REV AMEND 7-7-2020 - ATT 1 IQ Bid Schedule (ELINS) (002).xls

XLS spreadsheet 206 KB Posted Jul 30, 2020

Attached to: MISCELLANEOUS PAVING AND CONCRETE WORK AT THE NAVAL WEAPONS STATION EARLE IN COLTS NECK AND LEONARDO, NEW JERSEY.
Solicitation number: N4008520B1908-0003
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
Section C 01026.pdf	PDF	Jul 30, 2020
20B1908-0005 AMEND PAVING IDIQ.pdf	PDF	Jul 30, 2020
20B1908-0004- AMEND PAVING IDIQ.pdf	PDF	Jul 10, 2020
20B1908-0003- AMEND PAVING IDIQ.pdf	PDF	Jun 26, 2020

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Summary

*****REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*****
CLIN	ELIN	Description	Amount
0001	A001	Base Period	$0.00
0002	A002	First Option Period	$0.00
0003	A003	Second Option Period	$0.00
0004	A004	Third Option Period	$0.00
0005	A005	Fourth Option Period	$0.00
		Total Price	$0.00

Base Period

A001	Price for labor, equipment and material in the BASE PERIOD to perform the Unit Priced Tasks listed below as specified. The quantities listed in this schedule are only estimates provided solely for the purpose of offer evaluation. The price for this item is the total of subline items listed in the Schedule of Indefinite Quantity Work - Base Period.
*****REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*****
SCHEDULE OF INDEFINITE QUANTITY WORK- BASE PERIOD
ITEM	SUPPLIES/SERVICES	QNTY	UNIT	UNIT PRICE		AMOUNT
Separately Priced Indefinite Quanity Work. The price for the Separately Priced work is the sum of Exhibit Line Items A00101 thru A0013N inclusive.
A00101	Excavate Earth & Misc. Sub Soil Ref. Section C 1026, paragraph 2.1.1	100	CY		=	$ - 0
A00102	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	5	SY		=	$ - 0
A00103	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A00104	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A00105	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 8" up to 10" thick	1	SY		=	$ - 0
A00106	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A00107	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A00108	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A00109	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026 paragraph, 2.1.2; Over 8" up to 10" thick	1	SY		=	$ - 0
A0010A	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, para. 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A0010B	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0010C	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A0010D	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick	5	SY		=	$ - 0
A0010E	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A0010F	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0010G	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A0010H	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick	40	SY		=	$ - 0
A0010J	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, para. 2.1.2; Up to 2" thick	1	SY		=	$ - 0
A0010K	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 2" up to 4" thick	10	SY		=	$ - 0
A0010L	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0010M	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 2" thick	1	SY		=	$ - 0
A0010N	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 2" up to 4" thick	1	SY		=	$ - 0
A0010P	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0010Q	Provide Reinforced Concrete Ref. Section C 01026, paragraph. 2.1.3; Up to 4" thick with WWF.	2	SY		=	$ - 0
A0010R	Provide Reinforced Portland Cement Concrete for Aircraft exceeding 65,000 lbs.Ref. Section 01026, Up to 4" thick.	1	SY		=	$ - 0
A0010S	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 4" up to 6" thick with Reinforcing Rod	1	SY		=	$ - 0
A0010T	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 6" up to 8" thick with Reinforcing Rod	1	SY		=	$ - 0
A0010U	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 8" up to 10" thick with Reinforcing Rod	15	SY		=	$ - 0
A0010V	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Up to a Depth of 4" thick	30	LF		=	$ - 0
A0010W	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Over 4" up to a depth of 6"	50	LF		=	$ - 0
A0010X	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Up to a depth of 4" thick	25	LF		=	$ - 0
A0010Y	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Over 4" up to a Depth of 6" thick	50	LF		=	$ - 0
A0010Z	Cut Key Ref. Section C 01026, para. 2.1.5	80	LF		=	$ - 0
A00110	Adjust/provide Manhole extension Collars Ref. Section C 01026, paragraph 2.1.6	1	EA		=	$ - 0
A00111	Adjust/provide Valve, Service, or Roadway Box extension collars, Ref. Section C 01026, para. 2.1.7	1	EA		=	$ - 0
A00112	Adjust/provide Inlet Grate Ref. Section C 01026, paragraph 2.1.8	1	EA		=	$ - 0
