Preliminary Paving Price Schedule.xlsx

XLSX spreadsheet 62 KB Posted Aug 21, 2025

Attached to: Joint Base Langley-Eustis (JBLE) Paving IDIQ
Solicitation number: MUHJ25-XXXX
Issued by: Department of the Air Force Air Combat Command

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Written by GovTribe AI · Aug 21, 2025

This document is a Preliminary Paving Price Schedule Excel spreadsheet for a Joint Base Langley-Eustis (JBLE) Paving Indefinite Delivery/Indefinite Quantity (IDIQ) contract. The comprehensive pricing template includes over 300 line items covering extensive paving, construction, and infrastructure services such as demolition, excavation, utility work, concrete and asphalt pavement installation, airfield repairs, landscaping, and optional snow and ice removal services. The pricing schedule is structured with quantities for a base year and five option years, and covers detailed specifications aligned with Virginia Department of Transportation (VDOT) standards and military engineering requirements.

The associated federal contract opportunity is a pre-solicitation notice from the 633 Contracting Squadron seeking industry input for the JBLE Paving Services IDIQ. The anticipated NAICS code is 237310 with a $45 million size standard, targeting paving and infrastructure contractors. Interested parties are requested to submit capabilities statements, company size information, socioeconomic status, and feedback by 2:00 PM on 10 September 2025, via email to Ms. McKayla Clark and Ms. Sharon Potter. The solicitation covers comprehensive paving and infrastructure services for Joint Base Langley-Eustis, with a focus on obtaining market research and potential contractor capabilities before formal solicitation.

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Other files

File	Type	Posted
SPECIAL INSTRUCTIONS FOR FORT EUSTIS.pdf	PDF	Aug 21, 2025
FAA AC 150_5320_12c All Changes.pdf	PDF	Aug 21, 2025
Environmental Special Conditions - 2023.pdf	PDF	Aug 21, 2025
EMP 4.4.6.16 Contracting Environmental Special Conditions - JBLE-Eustis (003).pdf	PDF	Aug 21, 2025
PAVEMENTS IDIQ SPECIFICATION_JBLE_5 Aug 2025.pdf	PDF	Aug 21, 2025

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Base Year

ITEM	DESCRIPTION	QUANTITY	U/I	UNIT PRICE	AMOUNT	QTY - Option Year 1	QTY - Option Year 2	QTY - Option Year 3	QTY - Option Year 4	QTY - Option Year 5
Demolition, Grading and Site-Development
GRADING: Grading will be paid for at the contract lump sum price wherein no measurement will be made by the Engineer. This price shall be included in the following bid items; the cost of clearing and grubbing; all regular excavation; construction of embankments, grading of unpaved shoulders and ditches and channels; allaying of dust when not specified as a separate bid item; removing and disposing of excess or unsuitable material above grade; and for removing and disposing of existing minor structures and roadway surface materials, etc. (VDOT Spec 303, Item# 00125)
0001	GENERAL EXCAVATION: includes removing and disposing of material located within the project limits, including widening cuts and shaping slopes necessary for preparing the roadbed; removing root mat; stripping topsoil; cutting ditches, trenches, channels, waterways, and entrances; and performing other work incidental thereto. Mechanical excavation, see minor structure excavation below for hand digging requirements. (VDOT Spec 303, Item# 00120)	10,000	CY		$ - 0	10,000	10,000	10,000	10,000	10,000
0002	MINOR STRUCTURE EXCAVATION. This price shall include excavation, foundation exploration, sheeting and shoring, placing and compacting backfill and disposal of surplus material, and porous backfill when not specified as a separate pay item. (VDOT Spec 520, Item# 40385)	1,000	CY		$ - 0	1,000	1,000	1,000	1,000	1,000
0003	CLEARING AND GRUBBING ONLY (VDOT Spec 301, Item# 00111)	3	ACRE		$ - 0	3	3	3	3	3
0004	NS DEBRIS REMOVAL ONLY (VDOT ATTD, Item# 00117)	50	LOAD		$ - 0	50	50	50	50	50

