9-RFP 26-111 SOI.xlsx

XLSX spreadsheet 195 KB Posted Jan 15, 2026

Attached to: MID BROADWELL CULVERT & SIDEWALK CONSTRUCTION
Solicitation number: 26-111
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Jan 19, 2026

City of Alpharetta Mid Broadwell Culvert and Sidewalk Construction - RFP 26-111

This is a Schedule of Items (cost proposal form) for the City of Alpharetta, Georgia's Request for Proposal (RFP 26-111) for Mid Broadwell Culvert and Sidewalk Construction along Mid Broadwell Road between Jennifer Oaks Drive and Bethany Road. The project encompasses comprehensive construction work including culvert installation, sidewalk construction, drainage improvements, utility relocations, and associated site work. The scope of work includes 55 primary line items plus numerous waterline relocation items, covering grading, traffic control, concrete work (valley gutters, sidewalks, curbs, and gutter installations), asphalt paving, drainage infrastructure (storm drain and side drain pipes of varying diameters), concrete structures (spillways, headwalls, wingwalls), riprap installation, erosion control measures (silt fencing, sediment traps, check dams), landscape restoration (sodding, mulch, fertilizer, agricultural lime), and miscellaneous construction elements. The total project budget is $300,000.00, with contractors required to submit detailed unit pricing for all specified items. Contractors must certify that they have carefully reviewed proposal documents, conducted site visits to verify existing conditions and dimensions, correlated personal observations with project requirements, and understand that proposals cannot be withdrawn within 60 days after the RFP due date.

The cost proposal form requires contractors to complete all fields with verified unit prices and item prices calculated by multiplying estimated quantities by unit prices entered. The form includes a miscellaneous construction lump sum category totaling $300,000.00, which represents the project's overall budget ceiling. Supporting documentation includes an extensive Item Mean Summary from the Georgia Department of Transportation spanning January 1, 2013 through January 5, 2023, providing historical pricing data for over 1,000 construction line items to assist contractors in developing competitive bids. Contractors must provide complete authorization information including company name, address, authorized signers with titles, phone number, and email address. The City reserves the right to waive informalities and irregularities in proposals and to accept the proposal deemed most advantageous to the City's interests.

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Other files

File	Type	Posted
7-RFP 26-111 Scope of Work-Submittal Info.pdf	PDF	Jan 15, 2026
1-IRS Form W-9 March 2024.pdf	PDF	Jan 15, 2026
6-E-Verify Affidavit-Contractor.pdf	PDF	Jan 15, 2026
8-RFP 26-111 Information and T C.pdf	PDF	Jan 15, 2026
3-RFP 26-111 MID BROADWELL UTILITY RELOCATION PLANS.pdf	PDF	Jan 15, 2026
2-RFP 26-111 MID BROADWELL CULVERT SIDEWALK CONSTR. PLANS.pdf	PDF	Jan 15, 2026
5-Disclosure-Debarment Required Form.pdf	PDF	Jan 15, 2026
4-Bid Bond Form.pdf	PDF	Jan 15, 2026

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Total

CITY OF ALPHARETTA SCHEDULE OF ITEMS
RFP 26-111 Mid Broadwell Culvert and Sidewalk Construction
Contractor's Name:	0
Instructions for completing this form:
1. This form MUST be used to submit cost proposal.
2. Complete all the fields. See end of this page as well for proposal authorization and contact info.
3. Verify all amounts entered. This form will be used for the project award.
4. Enter Unit Price. Form will calculate the Item Price by multiplying Estimated Quantity by Unit Price entered.
TOTAL
Mid Broadwell Road Culvert and Sidewalk Construction		$ 300,000.00
By completing and submitting this cost proposal form in response to the City of Alpharetta's RFP 26-111, Mid Broadwell Culvert and Sidewalk Construction, Contractor certifies that:
A. Contractor has carefully read and understands proposal Documents;
B. Contractor has visited site and become familiar with local conditions under which Work is to be performed, including verifying visible conditions, such as dimensions, materials, and attachments to remain, on existing facility;
C. Contractor has correlated personal observations with requirements of proposal Documents;
D. Contractor understands that proposal may not be withdrawn within Sixty (60) days after RFP due date, and Contractor guarantees that the City has the right to waive informalities and irregularities in proposals received and to accept proposal which, in City’s judgment, is in City’s own best interests.
Contractor Name:	0
Address:	0
Name(s) and Title(s) of Authorized Signer(s):	0
Contact Info - Phone Number:	0
Contact Info - Email Address:	0

ListOfMaterials

Mid Broadwell Culvert and Sidewalk Construction
RFP 26-111 Schedule of Items
Contractor Name:		0
Item Number	Item Description	Unit	Unit Cost	Quantity	Item Price
1	GRADING COMPLETE	LS		1	$ - 0
2	TRAFFIC CONTROL	LS		1	$ - 0
3	CHANGEABLE MESSAGE SIGN	EA		2	$ - 0
4	CONCRETE VALLEY GUTTER, 6 IN	SY		529	$ - 0
5	CONCRETE SIDEWALK, 4"	SY		866	$ - 0
6	CONCRETE CURB & GUTTER, 6" X 24", TP 2	LF		1606	$ - 0
7	DECORATIVE HANDRAIL	LF		280	$ - 0
8	RECYCLED ASPH CONC, 12.5 MM SUPERPAVE	TN		24	$ - 0
9	RECYCLED ASPH CONC, 19 MM SUPERPAVE	TN		64	$ - 0
10	GR AGGR BASE CRS, INCL MATL	TN		310	$ - 0
11	CLASS A CONCRETE, INCL REINFORCING STEEL (HEADWALLS AND WINGWALLS)	CY		54	$ - 0
12	FOUNDATION BACKFILL MATL, TYPE II	CY		107	$ - 0
13	CLASS A CONCRETE INCL REINF STEEL (TURNDOWN)	CY		55	$ - 0
14	CURB CUT WHEELCHAIR RAMP TYPE D	EA		1	$ - 0
15	CURB CUT WHEELCHAIR RAMP TYPE B	EA		1	$ - 0
16	SIDE DRAIN PIPE, 18" RCP	LF		113	$ - 0
17	STORM DRAIN PIPE, 18"	LF		70	$ - 0
18	STORM DRAIN PIPE, 24"	LF		55	$ - 0
19	STORM DRAIN PIPE, 96"	LF		55	$ - 0
20	CONCRETE SPILLWAY	EA		3	$ - 0
21	DROP INLET, GROUP 1- Double grate	EA		1	$ - 0
22	STN DUMPED RIP RAP, TP 3, 18 IN (St-Rp)	SY		50	$ - 0
23	PLASTIC FILTER FABRIC	SY		50	$ - 0
24	REMOVE WOOD FENCE	LF		250	$ - 0
25	RELOCATE ELECTRICAL BOX	EA		1	$ - 0
26	ADJUST WATER METER TO GRADE	EA		5	$ - 0
27	ADJUST TELECOM MANHOLE TO GRADE	EA		1	$ - 0
28	ADJUST GAS METER TO GRADE	EA		1	$ - 0
29	ADJUST TELECOM METER TO GRADE	EA		1	$ - 0
30	RELOCATE TELECOM FACILITY CONDUIT	LF		194	$ - 0
31	RESET FENCE	LF		250	$ - 0
32	REMOVE HIGHWAY SIGN, STD	EA		6	$ - 0
33	RESET SIGN	EA		14	$ - 0
34	AGRICULTURAL LIME	TN		2	$ - 0
35	FERTILIZER MIXED GRADE	TN		0.3	$ - 0
36	FERTILIZER NITROGEN CONTENT	LB		50	$ - 0
37	TEMPORARY GRASSING (Ds2)	AC		0.5	$ - 0
38	MULCH (Ds1)	TN		12	$ - 0
39	CONSTRUCT OF COMPOST SOCK CHECK DAM (Cd-FS)	LF		50	$ - 0
40	CONSTRUCT & REMOVE SILT CONTROL TP 1 (Rt-Sg1)	EA		2	$ - 0
41	CONSTRUCT & REMOVE SILT CONTROL TP 3 (Rt-Sg3)	EA		1	$ - 0
42	CONSTRUCT & REMOVE INLET SEDIMENT TRAP (Sd2-P)	EA		9	$ - 0
43	MAINTENANCE OF TEMPORARY SILT FENCE, TP A (Sd1-NS)	LF		235	$ - 0
44	MAINTENANCE OF TEMPORARY SILT FENCE, TP C (Sd1-S)	LF		1,390	$ - 0
45	MAINTENANCE OF CHECK DAMS - ALL TYPES	LF		50	$ - 0
46	MAINTENANCE OF SILT CONTROL TP 3 (Rt-Sg3)	EA		1	$ - 0
47	MAINTENANCE OF SILT CONTROL TP 1 (Rt-Sg1)	EA		2	$ - 0
48	MAINTENANCE OF INLET SEDIMENT TRAP (Sd2-P)	EA		9	$ - 0
49	TYPE B TREE FENCE	LF		323	$ - 0
50	TYPE C TREE FENCE	LF		756	$ - 0
51	SOD (Ds4)	SY		1,600.0	$ - 0
52	MULCH (Ds4)	SY		900.0	$ - 0
53	SLOPE STABILIZATION (SS)	SY		15	$ - 0
54	TEMPORARY SILT FENCE TP A (Sd1-NS)	LF		470	$ - 0
55	TEMPORARY SILT FENCE TP C (Sd1-S)	LF		2,780	$ - 0
Waterline Relocation
171-0030	TEMPORARY SILT FENCE, TYPE C	LF		150	$ - 0
500-3001	CLASS AA CONCRETE, HES	CY		2	$ - 0
600-0001	FLOWABLE FILL	CY		5	$ - 0
611-8120	ADJUST WATER METER BOX TO GRADE	EA		1	$ - 0
611-8140	ADJUST WATER VALVE BOX TO GRADE	EA		1	$ - 0
670-1060	WATER MAIN, 6 IN (DIP, CL350)	LF		40	$ - 0
670-1080	WATER MAIN, 12 IN (DIP, CL350)	LF		127	$ - 0
670-2500	INSERTION VALVE (12 IN)	EA		2	$ - 0
670-2700	ABANDONMENT OF WATER VALVES	EA		1	$ - 0
670-3087	TAPPING SLEEVE & VALVE ASSEMBLY, 12 IN X 12 IN	EA		1	$ - 0
670-4000	FIRE HYDRANT	EA		1	$ - 0
670-5000	WATER SERVICE LINE (1-1/2")	LF		10	$ - 0
670-5010	WATER SERVICE LINE, 1 IN	LF		10	$ - 0
670-5020	WATER SERVICE LINE, 2 IN	LF		10	$ - 0
670-5620	WATER SERVICE LINE, 3/4 IN	LF		10	$ - 0
670-9900	REMOVE EXIST WATER METER, INCL BOX	EA		1	$ - 0
670-1600	CUT & PLUG EXISTING WATER MAIN	EA		2	$ - 0
670-2002	VALVE MARKER (Per Fulton County Construction Detail)	EA		2	$ - 0
	MISCELLANEOUS CONSTRUCTION	LS	$ 300,000.00	1	$ 300,000.00
TOTAL					$ 300,000.00