A00113	Adjust Metal Trench Utility Covers Ref. Section C 01026, paragraph 2.1.9	1	EA		=	$ - 0
A00114	Adjust Concrete Trench or Utility Covers Ref. Section C 01026, paragraph 2.1.10	1	EA		=	$ - 0
A00115	Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Up to 6" Thick and 36" Wide by 65" Long	1	EA		=	$ - 0
A00116	Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Over 6" Thick and 36" Wide by 65" Long	1	EA		=	$ - 0
A00117	Provide, Place, and Compact #2 Modified Stone Ref. Section C 01026, paragraph 2.1.12	100	CY		=	$ - 0
A00118	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	1	SY		=	$ - 0
A00119	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick	500	SY		=	$ - 0
A0011A	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick	50	SY		=	$ - 0
A0011B	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick	500	SY		=	$ - 0
A0011C	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	4	SY		=	$ - 0
A0011D	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick	500	SY		=	$ - 0
A0011E	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick	1	SY		=	$ - 0
A0011F	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick	1000	SY		=	$ - 0
A0011G	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	50	SY		=	$ - 0
A0011H	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, Up to 500 SY, 2" Thick	1000	SY		=	$ - 0
A0011J	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 500 SY, 2" Thick	5,000	SY		=	$ - 0
A0011K	Remove Concrete Curb Ref. Section C 01026, paragraph 2.1.15	10	LF		=	$ - 0
A0011L	Remove Monolithic Concrete Curb Ref. Section C 01026, paragraph 2.1.15	10	LF		=	$ - 0
A0011M	Provide Concrete Curb Ref. Section C 01026, paragraph 2.1.16	10	LF		=	$ - 0
A0011N	Remove Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.17	4	SY		=	$ - 0
A0011P	Provide Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.18	4	SY		=	$ - 0
A0011Q	Remove Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.17	1	SY		=	$ - 0
A0011R	Provide Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.18	1	SY		=	$ - 0
A0011S	Provide Asphalt Curb Ref. Section C 01026, paragraph 2.1.19	4	LF		=	$ - 0
A0011T	Seal Joints and Cracks Ref. Section C 01026, paragraph 2.1.20	700	LF		=	$ - 0
A0011U	Stripe Roadway with Thermoplastic Paint Ref. Section	1000	LF		=	$ - 0
A0011V	Stripe Roadways 4" and 6", with Epoxy Paint Ref. Sect 1026. and Dwg C1 & 2	10	LF		0	$ - 0
A0011Y	Stripe stopline 18" wide by nom. 13 ft long Ref section 1026 & Dwg C.	13	LF		0	$ - 0
A0011Z	Layout and Paint Crosswalk, White, Ref. Sect 1026 and Dwg F	20	LF		0	$ - 0
A00120	Stripe Roadway Ref. Section C 01026, paragraph 2.1.21	1,000	LF		=	$ - 0
A00121	Stripe Parking Areas Ref. Section C 01026, paragraph 2.1.21	500	LF		=	$ - 0
A00122	Paint Letters or Numerical Designators up to 6" Wide x 12" Long Ref. Section c 01026, paragraph 2.1.22	10	EA		=	$ - 0
A00123	Paint Letters with Thermoplastic Paint (i.e.STOP,YIELD AHEAD, RR)	10	EA		=	$ - 0
A00124	Paint Letters with Long Life Epoxy Resin	10	EA		=	$ - 0
A00125	Paint 4" and 6" Fire Zones, Ref Sect 01026, color as directed	100	LF		=	$ - 0
A00128	Paint Directional Arrows Ref. Section C 01026, paragraph 2.1.23	2	EA		=	$ - 0
A00129	Paint Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.24	1	EA		=	$ - 0
A0012A	Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Bituminous	1	LF		=	$ - 0
A0012B	Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Concrete	10	LF		=	$ - 0
A0012C	Remove Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.26	1	EA		=	$ - 0
A0012D	Install Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.27	1	EA		=	$ - 0
A0012E	Replace Valve Box Ref. Section C 01026, paragraph 2.1.28	1	EA		=	$ - 0
A0012F	Replace Service Box Ref. Section C 01026, paragraph 2.1.29	1	EA		=	$ - 0
A0012G	Replace Roadway Box Ref. Section C 01026, paragraph 2.1.30	1	EA		=	$ - 0
A0012H	Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous	5	SY		=	$ - 0
A0012J	Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous and Concrete	1	SY		=	$ - 0
A0012K	Core Bore Drilling (Sample) of Bituminous and/or Concrete Including Reinforced Concrete 1 1/2" Dia. X 12" Ref. Section C 01026, paragraph 2.1.32	1	EA		=	$ - 0
A0012L	Replace Catch Basin I.D. up to 2' x 4' x 4' Deep Ref. Section C 01026, para. 2.1.33	1	EA		=	$ - 0
A0012M	Repair Manhole Ref. Section C 01026, paragraph 2.1.34	1	EA		=	$ - 0
A0012N	Provide Bicycle safe drain grate with frame. Ref Sect 01026.	1	EA		=	$ - 0
A0012P	Remove Roadway and Parking Area Striping, Alphanumeric Designators, Arrows, and Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.35	50	LF		=	$ - 0
A0012Q	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Up to 4" Deep	20	SY		=	$ - 0
A0012S	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 4" up to 8" deep	20	SY		=	$ - 0