DEMOLITION: This work shall consist of demolishing existing pavement and obscuring roadway to restore areas that are no longer needed for highway use in accordance with these specifications and in conformity to the lines and contours shown on the plans or as established by The Engineer.
0005	DEMOLITION OF PAVEMENT COMBINATION: Demolition of a combination of hydraulic cement concrete pavement and asphalt concrete pavement and shoulder structure courses or a combination thereof will be measured as demolition of pavement (combination) in square yards and will be paid for at the contract unit price per square yard based on the width of the widest course of this pavement type as designated. This price shall include performing all demolition, removing and disposing of pavement, base, subbase and stabilized subgrade materials. (VDOT Spec 508, Item #24410)	1300	SY	$ - 0	1,300	1,300	1,300	1,300	1,300
0006	DEMOLITION OF RIGID PAVEMENT: Demolition of hydraulic cement concrete pavement and shoulder structure courses or a combination thereof will be measured as demolition of pavement (rigid) in square yards and will be paid for at the contract unit price per square yard based on the width of the widest course of this pavement type as designated. This price shall include performing all demolition, removing and disposing of pavement, base, subbase and stabilized subgrade materials. (VDOT Spec 508, Item# 24420)	2600	SY	$ - 0	2,600	2,600	2,600	2,600	2,600
0007	Obscuring roadway will be measured in units of 1,000 square feet computed to the nearest 1/10 unit and will be paid for at the contract unit price per unit. The area measured will be entirely outside the construction limits of the new roadway, as evidenced by slope stakes. Areas disturbed by the operations, including tops of slopes to be rounded, will be included in the measurement. Removing pavement structures other than hydraulic Cement–stabilized, hydraulic cement concrete, and asphalt concrete pavement structures in accordance with (b) 2. herein will be measured as regular excavation in accordance with Section 303 or as lump sum grading on minimum plan and no plan projects. Clearing and grubbing will be paid for in accordance with Section 301. (VDOT Spec 508, Item #24400)	1300	SY	$ - 0	1,300	1,300	1,300	1,300	1,300
0008	Demolition & Removal of Concrete Curbing. Price as permanent and total demolition, includes removal of the base and sub-base materials and site restoration. See Forwork and Sidewalks section for remove and replace sidewalk line items.	2,000	LF	$ - 0	2,000	2,000	2,000	2,000	2,000
0009	DEMOLITION OF FLEXIBLE PAVEMENT: Demolition of asphalt concrete pavement and shoulder structure courses or a combination thereof will be measured as demolition of pavement (flexible) in square yards and will be paid for at the contract unit price per square yard based on the width of the widest course of this pavement type as designated. This price shall include performing all demolition, removing and disposing of pavement, base, subbase and stabilized subgrade materials. (VDOT Spec 508, Item# 24430)	1300	CY	$ - 0	1,300	1,300	1,300	1,300	1,300
0010	Cold Milling or Profiling of Bituminous / Flexible Pavement. Includes disposal of milled material, sweeping, and traffic control.	3000	CY	$ - 0	3,000	3,000	3,000	3,000	3,000
0011	NS REMOVE EXISTING: Remove, reset, relay, adjust, install, modify, reconstruct, relocate existing (Item or Standard). This price shall include salvaging by dismantling, loading, transporting, and unloading furnished materials; cleaning, repainting, and refinishing or refurbishing salvaged items; removing, resetting, relaying, adjusting, installing, modifying, reconstructing, or relocating designated items; salvaging or disposing of surplus and unsuitable material; excavating; trenching; backfilling; preparing foundation; reconnecting components for electrical and electronic items; revising wiring diagrams or schematics; and restoring disturbed areas. Beyond clearing and grubbing, requires additional work beyond non-specific debris removal. (VDOT Spec 510, Item# 24502)	NA	EA, LF, SY, CY, LS	ERROR:#VALUE!	NA	NA	NA	NA	NA
0012	Regular Excavation. (VDOT Spec 303, Item# 00118)	5	CY	$ - 0	5	5	5	5	5
0013	MINOR STRUCTURE EXCAV. BOX CULVERT. Hand digging required. (VDOT Spec 303, Item# 00212)	5	CY	$ - 0	5	5	5	5	5
0014	GEOTEXTILE SUBGRADE STABILIZATION (VDOT Spec 305, Item# 00355)	250	SY	$ - 0	250	250	250	250	250
0015	PLACE & COMPACT CRUSHER RUN AGGREGATE NO. 25 OR 26, INCLUDES GRADING & SUBGRADE PREP (VDOT ATTD, Item# 14260)	100	TN	$ - 0	100	100	100	100	100
0016	PLACE & COMPACT AGGR. BASE MATL. TY. I OR II NO. 21A OR 21B, INCLUDES GRADING & SUBGRADE PREP (VDOT ATTD, Item# 16242)	4,500	TN	$ - 0	4,500	4,500	4,500	4,500	4,500
0017	PLACE & COMPACT BEDDING MATL. AGGR. NO. 57, INCLUDES GRADING AND SUBGRADE PREP (VDOT ATTD, Item# 00507)	500	TN	$ - 0	500	500	500	500	500
0018	PLACE BEDDING MATL. FINE AGGR., INCLUDES ALL PREP (VDOT ATTD, Item# 00500)	50	TN	$ - 0	50	50	50	50	50
0019	Provide and Install Subbase and Base Course Aggregate for Pervious Paving, including prep and grading	500	TN	$ - 0	500	500	500	500	500
0020	INSTALL TEMPORARY SHEET PILING & REMOVE AT PROJECT COMPLETION (VDOT Spec 402, Item# 00515)	200	SF	$ - 0	200	200	200	200	200
0021	INSTALL FLOWABLE BACKFILL (VDOT Spec 509, Item# 00529)	50	CY	$ - 0	50	50	50	50	50
0022	INSTALL CLASS A3 CONCRETE PIPE PLUG OR CAP (VDOT Spec 520, Item# 40446)	1	CF	$ - 0	1	1	1	1	1
0023	Place Government Supplied Crushed Concrete, including hauling, subgrade prep, grading & compaction	200	CY	$ - 0	200	200	200	200	200
0024	Place Rip-Rap Class I (VDOT Spec 414, Item# 69627)	1,500	TN	$ - 0	1,500	1,500	1,500	1,500	1,500
0025	Inlet Protection Type A or B (VDOT Spec 303, Item# 27461) Geotextile products designed to be inserted into grated drop inlets or designed to cover slot drop inlets, that have been approved by VDOT and are on VDOT's Materials List	20	EA	$ - 0	20	20	20	20	20
0026	NS REMOVE EXIST. DROP INLET (VDOT Spec 510, Item# 24801)	20	EA	$ - 0	20	20	20	20	20
0027	NS ADJUST EXIST. DROP INLET (VDOT Spec 510, Item# 24831)	20	EA	$ - 0	20	20	20	20	20
0028	NS REMOVE EXIST. MANHOLE (VDOT Spec 510, Item# 24802)	20	EA	$ - 0	20	20	20	20	20
0029	NS REMOVE EXIST. ENDWALL (VDOT Spec 510, Item# 24803)	20	EA	$ - 0	20	20	20	20	20
0030	NS ADJUST EXIST. MANHOLE (VDOT Spec 510, Item# 24832)	20	EA	$ - 0	20	20	20	20	20
0031	NS REMOVE EXISTING SIGN PANEL (VDOT Spec 700, Item# 51931)	10	EA	$ - 0	10	10	10	10	10
0032	NS RELOCATE EXISTING SIGN PANEL Non Elec (VDOT Spec 700, Item# 51932)	10	EA	$ - 0	10	10	10	10	10
0033	REMOVE EXISTING POLE (VDOT Spec 703, Item# 51933)	5	EA	$ - 0	5	5	5	5	5
0034	REMOVE EXISTING FOUNDATION (VDOT Spec 703, Item# 51934)	500	SY	$ - 0	500	500	500	500	500
0035	Install Silt Fence and remove at Project Completion (VDOT Spec 303, Item# 27505)	2,000	LF	$ - 0	2,000	2,000	2,000	2,000	2,000
0036	Install FOD Fence with lights and remove at Project Completion	3,000	LF	$ - 0	3,000	3,000	3,000	3,000	3,000
0037	Hauling; Off Base. Overhauling Surplus Material, more than 2000 ft from Origin, the Department will pay the Contractor $0.03 per station per cubic yard for overhaul. Assume 10 miles at 50 stations, equals 500 stations, equals $15 per cubic yard. (VDOT Spec 303, Item# 85060)	7,200	CY	$ - 0	7,200	7,200	7,200	7,200	7,200
0038	Disposal fee for Contaminated Soil	3,600	CY	$ - 0	3,600	3,600	3,600	3,600	3,600
0039	Disposal fees for Non_Contaminated Soil	3,600	CY	$ - 0	3,600	3,600	3,600	3,600	3,600
0040	Soil Testing and Analysis - Each 250 CY	150	EA	$ - 0	150	150	150	150	150
0041	Hauling Soil to Temporary Holding Location on Base for Test Results	3,000	CY	$ - 0	3,000	3,000	3,000	3,000	3,000
0042	UTILITY TEST PIT UNPAVED, Test holes should be neatly cut and are not to exceed 225 square inches. (VDOT ATTD, Item# 00180)	1	EA	$ - 0	1	1	1	1	1
0043	UTILITY TEST PIT ASPHALT CONCRETE, Test holes should be neatly cut and are not to exceed 225 square inches. (VDOT ATTD, Item# 00181)	1	EA	$ - 0	1	1	1	1	1
0044	UTILITY TEST PIT PORTLAND CEMENT CONCRETE, Test holes should be neatly cut and are not to exceed 225 square inches. (VDOT ATTD, Item# 00182)	1	EA	$ - 0	1	1	1	1	1

