Attachment_1_Bid_Schedule_29_Oct_2016.xls

XLS spreadsheet 237 KB Posted May 5, 2017

Attached to: NKAK 17-1100 Civil Works
Solicitation number: FA4460-17-R-0004
Issued by: Department of the Air Force Air Mobility Command

About this file

From the source

Attachment 1 Bid Schedule

View the file

Other files

File	Type	Posted
FA4460-17-R-0004_LRAFB_Civil_Works_Amendment_2.pdf	PDF	May 31, 2017
Pre_Bid_Sign_In_Sheets.pdf	PDF	May 31, 2017
Attachment_1_Bid_Schedule_25_May_2017.xls	XLS spreadsheet	May 31, 2017
Civil_Works_Answers.docx	DOCX document	May 31, 2017
01_Specifications_NKAK_17-1102_IDIQ_Civil_Works_20170526.doc	DOC document	May 31, 2017
Attachment_10_Past_Performance_Questionnaire_22_May.docx	DOCX document	May 23, 2017
FA4460-17-R-0004_Civil_Works_Amendment.pdf	PDF	May 23, 2017
Attachment_5_Schedule_of_Material_Submittals.xlsx	XLSX spreadsheet	May 5, 2017
Attachment_9_Financial_Instituition_Reference_Sheet.docx	DOCX document	May 5, 2017
Specifications_IDIQ_Civil_Works_NKAK_17-1100_(1-4).pdf	PDF	May 5, 2017
Attachment_3_General_Wage_Decision_AR170282_(AR282).pdf	PDF	May 5, 2017
Attachment_7_Environmental_MOA.pdf	PDF	May 5, 2017
Attachment_4_General_Wage_Decision_AR170285_(AR285).pdf	PDF	May 5, 2017
Attachment_11_Sub-Contractor_Consent_Form.docx	DOCX document	May 5, 2017
Drawings_IDIQ_Civil_Works_NKAK_17-1100_(1-4).pdf	PDF	May 5, 2017
Attachment_10_Past_Performance_Questionnaire.docx	DOCX document	May 5, 2017
Attachment_2_General_Wage_Decision_AR170266_(AR266).pdf	PDF	May 5, 2017
Attachment_8_C_and_D_Report.doc	DOC document	May 5, 2017
Attachment_6_EMIS_Instruction_Guide.doc	DOC document	May 5, 2017
FA4460-17-R-0004_LRAFB_Civil_Works_Solicitation.pdf	PDF	May 5, 2017
Attachment_12_LRAFB_Information.pdf	PDF	May 5, 2017