By completing and submitting this cost proposal form in response to the City of Alpharetta's RFP 26-111, Mid Broadwell Culvert and Sidewalk Construction, Contractor certifies that:

A. Contractor has carefully read and understands proposal Documents;

B. Contractorhas visited site and become familiar with local conditions under which Work is to be performed, including verifying visible conditions, such as dimensions, materials, and attachments to remain, on existing facility;

C. Contractor has correlated personal observations with requirements of proposal Documents;

D. Contractor understands that proposal may not be withdrawn within Sixty (60) days after RFP due date, and Contractor guarantees that the City has the right to waive informalities and irregularities in proposals received and to accept proposal which, in City’s judgment, is in City’s own best interests.

Contractor Name:

Address:

Name(s), Title(s) Authorized Signer(s):

Contact Info - Phone Number:

Contact Info - Email Address:

&P of &N

Pavement Design List below an alignment with station range for each pavement design on a given alignment Total Design Depth Backcheck RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, BLEND 1, INCL BITUM MATL & H LIME tc={BCC574DE-3767-453D-AAF5-08C4F003CE8B}: [Threaded comment]

Your version of Excel allows you to read this threaded comment; however, any edits to it will get removed if the file is opened in a newer version of Excel. Learn more: https://go.microsoft.com/fwlink/?linkid=870924

Comment:

Add units to this tab also remember to denote most used items

RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL & H LIME

ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME

ASPH CONC 12.5 MM OGFC, GP 2 ONLY, INCL BITUM MATL & H LIME

ASPH CONC 12.5 MM OGFC, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL

RECYCLED ASPH CONC 12.5 MM SMA, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME

RECYCLED ASPH CONC 12.5 MM SMA, GP 1 OR 2, INCL POLYMER-MODIFIED BITUM MATL & H LIME

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME

RECYCLED ASPH CONC 19 MM MIX, GP 1 OR 2, INCL BITUM MATL & H LIME

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL

GR AGGR BASE CRS, INCL MATL

GR AGGR BASE CRS, 4 INCH, INCL MATL

GR AGGR BASE CRS, 5 INCH, INCL MATL

GR AGGR BASE CRS, 6 INCH, INCL MATL

GR AGGR BASE CRS, 7 INCH, INCL MATL

GR AGGR BASE CRS, 8 INCH, INCL MATL

GR AGGR BASE CRS, 10 INCH, INCL MATL

GR AGGR BASE CRS, 12 INCH, INCL MATL

GR AGGR BASE CRS, 14 IN, INCL MATL

GR AGGR BASE CRS, 16 IN, INCL MATL

PORTLAND CEMENT

RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME

MILL ASPH CONC PVMT, 1 IN DEPTH

MILL ASPH CONC PVMT, 1 1/4 IN DEPTH

MILL ASPH CONC PVMT, 1 1/2 IN DEPTH

MILL ASPH CONC PVMT, 2 IN DEPTH

MILL ASPH CONC PVMT, 3 IN DEPTH

MILL ASPH CONC PVMT, 3 1/2 IN DEPTH

MICRO-MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH

MILL ASPH CONC PVMT, VARIABLE DEPTH

List Area Below in SF

tc={E8CB5A8F-A33F-46AE-883A-225FD837EAB8}: [Threaded comment]

Comment:

*somehow add a note of where you can confirm this number!* like specifically which QTO file has this tc={BCC574DE-3767-453D-AAF5-08C4F003CE8B}: [Threaded comment]

Comment:

Add units to this tab also remember to denote most used items

402-3102	402-3103	ERROR:#N/A	400-3205	400-3206	402-3113	402-3130	402-3133	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	402-4510	402-3111	402-3190	402-3192	402-3143	310-1101	310-5040	310-5050	310-5060	310-5070	310-5080	310-5100	310-5120	310-5140	310-5160	301-5000	ERROR:#N/A	432-0204	432-0205	432-0206	432-0208	ERROR:#N/A	432-0214	432-0350	432-5010
	Mohawk Dr 100+00 to 101+00	3000	13	0	0	1	0	0	0	0	0	0	0	0	0	2	0	0	0	0	0	0	0	0	0	10	0	0	0	0	0	0	0	0	0	0	0	0	0
	Peachtree St 105+25 to 112+50	37000	17	1.5	0	0	0	0	0	0	0	0	0	0	0	0	2.5	0	3	0	0	0	0	0	0	10	0	0	0	0	0	0	0	0	0	0	0	0	0
	Nichol Way STA 200+00 to 202+50	7500	10	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	10	0	0	0	0	0	0	0	0	0	0	0	0	0
	Nichol Way STA 202+50 to 203+25	2250	1	1	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
	etc	5000	14.5	0	1.25	0	0	0	0	0	0	0	0	0	0	0	2.25	0	3	0	0	0	8	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
	**Parentheses need to be removed from tab titles*
	Also, perhaps provide a way to type in locations toward the beginning of the spreadsheet and allow those locations to be propogated throughout the spreadsheet!
	striping tab needs to be summed across the bottom
		Thickness Dropdown Bank
		0		in
		0.5		in
		0.75		in
		1		in
		1.25		in
		1.5		in
		1.75		in
		2		in
		2.25		in
		2.5		in
		2.75		in
		3		in
		3.25		in
		3.5		in
		3.75		in
		4		in
		4.25		in
		4.5		in
		4.75		in
		5		in
		5.25		in
		5.5		in
		5.75		in
		6		in
		7		in
		8		in
		9		in
		10		in
		11		in
		12		in
		13		in
		14		in

Add units to this tab also remember to denote most used items

*somehow add a note of where you can confirm this number!* like specifically which QTO file has this

