2.90		$2.90		FPD, Inc 12-1-2017 DC
Clips for fence (1000 clips per box)	Box	$100.00		$100.00
Nails for fence	Box	$76.00		$76.00
Staples for fence	Box	$72.00		$72.00
5" x 5.5' Barkie Bucks	EA	$6.75		$6.75		From Joel quote from Pickeroon June 2018
3" x 13' Barkie Rail	EA	$7.75		$7.75		From Joel quote from Pickeroon June 2018
5' Barkie Stays	EA	$1.50		$1.50		From Joel quote from Pickeroon June 2018
6" x 8' drive post	EA	$16.50		$16.50		From DC quote from Pickeroon July 2019
6" Lag Screws	Box	$119.20		$119.20		From Joel quote from Pickeroon June 2018
7" Lag Screws	Box	$140.87		$140.87		From Joel quote from Pickeroon June 2018
12' Powder River Gate, Level Latch	EA	$300.00		$300.00		From Joel quote from Pickeroon June 2018
4" x 17' Barkie Rail	EA	$13.10		$13.10		From Joel quote from Pickeroon June 2018
Powder River Gate 8 Foot	EA	$240.00	EA	$240.00		Updated 2-8-2019 DC
8'x12' Cattle guard grids	Ea	$1,950.00	EA	$1,950.00		added by MF based on contracted price in 2017
8x16' Cattle guard grids	Ea	$2,555.00	EA	$2,555.00		added by MF based on contracted price in 2017
8'x20' Cattle guard grids	Ea	$3,215.50	EA	$3,225.00		added by MF based on contracted price in 2017
12' Cattle guard Base	Ea	$500.00	EA	$500.00		added by MF based on contracted price in 2017
16' Cattle guard Base	Ea	$652.00	EA	$652.00		added by MF based on contracted price in 2017
20' Cattle guard Base	Ea	$820.00	EA	$820.00		added by MF based on contracted price in 2017
3' - 4' X 16' treated rail	EA	$17.43	EA	$17.43		added DC July 2019, Pickeroon, Pinedale
Fenc 3 Post Corner	EA	$400.00	EA	$400.00
Fence End Panel	EA	$180.00	EA	$180.00
Fence Stress Panel	EA	$200.00	EA	$200.00
Drainage Crossing (Modified)	EA	$600.00	EA	$600.00		Revised DC, 1/22/2020 Deeper than usual.
Fence Removal	LF	$1.20	LF	$1.20		Revised DC, 1/22/2020
5" X 6 1/2" Treated CCA Pointed Driver Post	EA	$9.99	EA	$9.99		Added DC from Pickeroon price quote of 2019
6" X 8' Blunt Treated H Brace Post	EA	$16,50	EA	$16.50		Added DC from Pickeroon price quote of 2019
Galvanized 12.5 Guage Barbed Wire	Roll	$73.75	EA	$73.75		Added DC from Pickeroon price quote of 2019
Galvanized 12.5 Guage Smooth Wire	Roll	$63.99	EA	$63.99		Added DC from Pickeroon price quote of 2019
Bright Ring Shank Spike 50# Box	Box	$72.00	Box	$72.00		Added DC from Pickeroon price quote of 2019
5.5' T Post Green White Top	EA	$4.60	EA	$4.60		Added DC from Pickeroon price quote of 2019
3" Wooden Stay Treated 42"	EA	$4.00	EA	$4.00		Added DC from Pickeroon price quote of 2019
T Post Clips 100 per bag	Bag	$37.00	Bag	$37.00		Added DC from Pickeroon price quote of 2019
Wire Gates Construction	EA	$175.00	EA	$175.00		Added DC from previous projects

* Haul Cost - Adjustable Haul Cost Calculation	Quantity	Costs
Dump Truck, 12 ton, 8 cy		$42.45	Required Entry - Column A from drop down list select appropriate haul unit - either trailer or dump truck
Truck Tractor, 4x2, 330 HP		$53.80	Required Entry - Column A If tractor & dump trailer combination is used, select separate values (from drop down list) for each. If no truck tractor is required - leave blank and under Column C Costs delete #N/A
Truck Driver, (Lowboy/Tractor Haul)		$23.21	Required Entry - Column A from drop down list select the required truck driver.
Total Hourly Cost		$119.46
Estimated Round Trip Time (hours)	4.00		Required Entry - adjust estimated round trip time and include time for: load, unload, wait & haul
Total Round Trip Cost		$477.84
Payload, Ton (Unit Cost)	28.00	$17.07	Required Entry - adjust quantity (Ton) based on the weight capacity of the selected haul unit
Payload, CY (Unit Cost)	20.00	$23.89	Required Entry - adjust quantity (CY) based on the volume capacity of the selected haul unit