A0012T	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 8" up to 12" deep	50	SY		=	$ - 0
A0012U	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37	10	LF		=	$ - 0
A0012V	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 3" Down to Zero	2,200	SY		=	$ - 0
A0012W	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 6" Down to Zero	50	SY		=	$ - 0
A0012X	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 9" Down to Zero	1	SY		=	$ - 0
A0012Y	Provide, Place, Grade, and Compact Borrow excavation Zone 3. Ref. Section C 01026, paragraph 2.1.39	50	CY		=	$ - 0
A0012Z	Provide, Place, and Grade Top Soil Ref. Section C 01026, para. 2.1.40	50	CY		=	$ - 0
A00130	Provide Seeding of Completed Work Site Areas Ref. Section C 01026, para. 2.1.41	200	SY		=	$ - 0
A00131	Provide and Install 8" Cast Iron Pipe, Include Tie-In's to Inlets or Outlets Ref Section C 01026, para. 2.1.43	1	LF		=	$ - 0
A00132	Provide and Install 12" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	10	LF		=	$ - 0
A00133	Provide and Install 15" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	10	LF		=	$ - 0
A00134	Provide and Install 18" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	10	LF		=	$ - 0
A00135	Provide and Install 24" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	8	LF		=	$ - 0
A00136	Provide and Install 36" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	8	LF		=	$ - 0
A00137	Provide and Install 48" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	8	LF		=	$ - 0
A00138	Provide and Install Reinforced Fabric for Bituminous Overlay Ref. Section C 01026, para. 2.1.42	1,000	SY		=	$ - 0
A00139	Provide and Install 12" ADS Smooth Wall Plastic Pipe, Including All Fittings and Tie-Ins to Inlets or Outlets Ref. Section C 01026, para. 2.1.44	20	LF		=	$ - 0
A0013A	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 500 LF up to 2000 LF.	500	LF		=	$ - 0
A0013H	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 2000 LF.	2,000	LF		=	$ - 0
A0013J	Install Standard Flared Guide Rail Terminals Ref. Section C 01026, paragraph 2.1.37.2a	1	EA		=	$ - 0
A0013K	Install Standard Tangent Guide Rail Terminal Ref. Section C 01026, paragraph 2.1.37.2b	1	EA		=	$ - 0
A0013LA	Install Standard 8' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0013LB	Install Standard 16' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0013LC	Install Standard 24' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0013LD	Install Standard 36' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0013M	Loading Dock Bumpers, HDPE composite, 8" x 6", 1300 PSI flexural strength, 1400 PSI compressive strength, hazard yellow	32	LF		=	$ - 0
A0013N	Geotechnical Test Boring, 40 feet deep, continuous sampling, including SPT and boring log.	1	EA		=	$ - 0
	Total Price For Separately Priced Work Items (Sum of Exhibit Subline Items A00101 through A0013M)					$ - 0
	Not Separately Priced Indefinite Quanity Work. The price for the Not Separately Priced work is the sum of Exhibit Line Items A0013O thru A0013T inclusive.
	TASK HOUR LABOR FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED WORK ITEMS (REF. SECTION 01026, PARAGRAPH 2.1.45). Price for labor as required to perform tasks in accordance with all the terms of this contract. Unit prices shall include all costs associated with providing one man-hour of labor (including profit, overhead, and bond cost). All work is subject to wage rates under the Davis-Bacon Act. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
A0013O	Laborer	200	Mn-Hr		=	$ - 0
A0013P	Mason	50	Mn-Hr		=	$ - 0
					=
A0013Q	Equipment Operator	60	Mn-Hr		=	$ - 0
					=
A0013R	Land Survey Team, 2 members minimum. Ref Section 01026.	4	Crew Hour		=	$ - 0
	MATERIAL AND SUPPLIES FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS. (REF. SECTION 01026, paragraph 2.1.46, AND NOTE 1). Price for material and supplies as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
		AMOUNT		FBR in %		Total Price
	For all parts and materials as authorized.
A0013S	Burden Rate $60,000 + ($60,000 x ___.__%)	5,000	LS		=	$ - 0
	NOTE 1: Exhibit Line Item A0013F shall be used to reimburse the contractor for all parts and materials used in conjuction with labor under Exhibit Line Item A0013B through A0013D. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for materials to be incorporated into construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to (a burden) the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Item A0013F.
	SPECIALIZED EQUIPMENT FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS (REF. SECTION 01026, paragraph 2.1.47, AND NOTE 2). Price for specialized equipment as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
A0013T	For all specialized equipment as authorized.