Show all 21

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Total

Base Year	$0.00
Option Year 1	$0.00
Option Year 2	$0.00
Total	$0.00

Base Year NKAK 17-1100

BID SCHEDULE
IDIQ CIVIL WORKS
BASE YEAR
ALL LINE ITEMS MUST BE FILLED IN TO BE CONSIDERED RESPONSIVE
ITEM	SUPPLIES/SERVICES	PRIMARY SPEC	PRIMARY DRAWING	EST QTY	UNIT	UNIT PRICE	AMOUNT
0000	FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL WORK AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 17-1100
0001	GIS AND AS-BUILT	01 11 00 & 01 33 00	-	15	ACRE		$0.00
0002	ROCK REMOVAL	01 50 00	-	100	CY		$0.00
0003	ADEQ NOTICE OF INTENT PERMIT FEE	01 57 23	-	10	EA		$0.00
0004	STORMWATER POLLUTION PREVENTION PLAN INCLUDING EROSION CONTROL PLAN	01 57 23	-	10	EA		$0.00
0005	CURB INLET FILTER	01 57 23	-	15	EA		$0.00
0006	SILT FENCE BARRIER	01 57 23	G1	3000	LF		$0.00
0007	CONSTRUCTION EXIT	01 57 23	G1	5	EA		$0.00
0008	STRAW BALE BARRIER	01 57 23	G1 & G2	200	LF		$0.00
0009	COARSE ROCK DITCH CHECK	01 57 23	G2	100	CY		$0.00
0010	ASPHALT REMOVAL	02 60 00	-	1000	CY		$0.00
0011	CONCRETE REMOVAL	02 60 00	-	2000	CY		$0.00
0012	FORMWORK	03 11 14	-	1000	SF		$0.00
0013	REINFORCEMENT	03 20 01	-	500	LB		$0.00
0014	3,500 PSI CAST-IN-PLACE CONCRETE	03 31 00	-	500	CY		$0.00
0015	100 - 200 PSI CAST-IN-PLACE CONCRETE (EXCAVATABLE CONCRETE)	03 31 00	-	50	CY		$0.00
0016	BRICK	04 21 13	G3, G4, G5, G6	20	SF		$0.00
0017	BRICK SAMPLE WALL	04 21 13	G3, G4, G5, G6	2	EA		$0.00
0018	CAST STONE	04 71 10	G3, G4, G5, G6	500	SF		$0.00
0019	3/4" GALVANIZED STEEL CABLE (INCLUDES TURNBUCKLES, U-BOLTS, CLAMPS AND ALL NECESSARY HARDWARE)	05 50 13	G4, G5, G6	100	LF		$0.00
0020	STEEL PLATE CABLE SUPPORT	05 50 13	G4, G5, G6	5	EA		$0.00
0021	MISC METAL(INCLUDES POSTS AND ANGLES FOR AT/FP WALLS)	05 50 13	G4, G5, G6	500	LB		$0.00
0022	REMOVE/REINSTALL METAL ENCLOSURE	05 50 90	G3	500	LF		$0.00
0023	SUPPLEMENTAL CONSTRUCTION DRAWINGS	17 00 00	G3	10	EA		$0.00
0024	10' WIDE X 8' HIGH GATE FOR BRICK ENCLOSURE (INCLUDES POSTS AND ALL NECESSARY HARDWARE)	05 50 90	G3	2	EA		$0.00
0025	METAL SCREEN WALL (INCLUDES POSTS AND ALL NECESSARY HARDWARE)	05 50 90	G4, G5, G6	50	LF		$0.00
0026	ABA HANDRAIL	05 52 13	C2	200	LF		$0.00
0027	DEMOLITION OF WOOD OR METAL POLE WITH LIGHT FIXTURES.	26 00 00	-	5	EA		$0.00
0028	DEMOLITION OF AERIAL SERVICE CABLE PER SPAN.	26 00 00	-	5	EA		$0.00
0029	REINSTALL OR ROTATE EXISTING GOVERNMENT FURNISHED POLE AND FIXTURE ON EXISTING CONCRETE BASE	26 00 00	-	5	EA		$0.00
0030	REINSTALL EXISTING OR GOVERNMENT FURNISHED POLE AND FIXTURE ON NEW CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD.	26 00 00	E1	5	EA		$0.00
0031	AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O)	26 00 00	E1	5	EA		$0.00
0032	AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.)	26 00 00	E1	10	EA		$0.00
0033	ADDITIONAL 150-400 WATT HID FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY	26 00 00	E1	2	EA		$0.00
0034	AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O)	26 00 00	E1	5	EA		$0.00
0035	AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.)	26 00 00	E1	10	EA		$0.00
0036	ADDITIONAL 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY	26 00 00	E1	2	EA		$0.00
0037	UNDERGROUND FEEDER ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT, 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL	26 00 00	E1	800	LF		$0.00
0038	TRANSFORMER FEEDER LIGHTING CONTROL ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT FROM ENTERGY ARKANSAS INC PROVIDED TRANSFORMER TO NEMA 3R ENCLOSURE CONTAINING A CIRCUIT BREAKER, PHOTOCELL, ASTRONOMICAL TIME CLOCK AND PANEL MOUNTED HAND-OFF-AUTO CONTROLS, A 10' GROUND ROD CONNECTED TO THE GROUNDING BUS IN THE ENCLOSURE, CONDUIT CONTINUING TO THE LIGHTING LOADS; 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL; 6" THICK CONCRETE BASE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL)	26 00 00	E1	5	EA		$0.00
0039	AERIAL FEEDER LIGHT CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM OVERHEAD FEEDER IN 1" RIGID GALVINIZED STEEL CONDUIT WITH WEATHERHEAD; 30 AMP FUSED DISCONNECT: 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVINIZED STEEL TO 2' BELOW GRADE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL)	26 00 00	E1	5	EA		$0.00
0040	#8 TRIPLEX	26 00 00	-	5	CLF		$0.00
0041	BUILDING FEEDER LIGHTING CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM BUILDING FEEDER IN 1"RIGID GALVANIZED STEEL CONDUIT (DOES NOT INCLUDE CONDUIT AND CONDUCTORS INSIDE BUILDING); 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; 20-30 AMP 2-POLE BREAKER IN EXISTING PANEL PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVANIZED STEEL TO 2' BELOW GRADE	26 00 00	E1	5	EA		$0.00
0042	INTERIOR FEEDER ASSEMBLY: 1" EMT AND 2#8 WITH GROUND CONDUCTORS INSIDE BUILDING INCLUDING REMOVING AND REINSTALLING CEILING TILES	26 00 00	-	50	LF		$0.00
0043	ADDITIONAL #8 IN FEEDER CONDUIT INSTALLED UNDER DIFFERENT LINE ITEM.	26 00 00	-	50	CLF		$0.00
0044	EMPTY 1" RIGID GALVINIZED STEEL CONDUIT, 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL	26 00 00	-	50	LF		$0.00
0045	AREA LIGHT ASSEMBLY: PRINCETON ALUMINUM POLE (PSA 12 S4J 18 P07 ABG BZ) UTILITY WASHINGTON POSTLITE FIXTURE FULL COTOFF LED (WFL 070 5KAS Z L5 S H PCS), CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD.	26 50 00	E2	5	EA		$0.00
0046	EXCAVATION TO GRADE	31 00 00	-	5000	CY		$0.00
0047	FILL MATERIAL	31 00 00	-	100	CY		$0.00
0048	CLEARING AND GRUBBING	31 00 00	-	1000	SY		$0.00
0049	SELECTIVE CUTTING 6"-12” DIA. TREES	31 00 00	-	4	EA		$0.00
0050	SELECTIVE CUTTING 12”-18” DIA. TREES	31 00 00	-	4	EA		$0.00