Pavement Presents

	RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, BLEND 1, INCL BITUM MATL & H LIME	RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL & H LIME	ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	ASPH CONC 12.5 MM OGFC, GP 2 ONLY, INCL BITUM MATL & H LIME	ASPH CONC 12.5 MM OGFC, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL	RECYCLED ASPH CONC 12.5 MM SMA, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	RECYCLED ASPH CONC 12.5 MM SMA, GP 1 OR 2, INCL POLYMER-MODIFIED BITUM MATL & H LIME	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	RECYCLED ASPH CONC 19 MM MIX, GP 1 OR 2, INCL BITUM MATL & H LIME	RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME	RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL	RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL	GR AGGR BASE CRS, INCL MATL	GR AGGR BASE CRS, 4 INCH, INCL MATL	GR AGGR BASE CRS, 5 INCH, INCL MATL	GR AGGR BASE CRS, 6 INCH, INCL MATL	GR AGGR BASE CRS, 7 INCH, INCL MATL	GR AGGR BASE CRS, 8 INCH, INCL MATL	GR AGGR BASE CRS, 10 INCH, INCL MATL	GR AGGR BASE CRS, 12 INCH, INCL MATL	GR AGGR BASE CRS, 14 IN, INCL MATL	GR AGGR BASE CRS, 16 IN, INCL MATL	PORTLAND CEMENT	RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME	MILL ASPH CONC PVMT, 1 IN DEPTH	MILL ASPH CONC PVMT, 1 1/4 IN DEPTH	MILL ASPH CONC PVMT, 1 1/2 IN DEPTH	MILL ASPH CONC PVMT, 2 IN DEPTH	MILL ASPH CONC PVMT, 3 IN DEPTH	MILL ASPH CONC PVMT, 3 1/2 IN DEPTH	MICRO-MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH	MILL ASPH CONC PVMT, VARIABLE DEPTH
Unit:	manually fill this out	manually fill this out	TN	manually fill this out	manually fill this out	manually fill this out	manually fill this out	manually fill this out	manually fill this out	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A
Alignments	402-3102	402-3103	ERROR:#N/A	400-3205	400-3206	402-3113	402-3130	402-3133	ERROR:#N/A	ERROR:#N/A	ERROR:#N/A	402-4510	402-3111	402-3190	402-3192	402-3143	310-1101	310-5040	310-5050	310-5060	310-5070	310-5080	310-5100	310-5120	310-5140	310-5160	301-5000	ERROR:#N/A	432-0204	432-0205	432-0206	432-0208	ERROR:#N/A	432-0214	432-0350	432-5010
Mohawk Dr 100+00 to 101+00	0	0	18.3333333333	0	0	0	0	0	0	0	0	0	36.6666666667	0	0	0	0	0	0	0	0	0	183.3333333333	0	0	0	0	0	0	0	0	0	0	0	0	0
Peachtree St 105+25 to 112+50	339.1666666667	0	0	0	0	0	0	0	0	0	0	0	0	565.2777777778	0	678.3333333333	0	0	0	0	0	0	2261.1111111111	0	0	0	0	0	0	0	0	0	0	0	0	0
Nichol Way STA 200+00 to 202+50	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	458.3333333333	0	0	0	0	0	0	0	0	0	0	0	0	0
Nichol Way STA 202+50 to 203+25	13.75	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
etc	0	38.1944444444	0	0	0	0	0	0	0	0	0	0	0	68.75	0	91.6666666667	0	0	0	244.4444444444	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0
Total:	352.9166666667	38.1944444444	18.3333333333	0	0	0	0	0	0	0	0	0	36.6666666667	634.0277777778	0	770	0	0	0	244.4444444444	0	0	2902.7777777778	0	0	0	0	0	0	0	0	0	0	0	0	0

Item Mean Summary

Georgia Department Of Transportation	DO NOT FORMAT THIS SHEET! That way an updated IMS can easily be updated
Processed Date: Jan-05-2023	Last updated:	RHV	1/5/23
Item Mean Summary for Jan-01-2013 to Jan-01-2023