	Burden Rate $40,000 + ($40,000 x ___.__%)	3500	LS		=	$ - 0
	NOTE 2: Exhibit Line Item 0013G shall be used to reimburse the contractor for all specialized equipment used to support work ordered under Exhibit Line Items 0013B through 0013E. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for equipment to be used in construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Items 0013G.
	Price For Non-Separately Priced Task Hour Labor, Materials and Equipment
	(Total of Exhibit Line Items A0013O through A0013T)					$ - 0
	TOTAL INDEFINITE QUANTITY PRICE					$ - 0

1st Option Year

A002	Price for labor, equipment and material in the FIRST OPTION PERIOD to perform the Unit Priced Tasks listed below as specified. The quantities listed in this schedule are only estimates provided solely for the purpose of offer evaluation. The price for this item is the total of subline items listed in the Schedule of Indefinite Quantity Work - FIRST OPTION PERIOD.
*****REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*****
SCHEDULE OF INDEFINITE QUANTITY WORK- BASE PERIOD
ITEM	SUPPLIES/SERVICES	QNTY	UNIT	UNIT PRICE		AMOUNT
Separately Priced Indefinite Quanity Work. The price for the Separately Priced work is the sum of Exhibit Line Items A00201 thru A0023N inclusive.
A00201	Excavate Earth & Misc. Sub Soil Ref. Section C 1026, paragraph 2.1.1	100	CY		=	$ - 0
A00202	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	5	SY		=	$ - 0
A00203	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A00204	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A00205	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 8" up to 10" thick	1	SY		=	$ - 0
A00206	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A00207	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A00208	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A00209	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026 paragraph, 2.1.2; Over 8" up to 10" thick	1	SY		=	$ - 0
A0020A	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, para. 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A0020B	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0020C	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A0020D	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick	5	SY		=	$ - 0
A0020E	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A0020F	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0020G	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A0020H	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick	40	SY		=	$ - 0
A0020J	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, para. 2.1.2; Up to 2" thick	1	SY		=	$ - 0
A0020K	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 2" up to 4" thick	10	SY		=	$ - 0
A0020L	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0020M	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 2" thick	1	SY		=	$ - 0
A0020N	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 2" up to 4" thick	1	SY		=	$ - 0
A0020P	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0020Q	Provide Reinforced Concrete Ref. Section C 01026, paragraph. 2.1.3; Up to 4" thick with WWF.	2	SY		=	$ - 0
A0020R	Provide Reinforced Portland Cement Concrete for Aircraft exceeding 65,000 lbs.Ref. Section 01026, Up to 4" thick.	1	SY		=	$ - 0
A0020S	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 4" up to 6" thick with Reinforcing Rod	1	SY		=	$ - 0
A0020T	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 6" up to 8" thick with Reinforcing Rod	1	SY		=	$ - 0
A0020U	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 8" up to 10" thick with Reinforcing Rod	15	SY		=	$ - 0
A0020V	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Up to a Depth of 4" thick	30	LF		=	$ - 0
A0020W	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Over 4" up to a depth of 6"	50	LF		=	$ - 0
A0020X	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Up to a depth of 4" thick	25	LF		=	$ - 0
A0020Y	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Over 4" up to a Depth of 6" thick	50	LF		=	$ - 0
A0020Z	Cut Key Ref. Section C 01026, para. 2.1.5	80	LF		=	$ - 0
A00210	Adjust/provide Manhole extension Collars Ref. Section C 01026, paragraph 2.1.6	1	EA		=	$ - 0
A00211	Adjust/provide Valve, Service, or Roadway Box extension collars, Ref. Section C 01026, para. 2.1.7	1	EA		=	$ - 0
A00212	Adjust/provide Inlet Grate Ref. Section C 01026, paragraph 2.1.8	1	EA		=	$ - 0
A00213	Adjust Metal Trench Utility Covers Ref. Section C 01026, paragraph 2.1.9	1	EA		=	$ - 0
A00214	Adjust Concrete Trench or Utility Covers Ref. Section C 01026, paragraph 2.1.10	1	EA		=	$ - 0
A00215	Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Up to 6" Thick and 36" Wide by 65" Long	1	EA		=	$ - 0