0051	SELECTIVE CUTTING 18”-24” DIA. TREES	31 00 00	-	4	EA		$0.00
0052	TOPSOIL	31 00 00	-	1000	CY		$0.00
0053	TRANSPLANTING TREES ON SITE, UP TO 8" DIA.	31 00 00	C3	4	EA		$0.00
0054	REFLECTIVE CRACK PAVEMENT MEMBRANE	32 01 17.63	-	500	LF		$0.00
0055	JOINT CLEANING AND SEALING	32 01 19	-	100	LF		$0.00
0056	HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR	32 01 20	-	100	LF		$0.00
0057	BITUMINOUS REJUVENATOR INCLUDES SURFACE PREPARATION	32 01 22	-	100	GAL		$0.00
0058	HYDROSEEDING	32 05 33 & 32 92 20	-	1000	SY		$0.00
0059	SODDING	32 05 33 & 32 92 23	-	1000	SY		$0.00
0060	SILVERBERRY, 5 GAL. (Elaeagnus pungens)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0061	CRAPE-MYRTLE, 5 GAL. (Lagerstroemia indica)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0062	JAPANESE BARBERRY, 9"-12" (Berberis thunbergi)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0063	MOUNTAIN LAUREL, 15"-18" (Kalmia latifolia)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0064	GREEN ASH 8' TALL, 1 1/2" CALIPER (Fraxinus pennslyvanica)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0065	SUGAR MAPLE 8' TALL, 1 1/2" CLPR (Acer saccharum)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0066	BRADFORD PEAR 8' TALL, 1 1/2" CLPR (Pyrus calleryana)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0067	RIVER BIRCH 8' TALL, 1 1/2" CALIPER (Betula nigra)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0068	WILLOW OAK 8' TALL, 1 1/2" CALIPER (Quercus Phellos)	32 05 33 & 32 93 01	C3	4	EA		$0.00
0069	BITUMINOUS PRIME COAT	32 12 10	-	500	GAL		$0.00
0070	BITUMINOUS TACK COAT	32 12 10	-	500	GAL		$0.00
0071	W-SECTION STEEL BOLLARD ONLY FROM TYPE "D" REMOVABLE BOLLARD	32 17 13	C4	2	EA		$0.00
0072	TYPE "D" REMOVABLE BOLLARD	32 17 13	C4	2	EA		$0.00
0073	TYPE "A" FIXED BOLLARD	32 17 13	C4	2	EA		$0.00
0074	TYPE "B" LIGHTED BOLLARD (INCLUDES CONDUIT)	32 17 13	C5	2	EA		$0.00
0075	TYPE "C" LIGHTED BOLLARD (INCLUDES CONDUIT)	32 17 13	C5	2	EA		$0.00
0076	CAST IN PLACE DETECTABLE WARNING SURFACE TILES	32 17 26	-	200	SF		$0.00
0077	RETROFIT DETECTABLE WARNING SURFACE TILES	32 17 26.10	-	200	SF		$0.00
0078	LOWER UTILITY LINES	33 31 00	-	100	LF		$0.00
0079	EXISTING TIRESTOP	33 31 00	-	10	EA		$0.00
0080	CONCRETE FLUME	33 31 00	C2	1000	SF		$0.00
0081	NEW TIRESTOP	33 31 00	C2	10	EA		$0.00
0082	RAISE/LOWER VALVES TO FINISHED GRADE	33 31 00	-	5	EA		$0.00
0083	RELOCATE METER/HYDRANT	33 31 00	-	5	EA		$0.00
0084	ROADWAY STONE BACKFILL (UNDERCUT)	207	-	3000	CY		$0.00
0085	ROADWAY GOVERNMENT PROVIDED STONE BACKFILL (UNDERCUT)	207	-	1500	CY		$0.00
0086	6" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
0087	12" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
0088	18" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
0089	SUBGRADE PREPARATION	214	-	14000	SY		$0.00
0090	GOVERNMENT PROVIDED BASE MATERIAL	303	-	100	CY		$0.00
0091	AHTD CLASS 7 AGGREGATE BASE COURSE	303	-	12100	CY		$0.00
0092	RECONSTRUCT EXISTING BASE COURSE	305	-	700	SY		$0.00
0093	ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (LESS THAN 200 TONS PER D.O.)	406	-	1500	TON		$0.00
0094	ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (LESS THAN 200 TONS PER D.O.)	406	-	500	TON		$0.00
0095	ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	406	-	1500	TON		$0.00
0096	ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	406	-	500	TON		$0.00
0097	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (LESS THAN 200 TONS PER D.O.)	407	-	1500	TON		$0.00
0098	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (LESS THAN 200 TONS PER D.O.)	407	-	500	TON		$0.00
0099	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (LESS THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
0100	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (LESS THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
0101	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	407	-	1000	TON		$0.00
0102	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	407	-	1000	TON		$0.00
0103	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
0104	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
0105	COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5" INCLUDES REMOVAL AND DISPOSAL OFF BASE	412	-	1000	SY		$0.00
0106	COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES REMOVAL AND DISPOSAL OFF BASE	412	-	200	SY		$0.00
0107	COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5", INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY	412	-	30000	SY		$0.00
0108	COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY	412	-	500	SY		$0.00
0109	CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
0110	REMOVAL OF PERMANENT PAVEMENT MARKINGS	604	-	100	LF		$0.00
0111	REMOVAL OF PERMANENT PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
0112	REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS	604	-	100	LF		$0.00
0113	REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
0114	REMOVABLE CONSTRUCTION PAVEMENT MARKINGS	604	-	100	LF		$0.00
0115	CONSTRUCTION PAVEMENT MARKINGS	604	PM-1	100	LF		$0.00
0116	CONSTRUCTION SIGN	604	TC-1-3	500	SF		$0.00
0117	VERTICAL PANELS	604	TC3	100	EA		$0.00
0118	TRAFFIC DRUMS	604	TC3	5	EA		$0.00
0119	TYPE III BARRICADES	604	TC3	60	LF		$0.00
0120	NATIVE MATERIAL EXCAVATION AND PIPE BACKFILL	606	-	500	CY		$0.00