ITEM CODE	ITEM DESCRIPTION	QUANTITY	USE	UM	MEAN	WTD AVG
009-3000	MISCELLANEOUS CONSTRUCTION	2.00	2	LS	49,964.71	49964.705
150-1000	TRAFFIC CONTROL -	463.00	463	LS	333,790.06	333790.056695464362850971922246220302376
150-5010	TRAFFIC CONTROL, PORTABLE IMPACT ATTENUATOR	419.00	72	EA	9,969.39	9277.30188544152744630071599045346062053
150-9011	TRAFFIC CONTROL - WORKZONE LAW ENFORCEMENT (CONTRACTOR BIDS)	32,518.00	30	HR	62.72	63.1651700596592656374930807552740020912
153-1300	FIELD ENGINEERS OFFICE TP 3	98.00	98	EA	112,584.38	112584.381632653061224489795918367346939
154-1000	CONSTRUCTION VIBRATION MONITORING	25.00	25	LS	101,813.64	101813.642
156-0100	GPS DATA COLLECTION AND SUBMITTAL	68.00	68	LS	12,212.15	12212.1542647058823529411764705882352941
158-1000	TRAINING HOURS	82,000.00	23	HR	0.80	0.8
161-1000	INSTALL, MAINTAIN, AND REMOVE IMPAIRED STREAM PROJECT INFO SIGN	1.00	1	EA	1,100.00	1100
163-0232	TEMPORARY GRASSING	2,408.19	283	AC	730.89	613.627515059002721541536935977749300928
163-0240	MULCH	45,713.30	201	TN	241.82	117.902450490338697928174076253519216508
163-0301	CONSTRUCT AND REMOVE CONSTRUCTION EXITS	747.00	175	EA	2,478.38	2568.28526104417670682730923694779116466
163-0310	CONSTRUCTION EXIT TIRE CLEANING STATION (PER DAY)	1.00	1	EA	850.00	850
163-0501	CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 1	43.00	17	EA	918.42	930.624418604651162790697674418604651163
163-0502	CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 2	99.00	22	EA	739.26	763.736262626262626262626262626262626263
163-0503	CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 3	1,766.00	93	EA	672.50	684.937616081540203850509626274065685164
163-0520	CONSTRUCT AND REMOVE TEMPORARY PIPE SLOPE DRAIN	67,385.00	115	LF	25.50	20.4661893596497736885063441418713363508
163-0527	CONSTRUCT AND REMOVE RIP RAP CHECK DAMS, STONE PLAIN RIP RAP/SAND BAGS	3,333.00	81	EA	580.10	481.168169816981698169816981698169816982
163-0528	CONSTRUCT AND REMOVE FABRIC CHECK DAM - TYPE C SILT FENCE	565,724.00	120	LF	12.93	9.33924100798269120631261887422135175457
163-0529	CONSTRUCT AND REMOVE TEMPORARY SEDIMENT BARRIER OR BALED STRAW CHECK DAM	58,099.00	38	LF	10.09	9.23447873457374481488493777861925334343
163-0531	CONSTRUCT AND REMOVE SEDIMENT BASIN, TP 1, STA NO -	84.00	83	EA	35,558.75	35971.9416666666666666666666666666666667
163-0535	CONSTRUCT AND REMOVE TEMPORARY SEDIMENT TRAP, STA NO -	1.00	1	EA	5,000.00	5000
163-0539	CONSTRUCT AND REMOVE RETROFIT-SLOTTED BOARD DAM W/STONE FILTER	33.00	4	EA	2,030.33	2134.46787878787878787878787878787878788
163-0540	CONSTRUCT AND REMOVE RETROFIT, STA NO -	23.00	20	EA	2,879.73	2598.67695652173913043478260869565217391
163-0541	CONSTRUCT AND REMOVE ROCK FILTER DAMS	939.00	109	EA	1,341.31	1398.37362087326943556975505857294994675
163-0542	CONSTRUCT AND REMOVE STONE FILTER RING	106.00	32	EA	1,214.20	1194.89103773584905660377358490566037736
163-0543	CONSTRUCT AND REMOVE STONE FILTER BERM	21,901.00	36	LF	71.99	48.132927720195424866444454591114560979
163-0550	CONSTRUCT AND REMOVE INLET SEDIMENT TRAP	4,550.00	134	EA	288.82	255.516184615384615384615384615384615385
163-1930	CONSTRUCT AND REMOVE COMPOST FILTER SOCK, 18 IN	322.00	3	LF	18.26	13.7089440993788819875776397515527950311
165-0010	MAINTENANCE OF TEMPORARY SILT FENCE, TP A	240,524.00	43	LF	1.15	0.558049716452412233290648750228667409489
165-0030	MAINTENANCE OF TEMPORARY SILT FENCE, TP C	938,960.50	185	LF	1.69	0.894353479193214198041344657203364784781
165-0041	MAINTENANCE OF CHECK DAMS - ALL TYPES	407,812.00	145	LF	6.44	2.50619351563955940482379135483997528273
165-0050	MAINTENANCE OF SILT RETENTION BARRIER	10,093.00	25	LF	2.74	2.58075497869810759932626572872287724165
165-0060	MAINTENANCE OF TEMPORARY SEDIMENT BASIN, STA NO -	107.00	89	EA	3,243.12	3409.45392523364485981308411214953271028
165-0071	MAINTENANCE OF SEDIMENT BARRIER - BALED STRAW	44,525.00	22	LF	2.50	1.83797731611454239191465468837731611454
165-0085	MAINTENANCE OF SILT CONTROL GATE, TP 1	44.00	17	EA	239.72	222.876818181818181818181818181818181818
165-0086	MAINTENANCE OF SILT CONTROL GATE, TP 2	87.00	22	EA	175.07	139.440919540229885057471264367816091954
165-0087	MAINTENANCE OF SILT CONTROL GATE, TP 3	1,704.00	93	EA	188.15	185.001255868544600938967136150234741784
165-0095	MAINTENANCE OF RETROFIT, STA NO -	19.00	19	EA	462.09	462.092631578947368421052631578947368421
165-0096	MAINTENANCE OF RETROFIT-SLOTTED BOARD DAM W/ STONE FILTER	22.00	3	EA	689.14	674.284545454545454545454545454545454545
165-0101	MAINTENANCE OF CONSTRUCTION EXIT	494.00	175	EA	979.75	1152.27912955465587044534412955465587045
165-0105	MAINTENANCE OF INLET SEDIMENT TRAP	4,447.00	133	EA	118.83	106.439865077580391275016865302451090623
165-0107	MAINTENANCE OF TEMPORARY SEDIMENT TRAP, STA NO -	1.00	1	EA	1,000.00	1000
165-0110	MAINTENANCE OF ROCK FILTER DAM	921.00	107	EA	405.98	408.387730727470141150922909880564603692
165-0111	MAINTENANCE OF STONE FILTER RING	109.00	32	EA	353.58	353.393853211009174311926605504587155963
165-0112	MAINTENANCE OF STONE FILTER BERM	17,528.00	36	LF	30.07	19.2397295755362848014605203103605659516
165-0310	MAINTENANCE OF CONSTRUCTION EXIT TIRE WASH AREA (PER EACH)	266.00	166	EA	793.10	827.662706766917293233082706766917293233
165-1500	MAINTENANCE OF COMPOST FILTER SOCK (ALL SIZES)	190.00	2	LF	2.01	0.85
166-0500	RESTORATION OF LAKE -	1.00	1	LS	10,000.00	10000
167-1000	WATER QUALITY MONITORING AND SAMPLING	855.00	140	EA	435.32	408.67583625730994152046783625730994152
167-1500	WATER QUALITY INSPECTIONS	2,797.00	142	MO	1,215.28	1392.05235609581694672863782624240257419
169-0005	BIORETENTION BASIN, NO. -	4.00	4	EA	55,037.33	55037.325
169-0006	BIORETENTION BASIN MAINTENANCE	2.00	1	EA	2,933.01	2933.01
169-0010	BIOSLOPE, NO. -	12.00	12	EA	45,987.11	45987.1116666666666666666666666666666667
169-0015	DRY DETENTION BASIN, NO. -	33.00	33	EA	70,114.43	70114.4321212121212121212121212121212121
169-0016	DRY DETENTION BASIN MAINTENANCE	12.00	7	EA	3,005.80	3473.2625
169-0020	ENHANCED DRY SWALE, NO. -	5.00	5	EA	38,078.78	38078.784
169-0021	ENHANCED DRY SWALE MAINTENANCE	2.00	1	EA	1,466.51	1466.51
169-0040	WET DETENTION POND, NO. -	1.00	1	EA	121,052.63	121052.63
170-1000	FLOATING SILT RETENTION BARRIER	8,370.00	24	LF	16.52	17.9868172043010752688172043010752688172
170-2000	STAKED SILT RETENTION BARRIER	5,008.00	8	LF	7.40	7.61222444089456869009584664536741214058
171-0010	TEMPORARY SILT FENCE, TYPE A	474,106.00	43	LF	3.94	3.08572907746368955465655359771865363442
171-0030	TEMPORARY SILT FENCE, TYPE C	1,889,724.00	188	LF	4.52	4.19038599287515002190796116258247236104
201-1500	CLEARING & GRUBBING -	21.00	21	LS	4,586,568.03	4586568.02714285714285714285714285714286