A00216	Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Over 6" Thick and 36" Wide by 65" Long	1	EA		=	$ - 0
A00217	Provide, Place, and Compact #2 Modified Stone Ref. Section C 01026, paragraph 2.1.12	100	CY		=	$ - 0
A00218	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	1	SY		=	$ - 0
A00219	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick	500	SY		=	$ - 0
A0021A	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick	50	SY		=	$ - 0
A0021B	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick	500	SY		=	$ - 0
A0021C	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	4	SY		=	$ - 0
A0021D	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick	500	SY		=	$ - 0
A0021E	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick	1	SY		=	$ - 0
A0021F	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick	1000	SY		=	$ - 0
A0021G	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	50	SY		=	$ - 0
A0021H	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, Up to 500 SY, 2" Thick	1000	SY		=	$ - 0
A0021J	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 500 SY, 2" Thick	5,000	SY		=	$ - 0
A0021K	Remove Concrete Curb Ref. Section C 01026, paragraph 2.1.15	10	LF		=	$ - 0
A0021L	Remove Monolithic Concrete Curb Ref. Section C 01026, paragraph 2.1.15	10	LF		=	$ - 0
A0021M	Provide Concrete Curb Ref. Section C 01026, paragraph 2.1.16	10	LF		=	$ - 0
A0021N	Remove Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.17	4	SY		=	$ - 0
A0021P	Provide Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.18	4	SY		=	$ - 0
A0021Q	Remove Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.17	1	SY		=	$ - 0
A0021R	Provide Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.18	1	SY		=	$ - 0
A0021S	Provide Asphalt Curb Ref. Section C 01026, paragraph 2.1.19	4	LF		=	$ - 0
A0021T	Seal Joints and Cracks Ref. Section C 01026, paragraph 2.1.20	700	LF		=	$ - 0
A0021U	Stripe Roadway with Thermoplastic Paint Ref. Section	1000	LF		=	$ - 0
A0021V	Stripe Roadways 4" and 6", with Epoxy Paint Ref. Sect 1026. and Dwg C1 & 2	10	LF		0	$ - 0
A0021Y	Stripe stopline 18" wide by nom. 13 ft long Ref section 1026 & Dwg C.	13	LF		0	$ - 0
A0021Z	Layout and Paint Crosswalk, White, Ref. Sect 1026 and Dwg F	20	LF		0	$ - 0
A00220	Stripe Roadway Ref. Section C 01026, paragraph 2.1.21	1,000	LF		=	$ - 0
A00221	Stripe Parking Areas Ref. Section C 01026, paragraph 2.1.21	500	LF		=	$ - 0
A00222	Paint Letters or Numerical Designators up to 6" Wide x 12" Long Ref. Section c 01026, paragraph 2.1.22	10	EA		=	$ - 0
A00223	Paint Letters with Thermoplastic Paint (i.e.STOP,YIELD AHEAD, RR)	10	EA		=	$ - 0
A00224	Paint Letters with Long Life Epoxy Resin	10	EA		=	$ - 0
A00225	Paint 4" and 6" Fire Zones, Ref Sect 01026, color as directed	100	LF		=	$ - 0
A00228	Paint Directional Arrows Ref. Section C 01026, paragraph 2.1.23	2	EA		=	$ - 0
A00229	Paint Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.24	1	EA		=	$ - 0
A0022A	Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Bituminous	1	LF		=	$ - 0
A0022B	Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Concrete	10	LF		=	$ - 0
A0022C	Remove Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.26	1	EA		=	$ - 0
A0022D	Install Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.27	1	EA		=	$ - 0
A0022E	Replace Valve Box Ref. Section C 01026, paragraph 2.1.28	1	EA		=	$ - 0
A0022F	Replace Service Box Ref. Section C 01026, paragraph 2.1.29	1	EA		=	$ - 0
A0022G	Replace Roadway Box Ref. Section C 01026, paragraph 2.1.30	1	EA		=	$ - 0
A0022H	Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous	5	SY		=	$ - 0
A0022J	Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous and Concrete	1	SY		=	$ - 0
A0022K	Core Bore Drilling (Sample) of Bituminous and/or Concrete Including Reinforced Concrete 1 1/2" Dia. X 12" Ref. Section C 01026, paragraph 2.1.32	1	EA		=	$ - 0
A0022L	Replace Catch Basin I.D. up to 2' x 4' x 4' Deep Ref. Section C 01026, para. 2.1.33	1	EA		=	$ - 0
A0022M	Repair Manhole Ref. Section C 01026, paragraph 2.1.34	1	EA		=	$ - 0
A0022N	Provide Bicycle safe drain grate with frame. Ref Sect 01026.	1	EA		=	$ - 0
A0022P	Remove Roadway and Parking Area Striping, Alphanumeric Designators, Arrows, and Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.35	50	LF		=	$ - 0
A0022Q	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Up to 4" Deep	20	SY		=	$ - 0
A0022S	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 4" up to 8" deep	20	SY		=	$ - 0
A0022T	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 8" up to 12" deep	50	SY		=	$ - 0
A0022U	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37	10	LF		=	$ - 0
A0022V	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 3" Down to Zero	2,200	SY		=	$ - 0
A0022W	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 6" Down to Zero	50	SY		=	$ - 0