0121	12” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0122	18” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0123	24” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0124	30” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0125	36” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0126	42” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0127	48” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0128	54” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0129	60” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0130	66” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
0131	12" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0132	18" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0133	24" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0134	30" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0135	36" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0136	42" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0137	48" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0138	54" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0139	60" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0140	66" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
0141	SELECTED PIPE BEDDING - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) INCLUDES PLACEMENT AND COMPACTION IN LIFTS PER SPECS	606	PCC-1	200	CY		$0.00
0142	SELECTED PIPE BACKFILL - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7)	606	PCC-1	200	CY		$0.00
0143	12 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0144	18 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0145	24 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0146	30 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0147	36 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0148	42" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0149	48" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0150	54" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0151	60" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0152	66" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
0153	TIE CULVERT INTO EXISTING DRAINAGE STRUCTURE	609	-	3	EA		$0.00
0154	DROP INLET (TYPE C) "CURB INLET" INCLUDES HEAVY DUTY RING AND COVER	609	FPC-9E	3	EA		$0.00
0155	DROP INLET (TYPE C) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6'	609	FPC-9E	10	LF OF DEPTH		$0.00
0156	DROP INLET EXTENSION FOR CURB INLET 4'	609	FPC-9E	1	EA		$0.00
0157	DROP INLET EXTENSION FOR CURB INLET 8'	609	FPC-9E	1	EA		$0.00
0158	DROP INLET (TYPE ST) INCLUDES PEDESTRIAN GRATE AND FRAME (0'-6' DEPTH)	609	FPC-9S	3	EA		$0.00
0159	DROP INLET (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6'	609	FPC-9S	10	LF OF DEPTH		$0.00
0160	JUNCTION BOX (TYPE ST) INCLUDES HEAVY DUTY RING AND COVER (0'-6' DEPTH)	609	FPC-9S	3	EA		$0.00
0161	JUNCTION BOX (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6'	609	FPC-9S	10	LF OF DEPTH		$0.00
0162	EXISTING MANHOLE ADJUSTED TO GRADE -2' TO 2' IN ELEVATION	610	-	3	EA		$0.00
0163	REMOVE AND REPLACE EXISTING DROP INLET (TYPE C) "CURB INLET" TOP, NO ELEVATION ADJUSTMENT	610	FPC-9E	5	EA		$0.00
0164	EXISTING JUNCTION BOX ADJUSTED TO GRADE -2' TO +2' IN ELEVATION	610	FPC-9S	3	EA		$0.00
0165	EXISTING DROP INLET (ANY AHTD TYPE) ADJUSTED TO GRADE -2' TO +2' IN ELEVATION	610	FPC-9S & 9E	3	EA		$0.00
0166	PIPE UNDERDRAIN CONNECTION TO CONCRETE PIPE OR CONCRETE DRAINAGE STRUCTURE	611	-	10	EA		$0.00
0167	4" PIPE UNDERDRAIN	611	PU-1	1000	LF		$0.00
0168	GRANULAR FILTER MATERIAL (#57 STONE)	611	PU-1	1000	CY		$0.00
0169	UNDERDRAIN OUTLET PROTECTOR INCLUDING RODENT SCREENS	611	PU-1	10	EA		$0.00
0170	GEOTEXTILE FABRIC AHTD TYPE 1 (FILTER FABRIC, SUBSURFACE DRAINAGE, AND SEPERATION)	625	-	3500	SY		$0.00
0171	GEOTEXTILE FABRIC AHTD TYPE 7 (ASPHALT PAVING FABRIC)	625	-	200	SY		$0.00
0172	CONCRETE STEPS	633	C1	100	SF		$0.00
0173	4” THICK SIDEWALK	633	C2	15000	SF		$0.00
0174	6" THICK SIDEWALK	633	C2	200	SF		$0.00
0175	CONCRETE CURB ANY AHTD TYPE	634	CG-1	1000	LF		$0.00
0176	CONCRETE COMBINATION CURB AND GUTTER ANY AHTD TYPE 18" MINIMUM WIDTH	634	CG-1	100	LF		$0.00
0177	ABA RAMPS	641	WR 1-2	500	SF		$0.00
0178	LOOP WIRING IN DUCT	705	-	600	LF		$0.00
0179	REFLECTORIZED PAINT PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR	718	-	500	SF		$0.00
0180	REFLECTORIZED PAINT PAVEMENT MARKINGS LINEAER, ANY COLOR	718	PM-1	5000	SF		$0.00
0181	THERMOPLASTIC PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR	719	-	500	SF		$0.00
0182	THERMOPLASTIC PAVEMENT MARKINGS LINEAER, ANY COLOR	719	PM-1	500	SF		$0.00
0183	PLOWABLE PAVEMENT MARKER (TYPE II)	722	PM-1	100	EA		$0.00
0184	BREAKAWAY STEEL SQUARE POST SIGN SUPPORT WITH BROWN SLEEVE	726	-	100	EA		$0.00
0185	LRAFB STANDARD SIGNS	726	SHS-1	100	SF		$0.00
0186	ASPHALT CORING 4" (INCLUDES REMOVING SAMPLE AND PATCHING HOLE)	02 60 00	-	40	EA		$0.00
0187	ASPHALT SAW CUTTING 0 TO 4" IN DEPTH	02 60 00	-	500	LF		$0.00
0188	ASPHALT SAW CUTTING 4" TO 8" IN DEPTH	02 60 00	-	500	LF		$0.00
0189	CEMENT SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS)	307	-	500	SY		$0.00
0190	LIME SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS)	301	-	500	SY		$0.00
0191	6" CONCRETE PAVING 4000 PSI	501		1200	SY		$0.00
0192	6" CONCRETE PAVING 4000 PSI WITH FIBER MESH REINFORCEMENT	501		1200	SY		$0.00
0193	8" CONCRETE PAVING 4000 PSI	501		2300	SY		$0.00
0194	8" CONCRETE PAVING 4000 PSI WITH FIBER MESH REINFORCEMENT	501		2300	SY		$0.00
0195	5/8" SMOOTH DOWEL	501		1400	EA		$0.00
0196	SAW AND SEAL CONCRETE JOINTS (SILICONE)	501		1400	LF		$0.00
0197	LOW COMPRESSION CONCRETE 2500 PSI	32 11 36		1400	CY		$0.00
0198	MAINTENANCE OF TRAFFIC	603		5	EA		$0.00
TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001 THROUGH 0198							$0.00