205-0001	UNCLASS EXCAV	4,195,739.50	18	CY	8.33	7.70386941324646108272451137636166401656
205-0210	EXCAVATION - ROCK	8,135.00	2	CY	11.60	11.626551936078672403196066379840196681
205-1000	REMOVAL OF CONTAMINATED SOIL	6,206.00	5	CY	97.67	82.0430808894618111504995165968417660329
206-0002	BORROW EXCAV, INCL MATL	1,981,119.61	13	CY	11.39	8.56586618715060823611755576938638248096
207-0203	FOUND BKFILL MATL, TP II	19,529.40	77	CY	123.31	107.220722090796440238819420975554804551
207-2003	IMPERFECT TRENCH BKFILL MATL, TP III	146.00	1	CY	46.75	46.75
208-0100	IN PLACE EMBANKMENT	832,958.00	2	CY	13.60	13.3723730608265962989730574650822730558
208-0200	ROCK EMBANKMENT	11,328.00	8	CY	72.65	69.3788877118644067796610169491525423729
210-0100	GRADING COMPLETE -	200.00	200	LS	990,861.52	990861.5181
210-0200	GRADING PER MILE	693.14	98	LM	12,445.56	9696.90392444838142833647362300942663985
210-0250	UNDERCUT EXCAVATION	31,634.00	4	CY	30.51	16.5056221154454068407409749004235948663
211-0200	BRIDGE EXCAVATION, GRADE SEPARATION	4,513.00	10	CY	77.24	101.985563926434744072678927542654553512
211-0300	BRIDGE EXCAVATION, STREAM CROSSING	10,115.00	24	CY	57.38	51.1423153732081067721206129510627780524
212-1000	GRANULAR EMBANKMENT, INCL MATL & HAUL	120,986.00	11	CY	31.24	16.784364885193328153670672639809564743
215-4000	REMOVAL OF SOLID WASTE	100.00	1	CY	70.76	70.76
217-1000	REMOVAL OF UNDERGROUND STORAGE TANK, STA NO -	2.00	2	EA	8,900.00	8900
217-1500	OVEREXCAVATION OF CONTAMINATED SOIL	8,255.00	5	CY	83.40	32.0623864324651726226529376135675348274
225-4340	SOIL-LIME TREATED, ROADBED, CL C, 8 IN	469,388.00	1	SY	4.45	4.45
225-9001	LIME	6,197.00	1	TN	276.00	276
231-1250	MISCELLANEOUS CONSTRUCTION, UNPAVED ROADS, STREETS AND DRIVEWAYS	6,931.00	125	EA	367.69	159.928013273697879093925840427066801327
232-4000	SUB-BALLAST	14,403.00	1	TN	55.79	55.79
301-4161	PRE-MIXED SOIL-CEM STAB BASE CRS, 8 IN, INCL MATL AND HAUL	175,446.00	1	SY	16.75	16.75
301-4171	PRE-MIXED SOIL-CEM STAB BASE CRS, 10 IN, INCL MATL AND HAUL	191,200.00	1	SY	15.70	15.7
301-5000	PORTLAND CEMENT	13,413.00	2	TN	184.28	171.790512935212107656750913293073883546
310-1101	GR AGGR BASE CRS, INCL MATL	2,149,509.13	135	TN	43.48	37.6338409690774376938794393490201179094
310-5040	GR AGGR BASE CRS, 4 INCH, INCL MATL	16,145.00	3	SY	17.13	8.92349024465778878909879219572623103128
310-5050	GR AGGR BASE CRS, 5 INCH, INCL MATL	500.00	1	SY	9.00	9
310-5060	GR AGGR BASE CRS, 6 INCH, INCL MATL	194,053.00	36	SY	28.62	15.5912205943737020298578223475030017573
310-5070	GR AGGR BASE CRS, 7 INCH, INCL MATL	268.00	1	SY	27.00	27
310-5080	GR AGGR BASE CRS, 8 INCH, INCL MATL	459,456.00	32	SY	24.48	20.0370407394832149324418442680039002647
310-5100	GR AGGR BASE CRS, 10 INCH, INCL MATL	156,532.00	12	SY	30.01	27.629403508547772979326910791403674648
310-5120	GR AGGR BASE CRS, 12 INCH, INCL MATL	476,862.00	13	SY	43.25	25.0261895894409703436214250663714030474
310-5140	GR AGGR BASE CRS, 14 IN, INCL MATL	3,400.00	1	SY	24.00	24
310-5160	GR AGGR BASE CRS, 16 IN, INCL MATL	35,909.00	1	SY	27.60	27.6
315-1000	PORTLAND CEMENT	2,148.00	1	TN	292.95	292.95
315-1012	CEMENT STABILIZED RECLAIMED BASE COURSE, 12 IN, INCL MATERAL	49,394.00	1	SY	12.50	12.5
318-3000	AGGR SURF CRS	89,920.00	122	TN	45.51	37.6706457962633451957295373665480427046
400-3205	ASPH CONC 12.5 MM OGFC, GP 2 ONLY, INCL BITUM MATL & H LIME	2,000.00	2	TN	171.39	172.7005
400-3206	ASPH CONC 12.5 MM OGFC, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	153,752.00	18	TN	208.28	129.3656661376762578698163275924866018
402-1801	RECYCLED ASPH CONC PATCHING, INCL BITUM MATL	962.00	9	TN	271.83	281.628482328482328482328482328482328482
402-1802	RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME	260,589.00	206	TN	167.63	135.8622599572506897835288519469355959
402-1812	RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME	555,591.00	181	TN	132.12	104.352912592176619131699397578434495879
402-1818	RECYCLED ASPH CONC LEVELING, INCL POLYMER-MODIFIED BITUM MATL & H LIME	100.00	1	TN	120.16	120.16
402-3100	RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE I, GP 1 OR BLEND 1, INCL BITUM MATL & H LIME	32.00	1	TN	420.00	420
402-3101	RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE I, BLEND 1, INCL BITUM MATL & H LIME	273.00	2	TN	97.50	99.2857142857142857142857142857142857143
402-3102	RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, BLEND 1, INCL BITUM MATL & H LIME	46,981.50	71	TN	139.79	108.116942626352926151783148686184987708
402-3103	RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL & H LIME	674,097.50	97	TN	121.44	95.4768111734578454897103163859827398856
402-3111	RECYCLED ASPH CONC 19 MM MIX, GP 1 OR 2, INCL BITUM MATL & H LIME	521.00	1	TN	132.00	132
402-3113	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME	21,659.00	10	TN	114.32	103.064790156516921372177847546054757837
402-3121	RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME	1,170,474.00	174	TN	124.35	90.1861030659373894678566119367025666525
402-3130	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME	1,932,819.00	152	TN	125.48	93.9376634490865414712914142503772986503
402-3133	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL	80.00	1	TN	165.00	165
402-3143	RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL	150.00	1	TN	156.00	156
402-3190	RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME	718,213.80	206	TN	135.24	98.3738977028845728110487434243118135575
402-3192	RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL	417.00	3	TN	137.84	113.608393285371702637889688249400479616
402-3600	RECYCLED ASPH CONC 12.5 MM, SMA, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	106,225.00	9	TN	182.02	120.493152271122617086373264297481760414
402-3818	RECYCLED ASPH CONC 4.75 MM MIX, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	33,950.00	4	TN	106.15	102.32944035346097201767304860088365243
402-4510	RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME	1,092,799.00	96	TN	128.28	100.747747389959178220331460771834527667
407-0010	ASPHALT-RUBBER JOINT AND CRACK SEAL, TP M	21,037.00	3	LF	9.50	2.02321576270380757712601606692969529876
407-0020	ASPHALT-RUBBER JOINT AND CRACK SEAL, TP S	136,620.00	2	LF	1.00	1
413-0750	TACK COAT	5,131,099.07	408	GL	2.74	1.07655410169268082364272105157384926501
415-5000	ASPHALTIC CONCRETE OPEN GRADED CRACK RELIEF INTERLAYER, GP 2 ONLY, INCL BITUM MATL & H LIME	390,059.00	39	TN	91.69	91.9834066384828961772449808875067617976
417-1000	PAVER MOUNTED INFRARED TEMPERATURE BAR FOR ASPHALTIC CONCRETE	2.00	2	LS	53,900.00	53900
419-1000	HIGH FRICTION SURFACE TREATMENT	14,770.00	5	SY	31.87	26.8943466486120514556533513879485443467