A0022X	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 9" Down to Zero	1	SY		=	$ - 0
A0022Y	Provide, Place, Grade, and Compact Borrow excavation Zone 3. Ref. Section C 01026, paragraph 2.1.39	50	CY		=	$ - 0
A0022Z	Provide, Place, and Grade Top Soil Ref. Section C 01026, para. 2.1.40	50	CY		=	$ - 0
A00230	Provide Seeding of Completed Work Site Areas Ref. Section C 01026, para. 2.1.41	200	SY		=	$ - 0
A00231	Provide and Install 8" Cast Iron Pipe, Include Tie-In's to Inlets or Outlets Ref Section C 01026, para. 2.1.43	1	LF		=	$ - 0
A00232	Provide and Install 12" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	10	LF		=	$ - 0
A00233	Provide and Install 15" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	10	LF		=	$ - 0
A00234	Provide and Install 18" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	10	LF		=	$ - 0
A00235	Provide and Install 24" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	8	LF		=	$ - 0
A00236	Provide and Install 36" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	8	LF		=	$ - 0
A00237	Provide and Install 48" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets	8	LF		=	$ - 0
A00238	Provide and Install Reinforced Fabric for Bituminous Overlay Ref. Section C 01026, para. 2.1.42	1,000	SY		=	$ - 0
A00239	Provide and Install 12" ADS Smooth Wall Plastic Pipe, Including All Fittings and Tie-Ins to Inlets or Outlets Ref. Section C 01026, para. 2.1.44	20	LF		=	$ - 0
A0023A	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 500 LF up to 2000 LF.	500	LF		=	$ - 0
A0023H	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 2000 LF.	2,000	LF		=	$ - 0
A0023J	Install Standard Flared Guide Rail Terminals Ref. Section C 01026, paragraph 2.1.37.2a	1	EA		=	$ - 0
A0023K	Install Standard Tangent Guide Rail Terminal Ref. Section C 01026, paragraph 2.1.37.2b	1	EA		=	$ - 0
A0023LA	Install Standard 8' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0023LB	Install Standard 16' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0023LC	Install Standard 24' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0023LD	Install Standard 36' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c	1	EA		=	$ - 0
A0023M	Loading Dock Bumpers, HDPE composite, 8" x 6", 1300 PSI flexural strength, 1400 PSI compressive strength, hazard yellow	32	LF		=	$ - 0
A0023N	Geotechnical Test Boring, 40 feet deep, continuous sampling, including SPT and boring log.	1	EA		=	$ - 0
	Total Price For Separately Priced Work Items (Sum of Exhibit Subline Items A00101 through A0013M)					$ - 0
	Not Separately Priced Indefinite Quanity Work. The price for the Not Separately Priced work is the sum of Exhibit Line Items A0023O thru A0023T inclusive.
	TASK HOUR LABOR FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED WORK ITEMS (REF. SECTION 01026, PARAGRAPH 2.1.45). Price for labor as required to perform tasks in accordance with all the terms of this contract. Unit prices shall include all costs associated with providing one man-hour of labor (including profit, overhead, and bond cost). All work is subject to wage rates under the Davis-Bacon Act. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
A0023O	Laborer	200	Mn-Hr		=	$ - 0
A0023P	Mason	50	Mn-Hr		=	$ - 0
					=
A0023Q	Equipment Operator	60	Mn-Hr		=	$ - 0
					=
A0023R	Land Survey Team, 2 members minimum. Ref Section 01026.	4	Crew Hour		=	$ - 0
	MATERIAL AND SUPPLIES FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS. (REF. SECTION 01026, paragraph 2.1.46, AND NOTE 1). Price for material and supplies as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
		AMOUNT		FBR in %		Total Price
	For all parts and materials as authorized.
A0023S	Burden Rate $60,000 + ($60,000 x ___.__%)	5,000	LS		=	$ - 0
	NOTE 1: Exhibit Line Item A0013F shall be used to reimburse the contractor for all parts and materials used in conjuction with labor under Exhibit Line Item A0013B through A0013D. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for materials to be incorporated into construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to (a burden) the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Item A0013F.
	SPECIALIZED EQUIPMENT FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS (REF. SECTION 01026, paragraph 2.1.47, AND NOTE 2). Price for specialized equipment as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
A0023T	For all specialized equipment as authorized.
	Burden Rate $40,000 + ($40,000 x ___.__%)	3500	LS		=	$ - 0
	NOTE 2: Exhibit Line Item 0013G shall be used to reimburse the contractor for all specialized equipment used to support work ordered under Exhibit Line Items 0013B through 0013E. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for equipment to be used in construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Items 0013G.