&C&"Times New Roman,Bold"&11FOR OFFICIAL USE ONLY

SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104&R

&12Solicitation No.: FA4460-17-R-0004 &LAttachment 1 Bid Schedule (BASE YEAR)

&CPage &P of &N

&"Times New Roman,Bold"&11FOR OFFICIAL USE ONLY

SOURCE SELECTION INFROMATION SEE FAR 2.101 AND 3.104

OPTION YEAR 1 NKAK 17-1100

BID SCHEDULE
IDIQ CIVIL WORKS
OPTION YEAR 1
ALL LINE ITEMS MUST BE FILLED IN TO BE CONSIDERED RESPONSIVE
ITEM	SUPPLIES/SERVICES	PRIMARY SPEC	PRIMARY DRAWING	EST QTY	UNIT	UNIT PRICE	AMOUNT
1000	FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL WORK AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 17-1100
1001	GIS AND AS-BUILT	01 11 00 & 01 33 00	-	15	ACRE		$0.00
1002	ROCK REMOVAL	01 50 00	-	100	CY		$0.00
1003	ADEQ NOTICE OF INTENT PERMIT FEE	01 57 23	-	10	EA		$0.00
1004	STORMWATER POLLUTION PREVENTION PLAN INCLUDING EROSION CONTROL PLAN	01 57 23	-	10	EA		$0.00
1005	CURB INLET FILTER	01 57 23	-	15	EA		$0.00
1006	SILT FENCE BARRIER	01 57 23	G1	3000	LF		$0.00
1007	CONSTRUCTION EXIT	01 57 23	G1	5	EA		$0.00
1008	STRAW BALE BARRIER	01 57 23	G1 & G2	200	LF		$0.00
1009	COARSE ROCK DITCH CHECK	01 57 23	G2	100	CY		$0.00
1010	ASPHALT REMOVAL	02 60 00	-	1000	CY		$0.00
1011	CONCRETE REMOVAL	02 60 00	-	2000	CY		$0.00
1012	FORMWORK	03 11 14	-	1000	SF		$0.00
1013	REINFORCEMENT	03 20 01	-	500	LB		$0.00
1014	3,500 PSI CAST-IN-PLACE CONCRETE	03 31 00	-	500	CY		$0.00
1015	100 - 200 PSI CAST-IN-PLACE CONCRETE (EXCAVATABLE CONCRETE)	03 31 00	-	50	CY		$0.00
1016	BRICK	04 21 13	G3, G4, G5, G6	20	SF		$0.00
1017	BRICK SAMPLE WALL	04 21 13	G3, G4, G5, G6	2	EA		$0.00
1018	CAST STONE	04 71 10	G3, G4, G5, G6	500	SF		$0.00
1019	3/4" GALVANIZED STEEL CABLE (INCLUDES TURNBUCKLES, U-BOLTS, CLAMPS AND ALL NECESSARY HARDWARE)	05 50 13	G4, G5, G6	100	LF		$0.00
1020	STEEL PLATE CABLE SUPPORT	05 50 13	G4, G5, G6	5	EA		$0.00
1021	MISC METAL(INCLUDES POSTS AND ANGLES FOR AT/FP WALLS)	05 50 13	G4, G5, G6	500	LB		$0.00
1022	REMOVE/REINSTALL METAL ENCLOSURE	05 50 90	G3	500	LF		$0.00
1023	SUPPLEMENTAL CONSTRUCTION DRAWINGS	17 00 00	G3	10	EA		$0.00
1024	10' WIDE X 8' HIGH GATE FOR BRICK ENCLOSURE (INCLUDES POSTS AND ALL NECESSARY HARDWARE)	05 50 90	G3	2	EA		$0.00
1025	METAL SCREEN WALL (INCLUDES POSTS AND ALL NECESSARY HARDWARE)	05 50 90	G4, G5, G6	50	LF		$0.00
1026	ABA HANDRAIL	05 52 13	C2	200	LF		$0.00
1027	DEMOLITION OF WOOD OR METAL POLE WITH LIGHT FIXTURES.	26 00 00	-	5	EA		$0.00
1028	DEMOLITION OF AERIAL SERVICE CABLE PER SPAN.	26 00 00	-	5	EA		$0.00
1029	REINSTALL OR ROTATE EXISTING GOVERNMENT FURNISHED POLE AND FIXTURE ON EXISTING CONCRETE BASE	26 00 00	-	5	EA		$0.00
1030	REINSTALL EXISTING OR GOVERNMENT FURNISHED POLE AND FIXTURE ON NEW CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD.	26 00 00	E1	5	EA		$0.00
1031	AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O)	26 00 00	E1	5	EA		$0.00
1032	AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.)	26 00 00	E1	10	EA		$0.00
1033	ADDITIONAL 150-400 WATT HID FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY	26 00 00	E1	2	EA		$0.00
1034	AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O)	26 00 00	E1	5	EA		$0.00
1035	AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.)	26 00 00	E1	10	EA		$0.00
1036	ADDITIONAL 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY	26 00 00	E1	2	EA		$0.00
1037	UNDERGROUND FEEDER ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT, 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL	26 00 00	E1	800	LF		$0.00
1038	TRANSFORMER FEEDER LIGHTING CONTROL ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT FROM ENTERGY ARKANSAS INC PROVIDED TRANSFORMER TO NEMA 3R ENCLOSURE CONTAINING A CIRCUIT BREAKER, PHOTOCELL, ASTRONOMICAL TIME CLOCK AND PANEL MOUNTED HAND-OFF-AUTO CONTROLS, A 10' GROUND ROD CONNECTED TO THE GROUNDING BUS IN THE ENCLOSURE, CONDUIT CONTINUING TO THE LIGHTING LOADS; 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL; 6" THICK CONCRETE BASE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL)	26 00 00	E1	5	EA		$0.00
1039	AERIAL FEEDER LIGHT CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM OVERHEAD FEEDER IN 1" RIGID GALVINIZED STEEL CONDUIT WITH WEATHERHEAD; 30 AMP FUSED DISCONNECT: 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVINIZED STEEL TO 2' BELOW GRADE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL)	26 00 00	E1	5	EA		$0.00
1040	#8 TRIPLEX	26 00 00	-	5	CLF		$0.00
1041	BUILDING FEEDER LIGHTING CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM BUILDING FEEDER IN 1"RIGID GALVANIZED STEEL CONDUIT (DOES NOT INCLUDE CONDUIT AND CONDUCTORS INSIDE BUILDING); 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; 20-30 AMP 2-POLE BREAKER IN EXISTING PANEL PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVANIZED STEEL TO 2' BELOW GRADE	26 00 00	E1	5	EA		$0.00
1042	INTERIOR FEEDER ASSEMBLY: 1" EMT AND 2#8 WITH GROUND CONDUCTORS INSIDE BUILDING INCLUDING REMOVING AND REINSTALLING CEILING TILES	26 00 00	-	50	LF		$0.00
1043	ADDITIONAL #8 IN FEEDER CONDUIT INSTALLED UNDER DIFFERENT LINE ITEM.	26 00 00	-	50	CLF		$0.00
1044	EMPTY 1" RIGID GALVINIZED STEEL CONDUIT, 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL	26 00 00	-	50	LF		$0.00
1045	AREA LIGHT ASSEMBLY: PRINCETON ALUMINUM POLE (PSA 12 S4J 18 P07 ABG BZ) UTILITY WASHINGTON POSTLITE FIXTURE FULL COTOFF LED (WFL 070 5KAS Z L5 S H PCS), CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD.	26 50 00	E2	5	EA		$0.00
1046	EXCAVATION TO GRADE	31 00 00	-	7000	CY		$0.00
1047	FILL MATERIAL	31 00 00	-	100	CY		$0.00
1048	CLEARING AND GRUBBING	31 00 00	-	1000	SY		$0.00
1049	SELECTIVE CUTTING 6"-12” DIA. TREES	31 00 00	-	4	EA		$0.00