SALES TAX** (State & Local)
State	State Rate	Avg.Local Rate**	Total Combined Rate
Alaska	0.00%	1.76%	1.76%	2019 Tax-Rates.org - The 2017 Tax Resource
Arizona	0.00%	2.57%	2.57%	2019 Tax-Rates.org - The 2017 Tax Resource
California	7.50%	0.94%	8.44%	2019 Tax-Rates.org - The 2017 Tax Resource
Colorado	2.90%	4.54%	7.44%	2019 Tax-Rates.org - The 2017 Tax Resource
Idaho	6.00%	0.01%	6.01%	2019 Tax-Rates.org - The 2017 Tax Resource
Montana	0.00%	0.00%	0.00%	2019 Tax-Rates.org - The 2017 Tax Resource
Nevada	6.85%	1.09%	7.94%	2019 Tax-Rates.org - The 2017 Tax Resource
New Mexico*	0.00%	2.22%	2.22%	2019 Tax-Rates.org - The 2017 Tax Resource
North Dakota	5.00%	1.56%	6.56%	2019 Tax-Rates.org - The 2017 Tax Resource
Oregon	0.00%	0.00%	0.00%	2019 Tax-Rates.org - The 2017 Tax Resource
South Dakota	4.00%	1.83%	5.83%	2019 Tax-Rates.org - The 2017 Tax Resource
Utah	5.95%	0.73%	6.68%	2019 Tax-Rates.org - The 2017 Tax Resource
Washington	6.50%	2.39%	8.89%	2019 Tax-Rates.org - The 2017 Tax Resource
Wyoming	4.00%	1.47%	5.47%	2019 Tax-Rates.org - The 2017 Tax Resource
* New Mexcio does not have a State Sales Tax - instead it has a state gross receipts tax which ranges from 5.125% - 8.675% (see below)
** Note: In addition to State Sales Tax, the project may be subject to local sales tax, including: city and county, unless the project is "Tax Exempt"
The estimator needs to verify the tax rate for the specific project location.

http://priceandcompany.com/packaging-pricing-galv.htmlhttp://www.belson.com/

BID SCHEDULE

BID SCHEDULE
	Contract/Project Name	Estimator	Date
	Doty State Fence
	Fence
	Project Location	Contract Number
	Rawlins Field Ofice, Carbon County

Project Description

Remove all existing fence along 16,500 Linear Feet (LF) and dispose of properly. Construct approximately 14,000' (LF) of new 4-wire wildlife friendly steel fence. Construct approximately 1,500' (LF) of wildlife friendly wood top rail / 3-wire fence. Construct approximately 1,000' (LF) of livestock exclosure fence consisting of wood rail top and 39" woven wire.

FENCE STYLE 1
Item	Description	Unit	Quantity	Unit Price	Cost Amount
1	Moblization	EA	1.00
2	Fence Removal and Disposal	LF	16500.00
3	Construct new 4-Wire Fence	LF	14000.00
4	Corners 3 Post	EA	6.00
5	H-braces	EA	18.00
7	Wire Gates (16 feet)	EA	4.00
8	Metal panel gate(10 feet)	EA	2.00

FENCE STYLE 2
Item	Description	Unit	Quantity	Unit Price	Cost Amount
1	Construct New Rail Top Woven Wire Fence	LF	1000.00
2	H-Brace	EA	4.00
				TOTAL

FENCE STYLE 3
Item	Description	Unit	Quantity	Unit Price	Cost Amount
1	Construct New Rail Top 3-Wire Fence	LF	1500.00
2	End Panel	EA	2.00
				TOTAL

Total cost for all 3 segments:

File details come from the government source that posted it. Updated Aug 23, 2024.