Pavements
0046	PLACE GEOTEXTILE SUBGRADE STABILIZATION (VDOT Spec 303, Item# 27500)	500	SY	$ - 0	500	500	500	500	500
0047	PLACE PLAIN HYDRAULIC CEMENT CONCRETE PAVEMENT PER 1" (VDOT Spec 316, Item# 10781)	300	SY	$ - 0	300	300	300	300	300
0048	PLACE CONT. REINF. HYDRAULIC CONC. PAVEMENT, W4.0xW4.0 Welded Wire Sheets, High-Early-Strength, 4000 psi, concrete (VDOT Spec 316, Item# 10981)	100	CY	$ - 0	100	100	100	100	100
0049	PLACE REINF. STEEL REBAR FOR CONCRETE, INCLUDES TRANSPORTATION, TIES, REBAR STANDS FOR THE PROJECT	4000	LB	$ - 0	4,000	4,000	4,000	4,000	4,000
0050	PLACE CONCRETE ENTRANCE PAVE. 6" (VDOT Spec 316, Item# 11039)	10	SY	$ - 0	10	10	10	10	10
0051	Demolish existing 8" to 10" concrete road slabs & replace with new 10" thick conc slabs, including Joint Sealant, Dowels, Tie Bars, W4.0xW4.0 Welded Wire Sheets, 6" thick No. 21 or 21A Base Course & High-Early-Strength, 4000 psi, concrete. Other thicknesses proportional to this price.	5,500	SY	$ - 0	5,500	5,500	5,500	5,500	5,500
0052	Construct Concrete Slabs, 6" Thick on prepared grade including W2.9xW2.9 welded wire sheets, 6" thick No. 21 or 21A Base Course, Expansion Joints, Construction Joints & Type II concrete 4000 psi. Other thicknesses proportional to this price.	5,000	SY	$ - 0	5,000	5,000	5,000	5,000	5,000
0053	Provide and Place Pervious PCC, 4000 psi	100	CY	$ - 0	100	100	100	100	100
0054	PLACE ASPHALT CONCRETE TY. SM-12.5A (On prepared or milled base, includes all work around Manholes and Catch Basins) (VDOT Spec 315, Item# 16350)	500	TON	$ - 0	500	500	500	500	500
0055	PLACE ASPHALT CONC.TY. SM-9.5A (On prepared or milled base, includes all work around Manholes and Catch Basins) (VDOT Spec 315, Item# 16335)	1000	TON	$ - 0	1,000	1,000	1,000	1,000	1,000
0056	PLACE ASPHALT CONCRETE TY. BM-25.0A (On prepared or milled base, includes all work around Manholes and Catch Basins, Base prep and fine grading may be separate line item) (VDOT Spec 315, Item# 16390)	2000	TON	$ - 0	2,000	2,000	2,000	2,000	2,000
0057	PLACE ASPHALT CONCRETE TY. SM-19.0A (Includes Prime & Tack Coats and all work around Manholes and Catch Basins, Base prep and fine grading may be separate line item) (VDOT Spec 315, Item# 16362)	400	TON	$ - 0	400	400	400	400	400
0058	Re-Sealing Pavement Joints and Crack Sealing	31,000	LF	$ - 0	31,000	31,000	31,000	31,000	31,000
0059	Patching Potholes (Up to 8" Depth), Including Saw Cutting, Demolition, Disposal, Prep Of Subgrade & Base Course Compaction, Tack Coat & Asphaltic Conc.	16,000	SF	$ - 0	16,000	16,000	16,000	16,000	16,000
0060	Pavement Reinforcing - Fabric (PRF), including Surface Prep & Tack Coat (VDOT Spec ATTD, Item# 16382)	10,000	SF	$ - 0	10,000	10,000	10,000	10,000	10,000
0061	Provide Asphalt Slurry Seal (VDOT ATTD, Item# 16110)	3,000	SY	$ - 0	3,000	3,000	3,000	3,000	3,000
0062	Provide Asphalt Pavement Sealer	30,000	SY	$ - 0	30,000	30,000	30,000	30,000	30,000
0063	PRIME COAT, 50 Gal ~ 20,000 SF (VDOT Spec 311, Item# 10415)	1000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0064	TACK COAT, 50 Gal ~ 20,000 SF (VDOT Spec 310, Item# 10417)	1000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0065	THIN HOT MIX ASPHALT CONCRETE (VDOT Spec 315, Item# 16378)	500	SY	$ - 0	500	500	500	500	500
0066	REHABILITATE EXIST. ASP. PAVEMENT (VDOT ATTD, Item# 16493)	500	SY	$ - 0	500	500	500	500	500
0067	RESEAL LONGITUDINAL JOINTS (VDOT Spec 316, Item# 11185)	300	LF	$ - 0	300	300	300	300	300
0068	INSTALL RUMBLE STRIP, ASPHALT (VDOT Spec 315, Item# 16300)	100	LF	$ - 0	100	100	100	100	100
0069	LIQUID ASPHALT RUMBLE STRIP COATING (VDOT Spec 315, Item# 16301)	100	SY	$ - 0	100	100	100	100	100
0070	Patch Potholes & Spalls in Rigid Conc. Pavement w/Epoxy Concrete Patching Material, including Saw Cutting 3" Depth, Chipping out hole To solid material (Average Depth - 3")	500	SF	$ - 0	500	500	500	500	500
0071	Saw Cutting Asphalt Pavement (VDOT Spec 315, Item# 11070)	1,000	LF	$ - 0	1,000	1,000	1,000	1,000	1,000
0072	Saw Cutting Concrete Pavement (VDOT Spec 316, Item# 11071)	20,000	LF	$ - 0	20,000	20,000	20,000	20,000	20,000

Form-work & Sidewalks
Standard concrete curbs, radial curbs, standard combination curb and gutter, radial combination curb and gutter, and asphalt concrete curbs will be measured in linear feet along the face of the curb and will be paid for at the contract unit price per linear foot for the type and standard specified. The price shall include modifying curbs or curb and gutters to transition with standard entrance gutters, standard street connection pavement, and standard median strips. Where the curb or curb and gutter is adjacent to drop inlets, the contract unit price for the drop inlets shall include that part of the curb or curb and gutter within the limits of the structure. Where there is no other excavation within the limits of the curb, gutter, combination curb and gutter, or median barrier other than that necessary for its construction, the contract unit price shall include excavating, backfilling, compacting, and disposing of surplus and unsuitable material. Where excavation is necessary for the roadway, the part of excavation within the limits of the curb, gutter, combination curb and gutter, or median barrier section will be paid for as regular excavation in accordance with Section 303.06. The contract unit price for sidewalks shall include excavating, removing existing sidewalk, and disposing of surplus and unsuitable material if regular excavation is not shown in the sidewalk area. When the side- walk area is located in the cross-sectional area for roadway excavation, excavation within the sidewalk area will be paid for at the contract unit price for regular excavation.
0073	PLACE CONCRETE CLASS A3 RETAINING WALL (VDOT Spec 404, Item# 13540)	100	CY	$ - 0	100	100	100	100	100
0074	INSTALL CG-12 DETECTABLE WARNING SURFACE (VDOT Spec 504, Item# 13108)	1000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0075	PLACE CONCRETE CLASS A-3 MISC (VDOT Spec 504, Item# 13252)	1000	CY	$ - 0	1,000	1,000	1,000	1,000	1,000
0076	INSTALL W2.9xW2.9 Welded Wire Sheet Reinforcing (VDOT Spec 406, Item# 65210)	500	SF	$ - 0	500	500	500	500	500
0077	INSTALL GEOTEXTILE DRAINAGE FABRIC (VDOT Spec 504, Item# 13232)	1,000	SF	$ - 0	1,000	1,000	1,000	1,000	1,000
0078	Provide a New Drop Inlet, with a 2'6" x 2'6" Grate. This item below for inlet riser and base.	12	EA	$ - 0	12	12	12	12	12
0079	Provide a new Drop Inlet Base and Riser IAW VDOT Road and Bridges Standards.	50	VF	$ - 0	50	50	50	50	50
0080	Construct New Concrete Curb & Gutter (VDOT Spec 502, Item# 12600)	5,000	LF	$ - 0	5,000	5,000	5,000	5,000	5,000
0081	Construct New Concrete Curb & Gutter, MATCHING MIAMI BUFF LANGLEY COLOR	5,000	LF	$ - 0	5,000	5,000	5,000	5,000	5,000
0082	Remove and Replace Existing Concrete sidewalk/curb & gutter, replentish 6-in No. 21A stone base, and install 7-in thick ADA compliant concrete ramp with yellow trim safety surface	12	EA	$ - 0	12	12	12	12	12
0083	Provide Standard End wall for 12" to 18" Pipe Culverts	5	EA	$ - 0	5	5	5	5	5
0084	Remove Existing Endwall, up to 36" Pipe, 5' Long Wing Walls	2	EA	$ - 0	2	2	2	2	2
0085	Install 30" Pipe Plug (VDOT Spec 520, Item# 42515)	2	EA	$ - 0	2	2	2	2	2

Provide & Install Reinforced Concrete Culvert Pipe:
0086	8" to 12" Dia, Class III IAW AASHTO-M170M, and Including Excavation & Compacted Backfill (No. 21A), Max. Depth 5 feet; If a more expensive backfill is required for future project, an additional line item will be added to the price list for the remainder of the contract	200	LF	$ - 0	200	200	200	200	200
0087	12" to 24" Dia, Class III IAW AASHTO-M170M, and Including Excavation & Compacted Backfill (No. 21A), Max. Depth 5 feet; If a more expensive backfill is required for future project, an additional line item will be added to the price list for the remainder of the contract	200	LF	$ - 0	200	200	200	200	200