1050	SELECTIVE CUTTING 12”-18” DIA. TREES	31 00 00	-	4	EA		$0.00
1051	SELECTIVE CUTTING 18”-24” DIA. TREES	31 00 00	-	4	EA		$0.00
1052	TOPSOIL	31 00 00	-	1000	CY		$0.00
1053	TRANSPLANTING TREES ON SITE, UP TO 8" DIA.	31 00 00	C3	4	EA		$0.00
1054	REFLECTIVE CRACK PAVEMENT MEMBRANE	32 01 17.63	-	500	LF		$0.00
1055	JOINT CLEANING AND SEALING	32 01 19	-	100	LF		$0.00
1056	HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR	32 01 20	-	100	LF		$0.00
1057	BITUMINOUS REJUVENATOR INCLUDES SURFACE PREPARATION	32 01 22	-	100	GAL		$0.00
1058	HYDROSEEDING	32 05 33 & 32 92 20	-	1000	SY		$0.00
1059	SODDING	32 05 33 & 32 92 23	-	1000	SY		$0.00
1060	SILVERBERRY, 5 GAL. (Elaeagnus pungens)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1061	CRAPE-MYRTLE, 5 GAL. (Lagerstroemia indica)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1062	JAPANESE BARBERRY, 9"-12" (Berberis thunbergi)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1063	MOUNTAIN LAUREL, 15"-18" (Kalmia latifolia)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1064	GREEN ASH 8' TALL, 1 1/2" CALIPER (Fraxinus pennslyvanica)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1065	SUGAR MAPLE 8' TALL, 1 1/2" CLPR (Acer saccharum)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1066	BRADFORD PEAR 8' TALL, 1 1/2" CLPR (Pyrus calleryana)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1067	RIVER BIRCH 8' TALL, 1 1/2" CALIPER (Betula nigra)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1068	WILLOW OAK 8' TALL, 1 1/2" CALIPER (Quercus Phellos)	32 05 33 & 32 93 01	C3	4	EA		$0.00
1069	BITUMINOUS PRIME COAT	32 12 10	-	500	GAL		$0.00
1070	BITUMINOUS TACK COAT	32 12 10	-	500	GAL		$0.00
1071	W-SECTION STEEL BOLLARD ONLY FROM TYPE "D" REMOVABLE BOLLARD	32 17 13	C4	2	EA		$0.00
1072	TYPE "D" REMOVABLE BOLLARD	32 17 13	C4	2	EA		$0.00
1073	TYPE "A" FIXED BOLLARD	32 17 13	C4	2	EA		$0.00
1074	TYPE "B" LIGHTED BOLLARD (INCLUDES CONDUIT)	32 17 13	C5	2	EA		$0.00
1075	TYPE "C" LIGHTED BOLLARD (INCLUDES CONDUIT)	32 17 13	C5	2	EA		$0.00
1076	CAST IN PLACE DETECTABLE WARNING SURFACE TILES	32 17 26	-	200	SF		$0.00
1077	RETROFIT DETECTABLE WARNING SURFACE TILES	32 17 26.10	-	200	SF		$0.00
1078	LOWER UTILITY LINES	33 31 00	-	100	LF		$0.00
1079	EXISTING TIRESTOP	33 31 00	-	10	EA		$0.00
1080	CONCRETE FLUME	33 31 00	C2	1000	SF		$0.00
1081	NEW TIRESTOP	33 31 00	C2	10	EA		$0.00
1082	RAISE/LOWER VALVES TO FINISHED GRADE	33 31 00	-	5	EA		$0.00
1083	RELOCATE METER/HYDRANT	33 31 00	-	5	EA		$0.00
1084	ROADWAY STONE BACKFILL (UNDERCUT)	207	-	3000	CY		$0.00
1085	ROADWAY GOVERNMENT PROVIDED STONE BACKFILL (UNDERCUT)	207	-	1500	CY		$0.00
1086	6" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
1087	12" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
1088	18" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
1089	SUBGRADE PREPARATION	214	-	14000	SY		$0.00
1090	GOVERNMENT PROVIDED BASE MATERIAL	303	-	100	CY		$0.00
1091	AHTD CLASS 7 AGGREGATE BASE COURSE	303	-	10000	CY		$0.00
1092	RECONSTRUCT EXISTING BASE COURSE	305	-	650	SY		$0.00
1093	ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (LESS THAN 200 TONS PER D.O.)	406	-	1400	TON		$0.00
1094	ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (LESS THAN 200 TONS PER D.O.)	406	-	500	TON		$0.00
1095	ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	406	-	1400	TON		$0.00
1096	ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	406	-	500	TON		$0.00
1097	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (LESS THAN 200 TONS PER D.O.)	407	-	1400	TON		$0.00
1098	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (LESS THAN 200 TONS PER D.O.)	407	-	500	TON		$0.00
1099	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (LESS THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
1100	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (LESS THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
1101	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	407	-	1000	TON		$0.00
1102	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	407	-	1000	TON		$0.00
1103	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
1104	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
1105	COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5" INCLUDES REMOVAL AND DISPOSAL OFF BASE	412	-	1000	SY		$0.00
1106	COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES REMOVAL AND DISPOSAL OFF BASE	412	-	200	SY		$0.00
1107	COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5", INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY	412	-	25000	SY		$0.00
1108	COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY	412	-	500	SY		$0.00
1109	CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
1110	REMOVAL OF PERMANENT PAVEMENT MARKINGS	604	-	100	LF		$0.00
1111	REMOVAL OF PERMANENT PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
1112	REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS	604	-	100	LF		$0.00
1113	REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
1114	REMOVABLE CONSTRUCTION PAVEMENT MARKINGS	604	-	100	LF		$0.00
1115	CONSTRUCTION PAVEMENT MARKINGS	604	PM-1	100	LF		$0.00
1116	CONSTRUCTION SIGN	604	TC-1-3	400	SF		$0.00
1117	VERTICAL PANELS	604	TC3	100	EA		$0.00
1118	TRAFFIC DRUMS	604	TC3	5	EA		$0.00
1119	TYPE III BARRICADES	604	TC3	60	LF		$0.00
1120	NATIVE MATERIAL EXCAVATION AND PIPE BACKFILL	606	-	500	CY		$0.00