420-0030	BITUMINOUS SCRUB SEAL TYPE C	1,024,395.00	6	SY	3.72	3.59720356893581089325894796440826048546
424-5007	SINGLE SURFACE TRTMT, STN SIZE 7 , GP 1 OR 2	31,340.00	1	SY	4.67	4.67
424-5107	SINGLE SURFACE TRTMT, STN SIZE 7 , GP 2 ONLY	1,806,265.00	7	SY	1.09	1.26017771478714363617741582768862819132
424-6196	DOUBLE SURFACE TREATMENT, STN SIZE 7 & 89, GP 2 ONLY, INCL SEAL SAND W 10 AND LATEX MODIFIED EMULSION	156,183.00	1	SY	2.76	2.76
429-1000	RUMBLE STRIPS	317.00	46	EA	951.72	891.3798107255520504731861198738170347
430-0200	PLAIN PC CONC PVMT, CL 1 CONC, 10 INCH THK	8,952.00	4	SY	165.83	102.614345397676496872207327971403038427
430-0210	PLAIN PC CONC PVMT, CL 1 CONC, 11 INCH THK	5,308.00	1	SY	98.99	98.99
430-0211	PLAIN PC CONC PVMT, CL 1 CONC, 11 1/2 INCH THK	16,973.00	1	SY	108.13	108.13
430-0220	PLAIN PC CONC PVMT, CL 1 CONC, 12 INCH THK	69,229.00	1	SY	93.58	93.58
430-0600	PLAIN PC CONC PVMT, CL HES CONC, 10 INCH THK	419.00	1	SY	119.60	119.6
430-0605	PLAIN PC CONC PVMT, CL HES CONC, 8.5 INCH THK	1,080.00	1	SY	108.13	108.13
431-1000	GRIND CONC PVMT	906,851.00	3	SY	24.71	3.65080961480993018698771904094498434693
432-0204	MILL ASPH CONC PVMT, 1 IN DEPTH	10,443.00	2	SY	10.73	6.25819687829167863640716269271282198602
432-0205	MILL ASPH CONC PVMT, 1 1/4 IN DEPTH	22,403.00	8	SY	17.63	9.1554367718609114850689639780386555372
432-0206	MILL ASPH CONC PVMT, 1 1/2 IN DEPTH	220,323.00	21	SY	8.48	3.50961547364551136286270611783608610994
432-0208	MILL ASPH CONC PVMT, 2 IN DEPTH	47,544.00	3	SY	5.84	3.22911198048123843176846710415615009255
432-0210	MILL ASPH CONC PVMT, 2 1/2 IN DEPTH	199.00	1	SY	18.30	18.3
432-0211	MILL ASPH CONC PVMT, 2 3/4 IN DEPTH	16,900.00	1	SY	4.50	4.5
432-0214	MILL ASPH CONC PVMT, 3 1/2 IN DEPTH	86,819.00	3	SY	3.78	2.28093090222186387772261832087446296318
432-0216	MILL ASPH CONC PVMT, 4 IN DEPTH	2,083.00	1	SY	20.18	20.18
432-0350	MICRO-MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH	1,093,591.00	4	SY	277.44	3.25821033640547517307658896241830812434
432-4000	REMOVE EPOXY POLYMER OVERLAY	3,988.00	1	SY	27.00	27
432-5010	MILL ASPH CONC PVMT, VARIABLE DEPTH	28,670,480.66	296	SY	8.05	2.05033478291186765196004216554351970184
433-1000	REINF CONC APPROACH SLAB	32,880.01	70	SY	257.76	270.938131405677796326704280199428163191
433-1100	REINF CONC APPROACH SLAB, INCL CURB	3,058.00	6	SY	286.54	297.837027468933943754087638979725310661
433-1200	REINF CONC APPROACH SLAB, INCL SLOPED EDGE	12,329.96	44	SY	251.71	251.352666999730737163786419420663165168
433-1300	REINF CONC APPROACH SLAB, INCL BARRIER	444.92	3	SY	238.33	225.990380293086397554616560280499865144
436-1000	ASPHALTIC CONCRETE CURB -	175.00	1	LF	20.00	20
437-1300	STRAIGHT GRANITE CURB, 5 IN X 16 IN, TP A	90.00	2	LF	115.00	106.111111111111111111111111111111111111
437-2600	CIRCULAR GRANITE CURB, 5 IN X 16 IN, TP A	178.00	2	LF	140.25	134.115168539325842696629213483146067416
439-0016	PLAIN PC CONC PVMT, CL 3 CONC, 7 INCH THK	1,001.00	1	SY	142.00	142
439-0018	PLAIN PC CONC PVMT, CL 3 CONC, 8 INCH THK	11,877.00	1	SY	118.17	118.17
439-0019	PLAIN PC CONC PVMT, CL 3 CONC, 8 1/2 INCH THK	445.00	1	SY	118.95	118.95
439-0021	PLAIN PC CONC PVMT, CL 3 CONC, 9 1/2 INCH THK	593.00	1	SY	97.85	97.85
439-0022	PLAIN PC CONC PVMT, CL 3 CONC, 10 INCH THK	45,361.00	19	SY	161.59	142.62779568351667732192852891250192897
439-0023	PLAIN PC CONC PVMT, CL 3 CONC, 10 1/2 INCH THK	3,696.00	1	SY	97.81	97.81
439-0024	PLAIN PC CONC PVMT, CL 3 CONC, 11 INCH THK	4,657.00	2	SY	122.83	109.871425810607687352372772170925488512
439-0026	PLAIN PC CONC PVMT, CL 3 CONC, 12 INCH THK	92,513.00	5	SY	111.49	105.268882427334536767805605698658566904
439-0044	PLAIN PC CONC PVMT, CL HES CONC, 6 INCH THK	22.00	1	SY	194.92	194.92
439-0052	PLAIN PC CONC PVMT, CL HES CONC, 10 INCH THK	1,495.00	2	SY	205.00	184.173913043478260869565217391304347826
439-0056	PLAIN PC CONC PVMT, CL HES CONC, 12 INCH THK	1,922.00	1	SY	121.19	121.19
439-0108	CONT REINF CONC PVMT, CL HES CONC, 8 INCH THK	243.00	1	SY	133.43	133.43
441-0004	CONC SLOPE PAV, 4 IN	18,923.60	28	SY	192.63	66.2024683464034327506394132194719820753
441-0006	CONC SLOPE PAV, 6 IN	2,006.00	5	SY	84.79	89.1058424725822532402791625124626121635
441-0014	DRIVEWAY CONCRETE, 4 IN TK	160.00	1	SY	63.00	63
441-0016	DRIVEWAY CONCRETE, 6 IN TK	39,089.00	59	SY	74.59	64.0727803218296707513622758320755199673
441-0018	DRIVEWAY CONCRETE, 8 IN TK	26,979.00	37	SY	88.73	79.8906905370843989769820971867007672634
441-0050	CONC SLOPE DRAIN	2,269.06	51	SY	200.45	132.533934757124095440402633689721734992
441-0104	CONC SIDEWALK, 4 IN	163,592.00	61	SY	73.74	47.3264268423883808499193114577729962345
441-0105	CONC SIDEWALK, 5 IN	58.00	1	SY	92.00	92
441-0106	CONC SIDEWALK, 6 IN	9,589.00	4	SY	72.73	65.5766252998227135259151110647617061216
441-0108	CONC SIDEWALK, 8 IN	51,506.00	70	SY	129.17	75.8840057469032734050401894924863122743
441-0204	PLAIN CONC DITCH PAVING, 4 IN	23,405.00	38	SY	69.87	60.4420572527237769707327494125186925871
441-0206	PLAIN CONC DITCH PAVING, 6 IN	55.00	1	SY	91.18	91.18
441-0300	CONC SPILLWAY, SPCL DES	9.00	3	EA	5,320.68	5601.13888888888888888888888888888888889
441-0301	CONC SPILLWAY, TP 1	150.00	59	EA	3,114.15	3098.74546666666666666666666666666666667
441-0302	CONC SPILLWAY, TP 2	8.00	4	EA	2,767.87	2702.635
441-0303	CONC SPILLWAY, TP 3	231.00	73	EA	2,850.37	2778.74207792207792207792207792207792208
441-0304	CONC SPILLWAY, TP 4	11.00	9	EA	2,525.39	2356.00272727272727272727272727272727273
441-0600	CONC HEADWALLS	5.00	2	CY	2,135.00	2046
441-0740	CONCRETE MEDIAN, 4 IN	48,080.00	14	SY	65.41	39.4357568635607321131447587354409317804
441-0746	CONCRETE MEDIAN, 5 1/2 IN	61.00	1	SY	121.31	121.31
441-0748	CONCRETE MEDIAN, 6 IN	41,258.00	47	SY	94.93	79.0846524310436763779145862620582674875
441-0754	CONCRETE MEDIAN, 7 1/2 IN	34,634.00	16	SY	94.63	89.6595045331177455679390194606456083617
441-0764	CONCRETE MEDIAN, 10 IN	42.00	1	SY	140.60	140.6
441-3999	CONCRETE V GUTTER	52,351.00	20	LF	34.58	23.6332774923115126740654428759718056962
441-4020	CONC VALLEY GUTTER, 6 IN	11,839.00	28	SY	71.74	67.1020322662387025931244192921699467861
441-4030	CONC VALLEY GUTTER, 8 IN	13,310.00	29	SY	83.91	90.5553651389932381667918858001502629602
441-4050	CONC VALLEY GUTTER WITH CURB, 8 IN	1,251.00	3	SY	102.39	103.437865707434052757793764988009592326
441-4130	CONC GUTTER WITH RAISED EDGE, 6 IN X 30 IN	136.00	1	LF	25.00	25
441-5001	CONCRETE HEADER CURB, 4 IN, TP 1	1,384.00	4	LF	23.10	24.0304552023121387283236994219653179191
441-5002	CONCRETE HEADER CURB, 6 IN, TP 2	31,042.00	27	LF	30.66	24.9369338315830165582114554474582823272
441-5003	CONCRETE HEADER CURB, 8 IN, TP 3	186.00	2	LF	29.38	29.2755376344086021505376344086021505376