Provide & Install Reinforced Concrete Pipe, O-Ring Gasket, Sizes Below:
0088	12"- 30" O-Ring Pipe, including Excavation & Compacted Backfill (No. 21A), Max Depth 5' ; If a more expensive backfill is required for future project, an additional line item will be added to the price list for the remainder of the contract	100	LF	$ - 0	100	100	100	100	100
0089	54" to 60" O-Ring Pipe, including Excavation & Compacted Backfill (No. 21A), Max Depth 10' ; If a more expensive backfill is required for future project, an additional line item will be added to the price list for the remainder of the contract	100	LF	$ - 0	100	100	100	100	100
0090	Provide & Install 4" x 6" x 6' reclaimed rubber parking bumper "Park-it" by GNR Technologies Or approved equal	20	EA	$ - 0	20	20	20	20	20
0091	Provide and Install 4" x 6" x 6' Concrete Bumpers with Rods	75	EA	$ - 0	75	75	75	75	75
0092	Reset Water Valve Box	5	EA	$ - 0	5	5	5	5	5
0093	Provide and Install New Stormwater Filter Box, Filterra or approved equal, Single-unit with Planting, Curb, 4' x 6', 4' Throat, including all materials and installation	5	EA	$ - 0	5	5	5	5	5
0094	Construct Concrete Retaining wall, 3 feet high, 6 inches wide; if a wider retaining wall is required for a specific project, an additional line item will be added to the price list for the remainder of the contract.	100	LF	$ - 0	100	100	100	100	100
0095	Install Handrails (VDOT Spec 504, Item# 25002)	100	LF	$ - 0	100	100	100	100	100
0096	Replace 4" Thick Conc. Sidewalk, non-reinforced without stone base, including surface prep & compaction	500	SY	$ - 0	500	500	500	500	500
0097	Replace 4" Thick Conc. Sidewalk, BUFF LANGLEY COLOR, non-reinforced without stone base, including surface prep & compaction	500	SY	$ - 0	500	500	500	500	500
0098	Replace existing 4-inch thick sidewalk with 6" aggregate base, Reinforced with (W2.9xW2.9 Welded Wire Sheets on Supports) sidewalk	500	SY	$ - 0	500	500	500	500	500
0099	Construct new 4" thick concrete sidewalk with 6" aggregate base, Non-Reinforced	500	SF	$ - 0	500	500	500	500	500
0100	Construct new 4" thick concrete sidewalk, MIAMI BUFF LANGLEY COLOR, with 6" Aggregate Base, Reinforced	1,500	SF	$ - 0	1,500	1,500	1,500	1,500	1,500
0101	Construct new 6" thick concrete Sidewalk with 4" No 21 or 21A Aggregate Base, W2.9xW2.9 Welded Wire Sheet Reinforcing	500	SF	$ - 0	500	500	500	500	500
0102	Construct new 6" thick concrete Sidewalk, MIAMI BUFF LANGLEY COLOR, with 4" No 21 or 21A Aggregate Base, W2.9xW2.9 Welded Wire Sheet Reinforcing	500	SF	$ - 0	500	500	500	500	500
0103	Replace Brick Sidewalk & Steps, includes mortar joints	100	SY	$ - 0	100	100	100	100	100
0104	Replace 4" thick concrete Sidewalk with 6" Concrete Sidewalk (Wheeled Placement)	100	SY	$ - 0	100	100	100	100	100