1121	12” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1122	18” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1123	24” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1124	30” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1125	36” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1126	42” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1127	48” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1128	54” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1129	60” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1130	66” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
1131	12" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1132	18" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1133	24" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1134	30" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1135	36" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1136	42" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1137	48" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1138	54" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1139	60" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1140	66" REINFORCED CONCRETE PIPE CULVERT CLASS V	606	PCC-1	48	LF		$0.00
1141	SELECTED PIPE BEDDING - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7) INCLUDES PLACEMENT AND COMPACTION IN LIFTS PER SPECS	606	PCC-1	200	CY		$0.00
1142	SELECTED PIPE BACKFILL - AHTD INSTALLATION TYPE 1 (AGGREGATE BASE COURSE AHTD CLASS 5 OR 7)	606	PCC-1	200	CY		$0.00
1143	12 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1144	18 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1145	24 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1146	30 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1147	36 INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1148	42" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1149	48" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1150	54" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1151	60" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1152	66" INCH PIPE STEEL SAFETY END SECTION FOR CONCRETE PIPE CLASS 1	606	SES-1	4	EA		$0.00
1153	TIE CULVERT INTO EXISTING DRAINAGE STRUCTURE	609	-	3	EA		$0.00
1154	DROP INLET (TYPE C) "CURB INLET" INCLUDES HEAVY DUTY RING AND COVER	609	FPC-9E	3	EA		$0.00
1155	DROP INLET (TYPE C) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6'	609	FPC-9E	10	LF OF DEPTH		$0.00
1156	DROP INLET EXTENSION FOR CURB INLET 4'	609	FPC-9E	1	EA		$0.00
1157	DROP INLET EXTENSION FOR CURB INLET 8'	609	FPC-9E	1	EA		$0.00
1158	DROP INLET (TYPE ST) INCLUDES PEDESTRIAN GRATE AND FRAME (0'-6' DEPTH)	609	FPC-9S	3	EA		$0.00
1159	DROP INLET (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6'	609	FPC-9S	10	LF OF DEPTH		$0.00
1160	JUNCTION BOX (TYPE ST) INCLUDES HEAVY DUTY RING AND COVER (0'-6' DEPTH)	609	FPC-9S	3	EA		$0.00
1161	JUNCTION BOX (TYPE ST) ADDITIVE COST FOR EACH ADDITIONAL FOOT DEPTH BEYOND 6'	609	FPC-9S	10	LF OF DEPTH		$0.00
1162	EXISTING MANHOLE ADJUSTED TO GRADE -2' TO 2' IN ELEVATION	610	-	3	EA		$0.00
1163	REMOVE AND REPLACE EXISTING DROP INLET (TYPE C) "CURB INLET" TOP, NO ELEVATION ADJUSTMENT	610	FPC-9E	5	EA		$0.00
1164	EXISTING JUNCTION BOX ADJUSTED TO GRADE -2' TO +2' IN ELEVATION	610	FPC-9S	3	EA		$0.00
1165	EXISTING DROP INLET (ANY AHTD TYPE) ADJUSTED TO GRADE -2' TO +2' IN ELEVATION	610	FPC-9S & 9E	3	EA		$0.00
1166	PIPE UNDERDRAIN CONNECTION TO CONCRETE PIPE OR CONCRETE DRAINAGE STRUCTURE	611	-	10	EA		$0.00
1167	4" PIPE UNDERDRAIN	611	PU-1	1200	LF		$0.00
1168	GRANULAR FILTER MATERIAL (#57 STONE)	611	PU-1	1000	CY		$0.00
1169	UNDERDRAIN OUTLET PROTECTOR INCLUDING RODENT SCREENS	611	PU-1	10	EA		$0.00
1170	GEOTEXTILE FABRIC AHTD TYPE 1 (FILTER FABRIC, SUBSURFACE DRAINAGE, AND SEPERATION)	625	-	3500	SY		$0.00
1171	GEOTEXTILE FABRIC AHTD TYPE 7 (ASPHALT PAVING FABRIC)	625	-	200	SY		$0.00
1172	CONCRETE STEPS	633	C1	100	SF		$0.00
1173	4” THICK SIDEWALK	633	C2	15000	SF		$0.00
1174	6" THICK SIDEWALK	633	C2	200	SF		$0.00
1175	CONCRETE CURB ANY AHTD TYPE	634	CG-1	1000	LF		$0.00
1176	CONCRETE COMBINATION CURB AND GUTTER ANY AHTD TYPE 18" MINIMUM WIDTH	634	CG-1	100	LF		$0.00
1177	ABA RAMPS	641	WR 1-2	500	SF		$0.00
1178	LOOP WIRING IN DUCT	705	-	600	LF		$0.00
1179	REFLECTORIZED PAINT PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR	718	-	600	SF		$0.00
1180	REFLECTORIZED PAINT PAVEMENT MARKINGS LINEAER, ANY COLOR	718	PM-1	4500	SF		$0.00
1181	THERMOPLASTIC PAVEMENT MARKINGS NON-LINEAR (WORDS, LETTERS, ARROWS, CROSSWALK, STOP BARS, OR OTHER NON-LINEAR SHAPES) ANY COLOR	719	-	490	SF		$0.00
1182	THERMOPLASTIC PAVEMENT MARKINGS LINEAER, ANY COLOR	719	PM-1	490	SF		$0.00
1183	PLOWABLE PAVEMENT MARKER (TYPE II)	722	PM-1	90	EA		$0.00
1184	BREAKAWAY STEEL SQUARE POST SIGN SUPPORT WITH BROWN SLEEVE	726	-	90	EA		$0.00
1185	LRAFB STANDARD SIGNS	726	SHS-1	90	SF		$0.00
1186	ASPHALT CORING 4" (INCLUDES REMOVING SAMPLE AND PATCHING HOLE)	02 60 00	-	25	EA		$0.00
1187	ASPHALT SAW CUTTING 0 TO 4" IN DEPTH	02 60 00	-	500	LF		$0.00
1188	ASPHALT SAW CUTTING 4" TO 8" IN DEPTH	02 60 00	-	500	LF		$0.00
1189	CEMENT SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS)	307	-	500	SY		$0.00
1190	LIME SOIL STABILIZATION 0 TO 12" (DEPTH AND PERCENT OF MATERIAL WILL BE DETERMINED BY SOIL ANALYSIS)	301	-	500	SY		$0.00
1191	6" CONCRETE PAVING 4000 PSI	501		1200	SY		$0.00
1192	6" CONCRETE PAVING 4000 PSI WITH FIBER MESH REINFORCEMENT	501		1200	SY		$0.00
1193	8" CONCRETE PAVING 4000 PSI	501		2100	SY		$0.00
1194	8" CONCRETE PAVING 4000 PSI WITH FIBER MESH REINFORCEMENT	501		2200	SY		$0.00
1195	5/8" SMOOTH DOWEL	501		1500	EA		$0.00
1196	SAW AND SEAL CONCRETE JOINTS (SILICONE)	501		1500	LF		$0.00
1197	LOW COMPRESSION CONCRETE 2500 PSI	32 11 36		1450	CY		$0.00
1198	MAINTENANCE OF TRAFFIC	603		5	EA		$0.00
TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001 THROUGH 0198							$0.00