441-5004	CONCRETE HEADER CURB, 10 IN, TP 4	908.00	3	LF	43.25	28.3975770925110132158590308370044052863
441-5007	CONCRETE HEADER CURB, 8 IN, TP 7	247.00	1	LF	28.00	28
441-5008	CONCRETE HEADER CURB, 6 IN, TP 7	13,057.00	21	LF	27.48	24.5375415485946235735620739833039748794
441-5020	CONCRETE HEADER CURB, 3 IN, TP 9	790.00	1	LF	24.28	24.28
441-5024	CONCRETE HEADER CURB, 4 IN, TP 8	6.00	1	LF	1,200.00	1200
441-5025	CONCRETE HEADER CURB, 4 IN, TP 9	5,959.00	11	LF	26.06	26.1887481120993455277731162946803154892
441-5051	CONC DOWELED INTEGRAL CURB, TP 1, INCL DOWELS	256.00	1	LF	30.28	30.28
441-5052	CONC DOWELED INTEGRAL CURB, TP 2, INCL DOWELS	34.00	2	LF	56.88	66.0294117647058823529411764705882352941
441-5057	CONC DOWELED INTEGRAL CURB, TP 7, INCL DOWELS	15,402.00	8	LF	27.04	22.2981742630827165303207375665497987274
441-6002	CONC CURB & GUTTER, 6 IN X 18 IN, TP 2	58.00	2	LF	55.50	56.1724137931034482758620689655172413793
441-6012	CONC CURB & GUTTER, 6 IN X 24 IN, TP 2	510.00	3	LF	40.12	32.1572549019607843137254901960784313726
441-6022	CONC CURB & GUTTER, 6 IN X 30 IN, TP 2	553.50	4	LF	75.88	86.9485094850948509485094850948509485095
441-6216	CONC CURB & GUTTER, 8 IN X 24 IN, TP 2	6,238.00	6	LF	31.82	26.944773966014748316768194934273805707
441-6219	CONC CURB & GUTTER, 8 IN X 24 IN, TP 7	80.00	1	LF	24.00	24
441-6221	CONC CURB & GUTTER, 8 IN X 30 IN, TP 1	1,464.00	5	LF	34.37	34.5538797814207650273224043715846994536
441-6222	CONC CURB & GUTTER, 8 IN X 30 IN, TP 2	384,610.00	68	LF	32.45	23.8229937339122747718468058552819739476
441-6720	CONC CURB & GUTTER, 6 IN X 30 IN, TP 7	918.00	2	LF	23.50	25.2690631808278867102396514161220043573
441-6740	CONC CURB & GUTTER, 8 IN X 30 IN, TP 7	102,657.00	25	LF	35.51	20.7304264687259514694565397391312818415
441-6743	CONC CURB & GUTTER, 8 IN X 30 IN, TP 9	2,661.00	6	LF	40.47	38.3830740323186771890266816986095452837
441-6745	CONC CURB & GUTTER, 8 IN X 32 IN, TP 9	4,191.00	8	LF	36.14	34.1720042949176807444523979957050823193
441-7011	CURB CUT WHEELCHAIR RAMP, TYPE A	402.00	35	EA	3,134.65	2749.66470149253731343283582089552238806
441-7012	CURB CUT WHEELCHAIR RAMP, TYPE B	408.00	33	EA	2,725.00	2676.00843137254901960784313725490196078
441-7013	CURB CUT WHEELCHAIR RAMP, TYPE C	20.00	4	EA	2,307.38	1917.953
441-7014	CURB CUT WHEELCHAIR RAMP, TYPE D	725.00	46	EA	2,597.70	2483.1012689655172413793103448275862069
441-9999	CONCRETE SIDEWALK, 4 IN, STAMPED CONC TILE, RED BRICK PTRN	1,140.00	1	SY	60.82	60.82
444-1000	SAWED JOINTS IN EXIST PAVEMENTS - PCC	8,405.00	18	LF	7.58	5.73692920880428316478286734086853063653
446-1100	PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH	537,848.00	98	LF	11.32	6.56108909952254168463952640894825303803
446-2118	HIGH STRENGTH PVMT REINF FABRIC, 18 IN WIDTH	45,373.00	8	LF	13.51	11.9711868291715337315143367200758160139
449-1350	PREFORMED SILICONE JOINT SEAL, BR NO. -	17,286.00	150	LF	70.81	69.0993289367117898877704500752053685063
449-3800	PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO - ______, BT NO - _____	5,952.00	59	LF	70.42	69.094422043010752688172043010752688172
449-3805	PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTEM, BR NO -	8,435.00	7	LF	73.86	74.6073503260225251926496739774748073503
451-1105	PATCHING PCC PAVEMENT	420.00	6	SY	3,452.97	791.638095238095238095238095238095238095
452-1000	FULL DEPTH SLAB REPLACEMENT	16,875.00	2	CY	517.27	519.523437037037037037037037037037037037
453-1000	PORTLAND CEMENT CONCRETE WHITETOPPING	2,182.00	1	CY	600.00	600
454-0100	DILUTED EMULSIFIED ASPH FOG SEAL	21,000.00	1	GL	6.00	6
455-1000	FILTER FABRIC FOR EMBANKMENT STABILIZATION	214,761.00	19	SY	6.67	4.19376600034456907911585436834434557485
456-2012	INDENTATION RUMBLE STRIPS - GROUND-IN-PLACE (CONTINUOUS)	267.19	36	GLM	4,050.21	1027.29331496964752202519517653839532325
456-2015	INDENTATION RUMBLE STRIPS - GROUND-IN-PLACE (SKIP)	893.39	125	GLM	4,308.68	940.600042310891024830224751423515229122
456-2020	INDENTATION EDGE LINE RUMBLE STRIPS-GROUND IN PLACE (CONTINUOUS)	1,170.22	84	GLM	3,077.70	657.221048655725153005156286584938584303
456-2022	INDENTATION EDGE LINE RUMBLE STRIPS-GROUND IN PLACE (SKIP)	672.69	68	GLM	2,858.20	678.774513593225982922246271674238279856
456-2025	INDENTATION CENTERLINE RUMBLE STRIPS-GROUND IN PLACE (CONTINUOUS)	541.36	114	GLM	4,846.78	835.194917226678094717358938077944724194
457-1005	GEOGRID REINFORCEMENT, TP A	23,577.00	3	SY	9.69	8.40501251219408745811596046994952708148
457-1010	GEOGRID REINFORCEMENT, TP B	311.00	1	SY	10.00	10
461-1000	RESEALING ROADWAY JOINTS AND CRACKS, TP -	1,147,382.00	3	LF	8.21	1.89974498466944749002511805135517203512
461-2000	RESEALING BRIDGE JOINTS, TP -	15,774.00	18	LF	48.44	51.6897426144288068974261442880689742614
500-0100	GROOVED CONCRETE	169,957.00	84	SY	15.15	9.43308130880163806139199915272686620733
500-1006	SUPERSTR CONCRETE, CL AA, BR NO -	15,875.00	29	CY	2,022.25	1419.95584818897637795275590551181102362
500-1011	SUPERSTR CONCRETE, CL D, BR NO -	40,143.00	88	CY	17,307.20	1609.91993896818872530702737712677179085
500-2100	CONCRETE BARRIER	74,068.00	107	LF	103.53	88.1915973159799103526489172112113193282
500-2110	CONCRETE PARAPET, SPCL DESIGN	949.00	3	LF	454.13	369.162908324552160168598524762908324552
500-3002	CLASS AA CONCRETE	30,472.96	87	CY	1,373.54	1115.55056220334355441676817742680724157
500-3101	CLASS A CONCRETE	8,580.92	109	CY	1,676.99	1455.62436865773429528102101824931674025
500-3104	CLASS A CONCRETE, SIGNS	175.52	11	CY	1,011.63	1395.18767305917341811096297815608655523
500-3107	CLASS A CONCRETE, RETAINING WALL	1,565.00	6	CY	2,595.76	978.038677316293929712460063897763578275
500-3108	CLASS A CONCRETE, FILLER	4.00	1	CY	1,854.00	1854
500-3110	CLASS A CONCRETE, TYPE P1, RETAINING WALL	1,829.00	10	LF	710.22	680.012055768179332968835429196282121378
500-3115	CLASS A CONCRETE, TYPE P2, RETAINING WALL	4,460.00	12	LF	930.74	819.613213004484304932735426008968609865
500-3120	CLASS A CONCRETE, TYPE P3, RETAINING WALL	2,189.00	7	LF	1,051.35	1030.33428049337597076290543627227044313
500-3200	CLASS B CONCRETE	2,702.79	57	CY	1,043.98	406.328955016466324230267327564230874108
500-3201	CLASS B CONCRETE, RETAINING WALL	3,040.00	15	CY	931.69	789.866648026315789473684210526315789474
500-3402	CLASS CS CONCRETE	80.00	2	CY	400.00	400
500-3650	CLASS AA-1 CONCRETE	444.00	2	CY	1,339.91	876.062972972972972972972972972972972973
500-3700	SEAL CONC	271.00	3	CY	1,016.67	980.811808118081180811808118081180811808
500-3800	CLASS A CONCRETE, INCL REINF STEEL	964.55	42	CY	1,828.32	1565.46666321082370017106422684153232077
500-3900	CLASS B CONCRETE, INCL REINF STEEL	80.90	7	CY	1,612.80	1641.68702101359703337453646477132262052