Marking
0105	TYPE A PVMT LINE MRKG 4" (VDOT Spec 704, Item# 54020)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0106	TYPE A PVMT LINE MRKG 6" (VDOT Spec 704, Item# 54022)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0107	TYPE A PVMT LINE MRKG 8" (VDOT Spec 704, Item# 54024)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0108	TYPE A PVMT LINE MRKG 12" (VDOT Spec 704, Item# 54026)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0109	TYPE A PVMT LINE MRKG 24" (VDOT Spec 704, Item# 54028)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0110	TYPE B CLASS I PAVE. LINE MARKING 4" (VDOT Spec 704, Item# 54032)	5000	LF	$ - 0	5000	5000	5000	5000	5000
0111	TYPE B CLASS I PAVE. LINE MARKING 6" (VDOT Spec 704, Item# 54034)	5000	LF	$ - 0	5000	5000	5000	5000	5000
0112	TYPE B CLASS I PAVE. LINE MARKING 8" (VDOT Spec 704, Item# 54037)	5000	LF	$ - 0	5000	5000	5000	5000	5000
0113	TYPE B CLASS I PAVE. LINE MARKING 12" (VDOT Spec 704, Item# 54040)	2000	LF	$ - 0	2000	2000	2000	2000	2000
0114	TYPE B CLASS I PAVE. LINE MARKING 24" (VDOT Spec 704, Item# 54042)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0115	TYPE B CLASS II PAVE. LINE MARKING 4" (VDOT Spec 704, Item# 54043)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0116	TYPE B CLASS II PAVE. LINE MARKING 6" (VDOT Spec 704, Item# 54044)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0117	TYPE B CLASS II PAVE. LINE MARKING 8" (VDOT Spec 704, Item# 54045)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0118	TYPE B CLASS II PAVE. LINE MARKING 12" (VDOT Spec 704, Item# 54047)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0119	TYPE B CLASS II PAVE. LINE MARKING 24" (VDOT Spec 704, Item# 54048)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0120	TYPE B CLASS III PVMT LINE MRKG 4" (VDOT Spec 704, Item# 54049)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0121	TYPE B CLASS III PVMT LINE MRKG 6" (VDOT Spec 704, Item# 54050)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0122	TYPE B CLASS III PVMT LINE MRKG 8" (VDOT Spec 704, Item# 54051)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0123	TYPE B CLASS III PVMT LINE MRKG 12" (VDOT Spec 704, Item# 54053)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0124	TYPE B CLASS III PVMT LINE MRKG 24" (VDOT Spec 704, Item# 54054)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0125	TYPE B CLASS IV PVMT LINE MRKG 4" (VDOT Spec 704, Item# 54055)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0126	TYPE B CLASS IV PVMT LINE MRKG 6" (VDOT Spec 704, Item# 54056)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0127	TYPE B CLASS IV PVMT LINE MRKG 8" (VDOT Spec 704, Item# 54057)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0128	TYPE B CLASS IV PVMT LINE MRKG 12" (VDOT Spec 704, Item# 54059)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0129	TYPE B CLASS IV PVMT LINE MRKG 24" (VDOT Spec 704, Item# 54060)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0130	TYPE B CLASS VI PVMT LINE MRKG 4" (VDOT Spec 704, Item# 54075)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0131	TYPE B CLASS VI PVMT LINE MRKG 6" (VDOT Spec 704, Item# 54076)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0132	TYPE B CLASS VI PVMT LINE MRKG 8" (VDOT Spec 704, Item# 54077)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0133	TYPE B CLASS VI PVMT LINE MRKG 12" (VDOT Spec 704, Item# 54078)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0134	TYPE B CLASS VI CONTRAST PVMT MRKG 4" (VDOT Spec 704, Item# 54079)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0135	TYPE B CLASS VI CONTRAST PVMT MRKG 6" (VDOT Spec 704, Item# 54080)	1000	LF	$ - 0	1000	1000	1000	1000	1000
0136	PVMT MESSAGE, 6', CHARACTER, TY. A (VDOT Spec 704, Item# 54255)	50	EA	$ - 0	50	50	50	50	50
0137	PVMT MESSAGE, 6', CHARACTER, TY. B, CL. I (VDOT Spec 704, Item# 54256)	50	EA	$ - 0	50	50	50	50	50
0138	PVMT MESSAGE, 6', CHARACTER, TY. B, CL. II (VDOT Spec 704, Item# 54257)	20	EA	$ - 0	20	20	20	20	20
0139	PVMT MESSAGE, 8', CHARACTER, TY. A (VDOT Spec 704, Item# 54260)	50	EA	$ - 0	50	50	50	50	50
0140	PVMT MESSAGE, 8', CHARACTER, TY. B, CL. I (VDOT Spec 704, Item# 54261)	50	EA	$ - 0	50	50	50	50	50
0141	PVMT MESSAGE, 8', CHARACTER, TY. B, CL. II (VDOT Spec 704, Item# 54262)	20	EA	$ - 0	20	20	20	20	20
0142	PVMT MESSAGE, 10', CHARACTER, TY. A (VDOT Spec 704, Item# 54265)	50	EA	$ - 0	50	50	50	50	50
0143	PVMT MESSAGE, 10', CHARACTER, TY. B, CL. I (VDOT Spec 704, Item# 54266)	50	EA	$ - 0	50	50	50	50	50
0144	PVMT MESSAGE, 10', CHARACTER, TY. B, CL. II (VDOT Spec 704, Item# 54267)	50	EA	$ - 0	50	50	50	50	50
0145	PVMT MESSAGE MARK. ONLY TY A (VDOT Spec 704, Item# 54391)	50	EA	$ - 0	50	50	50	50	50
0146	PVMT MESSAGE MARK. ONLY TY B CL I (VDOT Spec 704, Item# 54392)	50	EA	$ - 0	50	50	50	50	50
0147	PVMT MESSAGE MARK. ONLY TY B CL II (VDOT Spec 704, Item# 54393)	20	EA	$ - 0	20	20	20	20	20
0148	PVMT MESSAGE MARK. SCHOOL ZONE TY A (VDOT Spec 704, Item# 54394)	10	EA	$ - 0	10	10	10	10	10
0149	PVMT MESSAGE MARK. SCHOOL ZONE TY B, CL I (VDOT Spec 704, Item# 54395)	10	EA	$ - 0	10	10	10	10	10
0150	PVMT MESSAGE MARK. SCHOOL ZONE TY B, CL II (VDOT Spec 704, Item# 54396)	5	EA	$ - 0	5	5	5	5	5
0151	PVMT MESSAGE MARK. R/R CROSSING TY A (VDOT Spec 704, Item# 54397)	25	EA	$ - 0	25	25	25	25	25
0152	PVMT MESSAGE MARK. R/R CROSSING TY B, CL I (VDOT Spec 704, Item# 54398)	25	EA	$ - 0	25	25	25	25	25
0153	PVMT MESSAGE MARK. R/R CROSSING TY B, CL II (VDOT Spec 704, Item# 54399)	15	EA	$ - 0	15	15	15	15	15
0154	PVMT MESSAGE MARK. ONLY (VDOT Spec 704, Item# 54400)	25	EA	$ - 0	25	25	25	25	25
0155	PVMT MESSAGE MARK. SCHOOL ZONE (VDOT Spec 704, Item# 54401)	25	EA	$ - 0	25	25	25	25	25
0156	NS PAVE. MESSAGE MARKING (VDOT Spec 704, Item# 54402)	25	EA	$ - 0	25	25	25	25	25
0157	PVMT MESSAGE MARK. R/R CROSSING (VDOT Spec 704, Item# 54404)	25	EA	$ - 0	25	25	25	25	25
0158	PVMT SYMB MRKG THRU ARROW TY A (VDOT Spec 704, Item# 54570)	25	EA	$ - 0	25	25	25	25	25
0159	PVMT SYMB MRKG THRU ARROW TY B, CL I (VDOT Spec 704, Item# 54571)	25	EA	$ - 0	25	25	25	25	25
0160	PVMT SYMB MRKG THRU ARROW TY B, CL II (VDOT Spec 704, Item# 54572)	25	EA	$ - 0	25	25	25	25	25
0161	PVMT SYMB MRKG SGL TURN ARROW TY A (VDOT Spec 704, Item# 54573)	25	EA	$ - 0	25	25	25	25	25
0162	PVMT SYMB MRKG SGL TURN ARROW TY B, CL I (VDOT Spec 704, Item# 54574)	25	EA	$ - 0	25	25	25	25	25
0163	PVMT SYMB MRKG SGL TURN ARROW TY B, CL II (VDOT Spec 704, Item# 54575)	25	EA	$ - 0	25	25	25	25	25
0164	PVMT SYMB MRKG DBL TURN ARROW THRU/LT OR RT TY A (VDOT Spec 704, Item# 54576)	25	EA	$ - 0	25	25	25	25	25
0165	PVMT SYMB MRKG DBL TURN ARROW THRU/LT OR RT TY B, CL I (VDOT Spec 704, Item# 54577)	25	EA	$ - 0	25	25	25	25	25
0166	PVMT SYMB MRKG DBL TURN ARROW THRU/LT OR RT TY B, CL II (VDOT Spec 704, Item# 54578)	25	EA	$ - 0	25	25	25	25	25
0167	PVMT SYMB MRKG TRPL TURN ARROW TY A (VDOT Spec 704, Item# 54580)	25	EA	$ - 0	25	25	25	25	25
0168	PVMT SYMB MRKG TRPL TURN ARROW TY B, CL I (VDOT Spec 704, Item# 54581)	25	EA	$ - 0	25	25	25	25	25
0169	PVMT SYMB MRKG TRPL TURN ARROW TY B, CL II (VDOT Spec 704, Item# 54582)	25	EA	$ - 0	25	25	25	25	25
0170	PVMT SYMB MRKG DBL TURN ARROW, LT/RT TY A (VDOT Spec 704, Item# 54584)	25	EA	$ - 0	25	25	25	25	25
0171	PVMT SYMB MRKG DBL TURN ARROW, LT/RT TY B, CL I (VDOT Spec 704, Item# 54585)	25	EA	$ - 0	25	25	25	25	25
0172	PVMT SYMB MRKG DBL TURN ARROW, LT/RT TY B, CL II (VDOT Spec 704, Item# 54586)	25	EA	$ - 0	25	25	25	25	25
0173	PVMT SYMB MRKG LANE REDUCTION ARROW TY A (VDOT Spec 704, Item# 54588)	25	EA	$ - 0	25	25	25	25	25
0174	PVMT SYMB MRKG LANE REDUCTION ARROW TY B, CL I (VDOT Spec 704, Item# 54589)	25	EA	$ - 0	25	25	25	25	25
0175	PVMT SYMB MRKG LANE REDUCTION ARROW TY B, CL II (VDOT Spec 704, Item# 54590)	25	EA	$ - 0	25	25	25	25	25
0176	PVMT SYMB MRKG WRONG-WAY ARROW TY A (VDOT Spec 704, Item# 54592)	25	EA	$ - 0	25	25	25	25	25
0177	PVMT SYMB MRKG WRONG-WAY ARROW TY B, CL I (VDOT Spec 704, Item# 54593)	25	EA	$ - 0	25	25	25	25	25
0178	PVMT SYMB MRKG WRONG-WAY ARROW TY B, CL II (VDOT Spec 704, Item# 54594)	25	EA	$ - 0	25	25	25	25	25
0179	PVMT SYMB MRKG FISH HOOK, LEFT TY A (VDOT Spec 704, Item# 54596)	25	EA	$ - 0	25	25	25	25	25
0180	PVMT SYMB MRKG FISH HOOK, LEFT TY B, CL I (VDOT Spec 704, Item# 54597)	25	EA	$ - 0	25	25	25	25	25
0181	PVMT SYMB MRKG FISH HOOK, LEFT TY B, CL II (VDOT Spec 704, Item# 54598)	25	EA	$ - 0	25	25	25	25	25
0182	PVMT SYMB MRKG FISH HOOK, LEFT/THRU TY A (VDOT Spec 704, Item# 54600)	25	EA	$ - 0	25	25	25	25	25
0183	PVMT SYMB MRKG FISH HOOK, LEFT/THRU TY B, CL I (VDOT Spec 704, Item# 54601)	25	EA	$ - 0	25	25	25	25	25
0184	PVMT SYMB MRKG FISH HOOK, LEFT/THRU TY B, CL II (VDOT Spec 704, Item# 54602)	25	EA	$ - 0	25	25	25	25	25
0185	PVMT SYMB MRKG FISH HOOK, LEFT/THRU/RIGHT TY A (VDOT Spec 704, Item# 54604)	25	EA	$ - 0	25	25	25	25	25
0186	PVMT SYMB MRKG FISH HOOK, LEFT/THRU/RIGHT TY B, CL I (VDOT Spec 704, Item# 54605)	25	EA	$ - 0	25	25	25	25	25
0187	PVMT SYMB MRKG FISH HOOK, LEFT/THRU/RIGHT TY B, CL II (VDOT Spec 704, Item# 54606)	25	EA	$ - 0	25	25	25	25	25
0188	PVMT SYMB MRKG FISH HOOK,THRU/RIGHT TY A (VDOT Spec 704, Item# 54608)	25	EA	$ - 0	25	25	25	25	25
0189	PVMT SYMB MRKG FISH HOOK, THRU/RIGHT TY B, CL I (VDOT Spec 704, Item# 54609)	25	EA	$ - 0	25	25	25	25	25
0190	PVMT SYMB MRKG FISH HOOK, THRU/RIGHT TY B, CL II (VDOT Spec 704, Item# 54610)	10	EA	$ - 0	10	10	10	10	10
0191	PVMT MRKG (INT'L ACCESSIBILITY SYMB) TY A (VDOT Spec 704, Item# 54632)	10	EA	$ - 0	10	10	10	10	10
0192	PVMT MRKG INT'L ACCESSIBILITY SYMB TY B, CL I (VDOT Spec 704, Item# 54633)	10	EA	$ - 0	10	10	10	10	10
0193	PVMT MRKG (INT'L ACCESSIBILITY SYMB) TY B CL II (VDOT Spec 704, Item# 54634)	10	EA	$ - 0	10	10	10	10	10
0194	Repaint Handicapped Parking Spaces, Universal Parking Spaces Design, IAW ADA Guidelines, Section A4.6	50	EA	$ - 0	50	50	50	50	50
0195	Layout & Paint New Universal Handicapped Parking Space, IAW ADA Guidelines, Section A4.6, Including Signage	25	EA	$ - 0	25	25	25	25	25
0196	Reset Out-of-Plumb Traffic Sign Post	10	EA	$ - 0	10	10	10	10	10
0197	Replace Traffic Sign & Post & Refasten Sign	20	EA	$ - 0	20	20	20	20	20
0198	Install Lane Delineators. This price shall include flexible post, surface preparation (to include removal of existing delineator if applicable), primer if required by the manufacturer, anchors, adhesives, and retroreflective elements. (VDOT Spec 702, Item# 50036)	200	EA	$ - 0	200	200	200	200	200
0199	Install Lane Reflectors (One Reflector Every 30 Feet for 2600 Feet)	80	EA	$ - 0	80	80	80	80	80