	Price For Non-Separately Priced Task Hour Labor, Materials and Equipment
	(Total of Exhibit Line Items A0023O through A0013T)					$ - 0
	TOTAL INDEFINITE QUANTITY PRICE					$ - 0

2nd Option Year

A003	Price for labor, equipment and material in the SECOND OPTION PERIOD to perform the Unit Priced Tasks listed below as specified. The quantities listed in this schedule are only estimates provided solely for the purpose of offer evaluation. The price for this item is the total of subline items listed in the Schedule of Indefinite Quantity Work - SECOND OPTION PERIOD.
*****REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*****
SCHEDULE OF INDEFINITE QUANTITY WORK- SECOND OPTION PERIOD
ITEM	SUPPLIES/SERVICES	QNTY	UNIT	UNIT PRICE		AMOUNT
Separately Priced Indefinite Quanity Work. The price for the Separately Priced work is the sum of Exhibit Line Items A00301 thru A0033N inclusive.
A00301	Excavate Earth & Misc. Sub Soil Ref. Section C 1026, paragraph 2.1.1	100	CY		=	$ - 0
A00302	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	5	SY		=	$ - 0
A00303	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A00304	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A00305	Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 8" up to 10" thick	1	SY		=	$ - 0
A00306	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A00307	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A00308	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A00309	Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026 paragraph, 2.1.2; Over 8" up to 10" thick	1	SY		=	$ - 0
A0030A	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, para. 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A0030B	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0030C	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A0030D	Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick	5	SY		=	$ - 0
A0030E	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick	1	SY		=	$ - 0
A0030F	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0030G	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick	1	SY		=	$ - 0
A0030H	Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick	40	SY		=	$ - 0
A0030J	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, para. 2.1.2; Up to 2" thick	1	SY		=	$ - 0
A0030K	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 2" up to 4" thick	10	SY		=	$ - 0
A0030L	Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0030M	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 2" thick	1	SY		=	$ - 0
A0030N	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 2" up to 4" thick	1	SY		=	$ - 0
A0030P	Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick	1	SY		=	$ - 0
A0030Q	Provide Reinforced Concrete Ref. Section C 01026, paragraph. 2.1.3; Up to 4" thick with WWF.	2	SY		=	$ - 0
A0030R	Provide Reinforced Portland Cement Concrete for Aircraft exceeding 65,000 lbs.Ref. Section 01026, Up to 4" thick.	1	SY		=	$ - 0
A0030S	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 4" up to 6" thick with Reinforcing Rod	1	SY		=	$ - 0
A0030T	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 6" up to 8" thick with Reinforcing Rod	1	SY		=	$ - 0
A0030U	Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 8" up to 10" thick with Reinforcing Rod	15	SY		=	$ - 0
A0030V	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Up to a Depth of 4" thick	30	LF		=	$ - 0
A0030W	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Over 4" up to a depth of 6"	50	LF		=	$ - 0
A0030X	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Up to a depth of 4" thick	25	LF		=	$ - 0
A0030Y	Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Over 4" up to a Depth of 6" thick	50	LF		=	$ - 0
A0030Z	Cut Key Ref. Section C 01026, para. 2.1.5	80	LF		=	$ - 0
A00310	Adjust/provide Manhole extension Collars Ref. Section C 01026, paragraph 2.1.6	1	EA		=	$ - 0
A00311	Adjust/provide Valve, Service, or Roadway Box extension collars, Ref. Section C 01026, para. 2.1.7	1	EA		=	$ - 0
A00312	Adjust/provide Inlet Grate Ref. Section C 01026, paragraph 2.1.8	1	EA		=	$ - 0
A00313	Adjust Metal Trench Utility Covers Ref. Section C 01026, paragraph 2.1.9	1	EA		=	$ - 0
A00314	Adjust Concrete Trench or Utility Covers Ref. Section C 01026, paragraph 2.1.10	1	EA		=	$ - 0
A00315	Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Up to 6" Thick and 36" Wide by 65" Long	1	EA		=	$ - 0
A00316	Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Over 6" Thick and 36" Wide by 65" Long	1	EA		=	$ - 0
A00317	Provide, Place, and Compact #2 Modified Stone Ref. Section C 01026, paragraph 2.1.12	100	CY		=	$ - 0
A00318	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	1	SY		=	$ - 0
A00319	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick	500	SY		=	$ - 0