500-5000	ULTRA HIGH PERFORMANCE CONCRETE, BR NO -	27.00	1	CY	7,407.41	7407.40740740740740740740740740740740741
500-9999	CLASS B CONC, BASE OR PVMT WIDENING	6,352.32	55	CY	382.04	347.246407611707218779910331973200342552
501-2000	STR STEEL, BR NO -	7.00	7	LS	68,385.10	68385.1014285714285714285714285714285714
501-2001	STR STEEL	8,573.00	3	LB	29.67	39.3514522337571445235040242622185932579
501-2100	STR STEEL, SWAYBRACING	1,473.00	1	LB	5.77	5.77
501-3000	STR STEEL, BR NO -	1,719,201.00	10	LB	68.15	1.75044514283088481218891799155537950478
504-0600	TWENTY-FOUR HOUR ACCELERATED STRENGTH CONC	392.00	10	CY	4,871.50	2186.04591836734693877551020408163265306
507-0010	PSC CAPS	20.00	4	EA	87,226.79	103570.045
507-0027	PSC BOX BEAMS, 27 IN, BR NO -	33,737.00	22	LF	372.47	374.822719862465542282953433915285887898
507-0033	PSC BOX BEAMS, 33 IN, BR NO -	4,708.00	5	LF	432.01	426.569027187765505522514868309260832625
507-0039	PSC BOX BEAMS, 39 IN, BR NO -	1,380.00	1	LF	500.00	500
507-1021	PSC CORED SLAB BEAMS, 21 IN, BR NO -	5,843.00	4	LF	309.96	300.997374636316960465514290604141708027
507-1024	PSC CORED SLAB BEAMS, 24 IN, BR NO -	2,984.00	2	LF	310.63	309.656501340482573726541554959785522788
507-8900	PSC BEAMS, AASHTO TYPE I MOD, BR NO -	14,401.00	22	LF	223.49	186.059242413721269356294701756822442886
507-9002	PSC BEAMS, AASHTO TYPE II, BR NO -	57,078.00	25	LF	242.66	240.637903044956025088475419601247415817
507-9003	PSC BEAMS, AASHTO TYPE III, BR NO -	31,029.00	27	LF	310.59	303.943305295046569338360888201360018048
507-9030	PSC BEAMS, AASHTO, BULB TEE, 54 IN, BR NO -	27,879.00	28	LF	391.68	381.019771153915133254420890275834857778
507-9031	PSC BEAMS, AASHTO, BULB TEE, 63 IN, BR NO -	14,096.00	13	LF	453.81	431.513358399545970488081725312145289444
507-9032	PSC BEAMS, AASHTO, BULB TEE, 72 IN, BR NO -	12,803.00	10	LF	405.82	409.717313910802155744747324845739279856
507-9033	PSC BEAMS, AASHTO, BULB TEE, 74 IN, BR NO -	27,548.00	15	LF	448.97	446.000833454334252940322346449833018731
507-9034	PSC BEAMS, AASHTO, BULB TEE, 65 IN, BR NO -	6,835.00	4	LF	402.90	400.698810534016093635698610095098756401
507-9035	PSC BEAMS, AASHTO BULB TEE, 56 IN, BR NO -	2,965.00	2	LF	470.26	414.315504215851602023608768971332209106
507-9240	PSC BEAMS, SPCL DESIGN, BR NO -	2,786.00	2	LF	792.76	811.876582914572864321608040201005025126
507-9536	PSC BEAMS, FIB, 36 IN, BR NO -	343.00	1	LF	500.00	500
507-9545	PSC BEAMS, FIB, 45 IN, BR NO -	5,206.00	3	LF	405.83	402.71897810218978102189781021897810219
507-9584	PSC BEAMS, FIB, 84 IN, BR NO -	1,386.00	1	LF	639.68	639.68
511-1000	BAR REINF STEEL	6,088,241.56	177	LB	1.89	1.47147695138430085550022098663246863681
511-3000	SUPERSTR REINF STEEL, BR NO -	14,161,667.00	165	LB	2,039.77	1.50230999217818071841401157081295584764
514-0500	EPOXY COATED BAR REINFORCEMENT STEEL	4,811.00	2	LB	1.36	1.32236125545624610268135522760340885471
514-1000	EPOXY COATED SUPERSTR REINF STEEL, BR NO -	639,688.00	15	LB	6.79	1.91116067520416202898913220194844986931
515-2015	GALV STEEL PIPE HANDRAIL -	359.00	3	LF	80.08	76.7708913649025069637883008356545961003
515-2020	GALV STEEL PIPE HANDRAIL, 2 IN, ROUND	11,531.00	12	LF	63.99	52.0753204405515566733154106322088283757
515-2105	42 IN METAL SAFETY RAIL	104.00	1	LF	68.00	68
516-0001	ALUM HANDRAIL, SPCL DES	363.00	1	LF	167.20	167.2
516-1100	ALUM HANDRAIL, STD 3626	80.00	1	LF	260.00	260
518-1000	RAISE EXISTING BRIDGE, STA -	11.00	11	LS	186,000.00	186000
519-0225	CONCRETE OVERLAY, LATEX MODIFIED, THICKNESS -	11,288.00	3	SY	198.33	203.802267895109851169383416017009213324
519-0400	CONCRETE OVERLAY, PORTLAND CEMENT, VARB THK	8,368.00	3	SY	535.34	413.632229923518164435946462715105162524
519-0515	SURFACE PREPARATION	177,614.00	16	SY	8.00	6.07333036810161361153963088495276273267
519-0530	POLYMER OVERLAY	177,534.00	16	SY	46.03	39.0104458864217558326855700879831468902
520-0353	H-PILE POINTS, HP 12 X 53	52.00	6	EA	197.68	189.525192307692307692307692307692307692
520-0573	H-PILE POINTS, HP 14 X 73	246.00	16	EA	224.24	244.231097560975609756097560975609756098
520-0589	H-PILE POINTS, HP 14 X 89	472.00	27	EA	228.74	235.836906779661016949152542372881355932
520-0595	H-PILE POINTS, HP 14 X 102	154.00	12	EA	193.23	207.425194805194805194805194805194805195
520-0597	H-PILE POINTS, HP 14 X 117	109.00	2	EA	250.90	254.708073394495412844036697247706422018
520-1104	PILING IN PLACE, STEEL H, HP 10 X 42	1,253.00	2	LF	110.50	132.059058260175578611332801276935355148
520-1125	PILING IN PLACE, STEEL H, HP 12 X 53	7,537.00	12	LF	122.60	100.063228074830834549555526071381186148
520-1147	PILING IN PLACE, STEEL H, HP 14 X 73	21,856.00	27	LF	115.65	110.909080344070278184480234260614934114
520-1151	PILING IN PLACE, STEEL H, HP 14 X 89	32,128.00	34	LF	128.77	125.392436192729083665338645418326693227
520-1173	PILING IN PLACE, STEEL H, HP 14 X 102	8,858.00	14	LF	127.59	123.062935199819372318807857304131858207
520-1179	PILING IN PLACE, STEEL H, HP 14 X 117	10,995.00	6	LF	168.86	159.053110504774897680763983628922237381
520-1316	PILING IN PLACE, METAL SHELL, 16 IN OD	18,690.00	7	LF	146.22	148.786356340288924558587479935794542536
520-1318	PILING IN PLACE, METAL SHELL, 18 IN OD	3,775.00	4	LF	165.13	194.375496688741721854304635761589403974
520-1320	PILING IN PLACE, METAL SHELL, 20 IN OD	4,725.00	5	LF	136.20	129.085714285714285714285714285714285714
520-1324	PILING IN PLACE, METAL SHELL, 24 IN OD	14,425.00	5	LF	248.40	260.409358752166377816291161178509532062
520-2214	PILING, PSC, 14 IN SQ	13,597.00	12	LF	100.49	103.423983231595204824593660366257262631
520-2216	PILING, PSC, 16 IN SQ	31,405.00	18	LF	128.47	141.661883458048081515682216207610253144
520-2218	PILING, PSC, 18 IN SQ	59,605.00	14	LF	123.01	75.6211811089673685093532421776696585857
520-2220	PILING, PSC, 20 IN SQ	12,501.00	14	LF	135.36	138.974442044636429085673146148308135349
520-2224	PILING, PSC, 24 IN SQ	1,245.00	1	LF	220.00	220
520-2500	PILING, TIMBER - TREATED	1,050.00	1	LF	84.23	84.23
520-3214	TEST PILE, PSC, 14 IN SQ	24.00	12	EA	8,590.87	8179.36708333333333333333333333333333333
520-3216	TEST PILE, PSC, 16 IN SQ	50.00	18	EA	10,439.46	14467.7434
520-3218	TEST PILE, PSC, 18 IN SQ	52.00	14	EA	12,225.51	19517.8076923076923076923076923076923077
520-3220	TEST PILE, PSC, 20 IN SQ	23.00	14	EA	12,176.96	12739.5795652173913043478260869565217391
520-3224	TEST PILE, PSC, 24 IN SQ	3.00	1	EA	7,500.00	7500
520-4104	LOAD TEST, STEEL H, HP 10 X 42	1.00	1	EA	1.00	1
520-4125	LOAD TEST, STEEL H, HP 12 X 53	13.00	11	EA	1.00	1
520-4147	LOAD TEST, STEEL H, HP 14 X 73	30.00	26	EA	3,008.96	2607.89833333333333333333333333333333333

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 19, 2026.