Utilities
0200	PROVIDE AND INSTALL NS PRECAST BOX CULVERT (VDOT Spec 302, Item# 00523) up to 4-foot span and 5-foot rise. If a more expensive custom poured drop inlet is required for a future project, an additional line item will be added to the price list for the remainder of the contract	5	EA	$ - 0	5	5	5	5	5
0201	PROVIDE AND INSTALL POURED CONCRETE CLASS A4 BOX CULVERT (VDOT Spec 302, Item# 00522) up to 4-foot span and 5-foot rise. If a more expensive custom poured drop inlet is required for a future project, an additional line item will be added to the price list for the remainder of the contract	100	CY	$ - 0	100	100	100	100	100

Offsetting Existing Pipe. complete-in-place. This price shall include furnishing and installing fittings, couplings, restrained joints, excavating, testing, disinfecting, backfilling, compacting, dewatering, disposing of surplus or unsuitable material, sheeting and shoring, bedding material, installing pipe, connecting existing lines as noted on the plans, reaction blocking, watertight welds, abandoning or removing existing lines as noted on the plans, and restoring property. Use subcontractors approved by utility companies when required below:
0202	PROVIDE AND INSTALL OUTLET PIPE (VDOT Spec 501, Item# 00595) up to 24-inch diameter, reinforced concrete pipe (RCP) or corrugated metal to match existing. If a more expensive outlet pipe is required for a future project, an additional line item will be added to the price list for the remainder of the contract	1000	LF	$ - 0	1,000	1,000	1,000	1,000	1,000
0203	PROVIDE AND INSTALL ENDWALL EW-12 (VDOT Spec 302, Item# 00596)	50	EA	$ - 0	50	50	50	50	50
0204	PROVIDE AND INSTALL UNDERDRAIN UD-7 (VDOT Spec 501, Item# 00597)	20	EA	$ - 0	20	20	20	20	20
0205	PROVIDE AND INSTALL NS DROP INLET, up to 24-inch (VDOT Spec 302, Item# 06740) If a more expensive drop inlet is required for a future project, an additional line item will be added to the price list for the remainder of the contract	10	EA	$ - 0	10	10	10	10	10
0206	PROVIDE AND INSTALL NS MANHOLE (VDOT Spec 302, Item# 09046) up to 4-foot width and 5-foot rise. If a more expensive manhole is required for a future project, an additional line item will be added to the price list for the remainder of the contract	100	VF	$ - 0	100	100	100	100	100
0207	PROVIDE AND INSTALL NS FRAME & COVER (VDOT Spec 302, Item# 09057) up to 4-foot frame and 30-inch cover. If a more expensive frame and cover is required for a future project, an additional line item will be added to the price list for the remainder of the contract	100	EA	$ - 0	100	100	100	100	100
0208	NS UTILITIES - ELECTRIC - USE UTILITY CTRs (VDOT Spec TEC, Item# 46011)	100	LF	$ - 0	100	100	100	100	100
0209	NS UTILITIES - NATURAL GAS - USE UTILITY CTRs (VDOT Spec TEC, Item# 48010)	100	LF	$ - 0	100	100	100	100	100
0210	NS UTILITIES - WASTE WATER - USE UTILITY CTRs (VDOT Spec TEC, Item# 49000)	100	LF	$ - 0	100	100	100	100	100
0211	NS UTILITIES - WATER - USE UTILITY CTRs	100	LF	$ - 0	100	100	100	100	100

Excavation costs for utilities - See Demolition Section
0212	Erosion Control Stone used for Culvert Outlet Protection. This price shall include excavating, backfilling, preparing the surface, furnishing and installing geotextile bedding material including overlaps, repair work, excavating and backfilling toe-ins, and placing the required materials. The price for the various types of riprap shall include, as appropriate, furnishing and placing riprap, including welded wire fabric or geotextile bedding material including overlaps when required, mortar or grout; excavation; and riprap bedding. The price shall also include preparing the surface, repair work, and excavating and backfilling toe-ins. (p635)	10	TON	$ - 0	10	10	10	10	10