A0031A	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick	50	SY		=	$ - 0
A0031B	Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick	500	SY		=	$ - 0
A0031C	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	4	SY		=	$ - 0
A0031D	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick	500	SY		=	$ - 0
A0031E	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick	1	SY		=	$ - 0
A0031F	Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick	1000	SY		=	$ - 0
A0031G	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick	50	SY		=	$ - 0
A0031H	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, Up to 500 SY, 2" Thick	1000	SY		=	$ - 0
A0031J	Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 500 SY, 2" Thick	5,000	SY		=	$ - 0
A0031K	Remove Concrete Curb Ref. Section C 01026, paragraph 2.1.15	10	LF		=	$ - 0
A0031L	Remove Monolithic Concrete Curb Ref. Section C 01026, paragraph 2.1.15	10	LF		=	$ - 0
A0031M	Provide Concrete Curb Ref. Section C 01026, paragraph 2.1.16	10	LF		=	$ - 0
A0031N	Remove Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.17	4	SY		=	$ - 0
A0031P	Provide Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.18	4	SY		=	$ - 0
A0031Q	Remove Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.17	1	SY		=	$ - 0
A0031R	Provide Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.18	1	SY		=	$ - 0
A0031S	Provide Asphalt Curb Ref. Section C 01026, paragraph 2.1.19	4	LF		=	$ - 0
A0031T	Seal Joints and Cracks Ref. Section C 01026, paragraph 2.1.20	700	LF		=	$ - 0
A0031U	Stripe Roadway with Thermoplastic Paint Ref. Section	1000	LF		=	$ - 0
A0031V	Stripe Roadways 4" and 6", with Epoxy Paint Ref. Sect 1026. and Dwg C1 & 2	10	LF		0	$ - 0
A0031Y	Stripe stopline 18" wide by nom. 13 ft long Ref section 1026 & Dwg C.	13	LF		0	$ - 0
A0031Z	Layout and Paint Crosswalk, White, Ref. Sect 1026 and Dwg F	20	LF		0	$ - 0
A00320	Stripe Roadway Ref. Section C 01026, paragraph 2.1.21	1,000	LF		=	$ - 0
A00321	Stripe Parking Areas Ref. Section C 01026, paragraph 2.1.21	500	LF		=	$ - 0
A00322	Paint Letters or Numerical Designators up to 6" Wide x 12" Long Ref. Section c 01026, paragraph 2.1.22	10	EA		=	$ - 0
A00323	Paint Letters with Thermoplastic Paint (i.e.STOP,YIELD AHEAD, RR)	10	EA		=	$ - 0
A00324	Paint Letters with Long Life Epoxy Resin	10	EA		=	$ - 0
A00325	Paint 4" and 6" Fire Zones, Ref Sect 01026, color as directed	100	LF		=	$ - 0
A00328	Paint Directional Arrows Ref. Section C 01026, paragraph 2.1.23	2	EA		=	$ - 0
A00329	Paint Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.24	1	EA		=	$ - 0
A0032A	Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Bituminous	1	LF		=	$ - 0
A0032B	Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Concrete	10	LF		=	$ - 0
A0032C	Remove Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.26	1	EA		=	$ - 0
A0032D	Install Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.27	1	EA		=	$ - 0
A0032E	Replace Valve Box Ref. Section C 01026, paragraph 2.1.28	1	EA		=	$ - 0
A0032F	Replace Service Box Ref. Section C 01026, paragraph 2.1.29	1	EA		=	$ - 0
A0032G	Replace Roadway Box Ref. Section C 01026, paragraph 2.1.30	1	EA		=	$ - 0
A0032H	Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous	5	SY		=	$ - 0
A0032J	Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous and Concrete	1	SY		=	$ - 0
A0032K	Core Bore Drilling (Sample) of Bituminous and/or Concrete Including Reinforced Concrete 1 1/2" Dia. X 12" Ref. Section C 01026, paragraph 2.1.32	1	EA		=	$ - 0
A0032L	Replace Catch Basin I.D. up to 2' x 4' x 4' Deep Ref. Section C 01026, para. 2.1.33	1	EA		=	$ - 0
A0032M	Repair Manhole Ref. Section C 01026, paragraph 2.1.34	1	EA		=	$ - 0
A0032N	Provide Bicycle safe drain grate with frame. Ref Sect 01026.	1	EA		=	$ - 0
A0032P	Remove Roadway and Parking Area Striping, Alphanumeric Designators, Arrows, and Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.35	50	LF		=	$ - 0
A0032Q	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Up to 4" Deep	20	SY		=	$ - 0
A0032S	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 4" up to 8" deep	20	SY		=	$ - 0
A0032T	Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 8" up to 12" deep	50	SY		=	$ - 0
A0032U	Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37	10	LF		=	$ - 0
A0032V	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 3" Down to Zero	2,200	SY		=	$ - 0
A0032W	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 6" Down to Zero	50	SY		=	$ - 0
A0032X	Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 9" Down to Zero	1	SY		=	$ - 0
A0032Y	Provide, Place, Grade, and Compact Borrow excavation Zone 3. Ref. Section C 01026, paragraph 2.1.39	50	CY		=	$ - 0

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 Jul 30, 2020.