Pipe will be paid for at the contract unit price per linear foot. Up to 4-feet of excavation shall be included, if deeper excavation is required for a future project, an additional line item will be added to the price list for the remainder of the contract. This price shall include excavating, when not paid for as minor structure excavation; sheeting; shoring; dewatering; disposing of surplus and unsuitable material; removing and disposing of existing drainage structures; and restoring existing surfaces. The upper 4 inches of bedding material and the Class I backfill material within the neat lines shown for each foundation type on the Standard PB-1 drawings shall be included in the price for the related pipe:
0213	6" CONC. PIPE (VDOT Spec 302, Item# 01062)	500	LF	$ - 0	500	500	500	500	500
0214	8" CONC. PIPE (VDOT Spec 302, Item# 01082)	500	LF	$ - 0	500	500	500	500	500
0215	12" CONC. PIPE (VDOT Spec 302, Item# 01122)	500	LF	$ - 0	500	500	500	500	500
0216	15" CONC. PIPE (VDOT Spec 302, Item# 01152)	500	LF	$ - 0	500	500	500	500	500
0217	18" CONC. PIPE (VDOT Spec 302, Item# 01182)	500	LF	$ - 0	500	500	500	500	500
0218	21" CONC. PIPE (VDOT Spec 302, Item# 01212)	200	LF	$ - 0	200	200	200	200	200
0219	24" CONC. PIPE (VDOT Spec 302, Item# 01242)	200	LF	$ - 0	200	200	200	200	200
0220	30" CONC. PIPE (VDOT Spec 302, Item# 01302)	200	LF	$ - 0	200	200	200	200	200
0221	36" CONC. PIPE (VDOT Spec 302, Item# 01362)	200	LF	$ - 0	200	200	200	200	200
0222	42" CONC. PIPE (VDOT Spec 302, Item# 01422)	200	LF	$ - 0	200	200	200	200	200
0223	48" CONC. PIPE (VDOT Spec 302, Item# 01482)	200	LF	$ - 0	200	200	200	200	200
0224	54" CONC. PIPE (VDOT Spec 302, Item# 01542)	200	LF	$ - 0	200	200	200	200	200
0225	60" CONC. PIPE (VDOT Spec 302, Item# 01602)	200	LF	$ - 0	200	200	200	200	200

Airfields
Projects to comply with the following UFCs, AFIs, and UFGS standards. UFC 3-260-1 Airfield Design, AFI 32-1042 Airfield Markings, AFI 32-1084 Facility Requirements, UFGS 32-12-14.13 Concrete Pavements for Airfields, UFGS 32-12-15.13 Asphalt Pavements for Airfields
Portland Cement Concrete (PCC) Airfield Pavements
Full-Depth Repair, Airfield Pavements:
0226	12" depth, 650 Flex, to include the Removal, Surface Prep, Placement of New PCC with Dowels, and Re-Sealing Joints	6,000	SY	$ - 0	6,000	6,000	6,000	6,000	6,000
0227	18" depth, 650 Flex, to include the Removal, Surface Prep, Placement of New PCC with Dowels, and Re-Sealing Joints	1,000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0228	Airfield Pavements Shallow-Depth PCC Spall Repair	3,000	SF	$ - 0	3,000	3,000	3,000	3,000	3,000
0229	Re-Seal Airfield Joints, Silicone, 890-SL, to include removal of existing, cleaning, and sealing	3,500	LF	$ - 0	3,500	3,500	3,500	3,500	3,500
0230	Seal Pavements, Coal Tar Fuel-Resistant, to include cleaning/surface preparation	500	SY	$ - 0	500	500	500	500	500
0231	Demolition of airfield PCC slab, 10-14 in depth, up to 13x13 feet, with saw cutting and mechanical lift	1	EA	$ - 0	1	1	1	1	1
0232	Demolition of airfield PCC slab, >14-18 in depth, up to 13x13 feet, with saw cutting and mechanical lift	1	EA	$ - 0	1	1	1	1	1
0233	Demolition of airfield PCC slab, 10-14 in depth, up to 13x13 feet, with saw cutting and jackhammer	1	EA	$ - 0	1	1	1	1	1
0234	Demolition of airfield PCC slab, >14-18 in depth, up to 13x13 feet, with saw cutting and jackhammer	300	EA	$ - 0	300	300	300	300	300
0235	Construct airfield PCC slab, 13x13 feet, w/ transfer spreader and paver, 10-12-in, 650 flex, membrane or saturated burlap cure, w/ joint sealant, UFGS 32-12-14.13 standards	500	SY	$ - 0	500	500	500	500	500
0236	Construct airfield PCC slab, 13x13 feet, w/ transfer spreader and paver, >12-14 in, 650 flex, membrane or saturated burlap cure, w/ joint sealant, UFGS 32-12-14.13 standards	500	SY	$ - 0	500	500	500	500	500
0237	Construct airfield PCC slab, 13x13 feet, w/ transfer spreader and paver, >14-16-in, 650 flex, , membrane or saturated burlap cure, w/ joint sealant, UFGS 32-12-14.13 standards	500	SY	$ - 0	500	500	500	500	500
0238	Construct airfield PCC slab, 13x13 feet, w/ transfer spreader and paver, >16-18-in, 650 flex, membrane or saturated burlap cure w/ joint sealant, UFGS 32-12-14.13 standards	500	SY	$ - 0	500	500	500	500	500
0239	Fixed form PCC slab, 10-12 in, up to 13x13 feet	500	EA	$ - 0	500	500	500	500	500
0240	Fixed form PCC slab, 12.01-14 in, up to 13x13 feet	500	EA	$ - 0	500	500	500	500	500
0241	Fixed form PCC slab, 14.01-16 in, up to 13x13 feet	800	EA	$ - 0	800	800	800	800	800
0242	Fixed form PCC slab, 16.01-18 in, up to 13x13 feet	500	EA	$ - 0	500	500	500	500	500
0243	Provide field density test results for aggregate, base, sub-base	130	EA	$ - 0	130	130	130	130	130
0244	Provide PCC field tests for slump, compression strenth test results inclusive of 3-day, 7-day, 28-day	130	EA	$ - 0	130	130	130	130	130

Asphalt Airfield Pavements
0245	Bituminous Paving, Airfield Hot Mix (P-401), AC Overlay incl. tack coat, per UFGS 32-12-15.13 (Zero Recycled Asphalt Pavement (RAP)), via delivery truck to material transfer device to paving vehicle, surface seal	4,000	TN	$ - 0	4,000	4,000	4,000	4,000	4,000
0246	Provide field density test results for aggregate, base, sub-base	300	EA	$ - 0	300	300	300	300	300
0247	Provide test results for asphalt bearing strenth, density	300	EA	$ - 0	300	300	300	300	300
0248	Provide Asphalt joint fabric	80,000	SF	$ - 0	80,000	80,000	80,000	80,000	80,000
0249	Remove & Replace 5' Airfield Box Drain	50	LF	$ - 0	50	50	50	50	50
0250	Groove Airfield Pavement	1,000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0251	Install Airfield Tie-Downs, Neenah Foundry, 6-inch mooring eye for JBLE-Langley, or as required for the JBLE-Eustis airfield	85	EA	$ - 0	85	85	85	85	85
0252	Remove Rubber from Airfield Pavements	100,000	SF	$ - 0	100,000	100,000	100,000	100,000	100,000

Airfield Markings
0253	Eradication of Existing Pavement Marking with high pressure water. This price shall include removing nonlinear pavement markings, chemicals if required, cleanup, and disposing of residue.	24,000	SF	$ - 0	24,000	24,000	24,000	24,000	24,000
0254	Airfield Markings with TYPE III Beads	5,000	SF	$ - 0	5,000	5,000	5,000	5,000	5,000
0255	Pavement Marking, Restriping Paint, 4" Wide, White, Solid Edge Lines, Reflective	3,000	LF	$ - 0	3,000	3,000	3,000	3,000	3,000
0256	Pavement Marking Restriping Paint 4" Wide, White Solid Edge Lines, Non-Reflective	11,000	LF	$ - 0	11,000	11,000	11,000	11,000	11,000
0257	Pavement Marking Restriping, Paint, 4" Wide, White, Broken Lane Lines, Reflective	1,000	LF	$ - 0	1,000	1,000	1,000	1,000	1,000
0258	Pavement Marking, Restriping, Paint, 4" Wide, White, Broken Lane Lines, Non-Reflective	11,000	LF	$ - 0	11,000	11,000	11,000	11,000	11,000
0259	Pavement Marking Restriping, Paint 6" Wide, Solid White Lane Line, Reflective	12,000	LF	$ - 0	12,000	12,000	12,000	12,000	12,000
0260	Pavement Marking, Restriping, Paint 4" Wide, Broken Yellow Centerline Reflective	11,000	LF	$ - 0	11,000	11,000	11,000	11,000	11,000
0261	Pavement Marking, Restriping, Paint, 4" Wide, Broken Yellow Centerline, Non-Reflective	11,000	LF	$ - 0	11,000	11,000	11,000	11,000	11,000
0262	Pavement Marking, Paint, 4" Wide Solid Double Yellow, Centerline, Reflective	2,000	LF	$ - 0	2,000	2,000	2,000	2,000	2,000
0263	Pavement Marking, Paint, 4", Wide Solid Double Yellow, Centerline, Non-Reflective	5,000	LF	$ - 0	5,000	5,000	5,000	5,000	5,000
0264	Pavement Marking, White, Paint, "ONLY" (8'x5'-9" Word Size) Non-Reflective	50	EA	$ - 0	50	50	50	50	50
0265	Clean Airfield Marking with lower-pressure water blasting and non-caustic biodegradable cleaner	30,000	LF	$ - 0	30,000	30,000	30,000	30,000	30,000
0266	Runway Friction Test, IAW AC 150/5320-12C	100,000	SF	$ - 0	100,000	100,000	100,000	100,000	100,000
0267	Non-reflectorized Black Border to outline markings on light-colored pavements, border is uniformly 6 inches (both sides of line	80,000	LF	$ - 0	80,000	80,000	80,000	80,000	80,000
0268	Pavement Marking, Restriping, Paint, 4" Wide, Green, Solid Lane Lines, Non-Reflective	1,000	LF	$ - 0	1,000	1,000	1,000	1,000	1,000
0269	Pavement Marking, Striping, Paint, 4" Wide, Green, Solid Lane Lines, Non-Reflective	500	LF	$ - 0	500	500	500	500	500
Landscaping
0270	TOPSOIL CLASS A. This price shall include furnishing, loading, transporting, and applying topsoil; soil testing and providing test reports; preparing areas to receive topsoil; finishing such areas; and restoring damaged areas. (VDOT Spec 602, Item# 27013)	250	CY	$ - 0	250	250	250	250	250
0271	TOPSOIL CLASS B. This price shall include furnishing, loading, transporting, and applying topsoil; soil testing and providing test reports; preparing areas to receive topsoil; finishing such areas; and restoring damaged areas. (VDOT Spec 602, Item# 27023)	250	CY	$ - 0	250	250	250	250	250
0272	LAY SOD & WATER UNTIL ESTABLISHED (VDOT Spec 604, Item# 27300)	500	SY	$ - 0	500	500	500	500	500
0273	Provide Seeding & Mulch including lime & fertilizer (VDOT Spec 603)	1,000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0274	EROSION CONTROL MULCH (VDOT Spec 303, Item# 27284)	1000	SY	$ - 0	1,000	1,000	1,000	1,000	1,000
0275	Provide Hydroseeding	6,500	SY	$ - 0	6,500	6,500	6,500	6,500	6,500
0276	PLANT 2-IN / 8-FT TREE & WATER UNTIL EST.	5	EA	$ - 0	5	5	5	5	5
0277	Landscape Decorative Paving stone installed complete Red	500	SY	$ - 0	500	500	500	500	500
0278	Landscape Decorative Paving stone installed complete Brown	500	SY	$ - 0	500	500	500	500	500
0279	Spread Rubber Mulch to Depth of 4 Inches	1,000	SF	$ - 0	1,000	1,000	1,000	1,000	1,000

Miscellaneous
0280	Provide for the locating of underground utilities using the DPW Utility Locating Contractor, to be paid by the paving contractor, at an established rate. MISS UTILITY marks gas pipeline, telephone (Bell Atlantic) And TV underground cables. The Army Communications cables are marked by DOIM Communications cables are marked by DOIM (Directorate of Information Management) upon Written request at no cost to the contractor. This Pertains only to work on Fort Eustis	40	HR	$ - 0	40	40	40	40	40
0281	Engineering Survey/Layout	1,500	HR	$ - 0	1,500	1,500	1,500	1,500	1,500
0282	Engineering Services - Intermediate: Provide engineering services to include preparation of CADD drawings, conducting product research, provide project alternatives, develop engineering documentation, develop engineering survey reports, serve as on-site engineering support, consult with other engineering firms and government offices, and similar intermediate level engineering services.	2,200	HR	$ - 0	2,200	2,200	2,200	2,200	2,200
0283	Engineering Services - Senior: Provide engineering services requiring professional engineer (PE) approval and signature. Includes PE services, development and approval of plans, drawings, geotechnical, environmental, stormwater, and design calculations as required for submittal to local, state, and federal project approval authorities. PE may be in-house staff member or sub-contracted.	1000	HR	$ - 0	1,000	1,000	1,000	1,000	1,000
0284	Street sweeping by brush and/or vacuum suction method	5,000	LF	$ - 0	5,000	5,000	5,000	5,000	5,000
0285	Install Guardrail, GR-2A (VDOT Spec 505, Item# 13323)	200	LF	$ - 0	200	200	200	200	200
0286	Install Guardrail, GR-7 (VDOT Spec 505, Item# 13312)	10	EA	$ - 0	10	10	10	10	10
0287	INSTALL MEDIAN BARRIER MB-3 (VDOT Spec 505, Item# 13421)	300	LF	$ - 0	300	300	300	300	300
0288	TURBIDITY CURTAIN, IMPERVIOUS & maintain (VDOT Spec 303, Item# 27525)	60	LF	$ - 0	60	60	60	60	60
0289	Dewatering - contaminated	100	HR		100	100	100	100	100
0290	Dewatering - non-contaminated	100	HR		100	100	100	100	100

Clean Existing Storm Drainage Pipe, High Pressure Water, Use Vacuum Truck:
0291	8" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0292	10-12" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0293	18" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0294	21" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0295	24" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0296	30" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0297	36" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0298	42" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500
0299	48" Storm Drain Pipe	500	LF	$ - 0	500	500	500	500	500

OPTIONAL: SNOW AND ICE REMOVAL
Snow and Ice Removal services at Joint Base Langley-Eustis (JBLE), augmenting the 633 CONS BPA as detailed in the attached Snow and Ice Removal Performance Work Statement (PWS). Line items include all necessary materials and equipment, such as sand, calcium, rock salt, tractors, plows, and similar items.
0300	Snow Removal for Runway	120	HR	$ - 0	120	120	120	120	120
0301	Snow Removal for Roads	120	HR	$ - 0	120	120	120	120	120
0302	Snow Removal for Sidewalks	120	HR	$ - 0	120	120	120	120	120
0303	Snow Removal for Parking Lots	120	HR	$ - 0	120	120	120	120	120
				$ - 0
				$ - 0
				$ - 0
				$ - 0
				$ - 0
				$ - 0
				$ - 0
				$ - 0

TOTAL ERROR:#VALUE!

File details come from the government source that posted it. Updated Aug 21, 2025.