Solicitation No.: FA4460-17-R-0004 &LAttachment 1 Bid Schedule (OPTION YEAR 1)

&CPage &P of &N

&"Times New Roman,Bold"&11FOR OFFICIAL USE ONLY

SOURCE SELECTION INFROMATION SEE FAR 2.101 AND 3.104

OPTION YEAR 2 NKAK 17-1100

BID SCHEDULE
IDIQ CIVIL WORKS
OPTION YEAR 2
ALL LINE ITEMS MUST BE FILLED IN TO BE CONSIDERED RESPONSIVE
ITEM	SUPPLIES/SERVICES	PRIMARY SPEC	PRIMARY DRAWING	EST QTY	UNIT	UNIT PRICE	AMOUNT
2000	FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL WORK AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 17-1100
2001	GIS AND AS-BUILT	01 11 00 & 01 33 00	-	15	ACRE		$0.00
2002	ROCK REMOVAL	01 50 00	-	100	CY		$0.00
2003	ADEQ NOTICE OF INTENT PERMIT FEE	01 57 23	-	10	EA		$0.00
2004	STORMWATER POLLUTION PREVENTION PLAN INCLUDING EROSION CONTROL PLAN	01 57 23	-	10	EA		$0.00
2005	CURB INLET FILTER	01 57 23	-	15	EA		$0.00
2006	SILT FENCE BARRIER	01 57 23	G1	3000	LF		$0.00
2007	CONSTRUCTION EXIT	01 57 23	G1	5	EA		$0.00
2008	STRAW BALE BARRIER	01 57 23	G1 & G2	200	LF		$0.00
2009	COARSE ROCK DITCH CHECK	01 57 23	G2	100	CY		$0.00
2010	ASPHALT REMOVAL	02 60 00	-	1000	CY		$0.00
2011	CONCRETE REMOVAL	02 60 00	-	1500	CY		$0.00
2012	FORMWORK	03 11 14	-	1000	SF		$0.00
2013	REINFORCEMENT	03 20 01	-	500	LB		$0.00
2014	3,500 PSI CAST-IN-PLACE CONCRETE	03 31 00	-	500	CY		$0.00
2015	100 - 200 PSI CAST-IN-PLACE CONCRETE (EXCAVATABLE CONCRETE)	03 31 00	-	50	CY		$0.00
2016	BRICK	04 21 13	G3, G4, G5, G6	20	SF		$0.00
2017	BRICK SAMPLE WALL	04 21 13	G3, G4, G5, G6	2	EA		$0.00
2018	CAST STONE	04 71 10	G3, G4, G5, G6	500	SF		$0.00
2019	3/4" GALVANIZED STEEL CABLE (INCLUDES TURNBUCKLES, U-BOLTS, CLAMPS AND ALL NECESSARY HARDWARE)	05 50 13	G4, G5, G6	100	LF		$0.00
2020	STEEL PLATE CABLE SUPPORT	05 50 13	G4, G5, G6	5	EA		$0.00
2021	MISC METAL(INCLUDES POSTS AND ANGLES FOR AT/FP WALLS)	05 50 13	G4, G5, G6	500	LB		$0.00
2022	REMOVE/REINSTALL METAL ENCLOSURE	05 50 90	G3	500	LF		$0.00
2023	SUPPLEMENTAL CONSTRUCTION DRAWINGS	17 00 00	G3	10	EA		$0.00
2024	10' WIDE X 8' HIGH GATE FOR BRICK ENCLOSURE (INCLUDES POSTS AND ALL NECESSARY HARDWARE)	05 50 90	G3	2	EA		$0.00
2025	METAL SCREEN WALL (INCLUDES POSTS AND ALL NECESSARY HARDWARE)	05 50 90	G4, G5, G6	50	LF		$0.00
2026	ABA HANDRAIL	05 52 13	C2	200	LF		$0.00
2027	DEMOLITION OF WOOD OR METAL POLE WITH LIGHT FIXTURES.	26 00 00	-	5	EA		$0.00
2028	DEMOLITION OF AERIAL SERVICE CABLE PER SPAN.	26 00 00	-	5	EA		$0.00
2029	REINSTALL OR ROTATE EXISTING GOVERNMENT FURNISHED POLE AND FIXTURE ON EXISTING CONCRETE BASE	26 00 00	-	5	EA		$0.00
2030	REINSTALL EXISTING OR GOVERNMENT FURNISHED POLE AND FIXTURE ON NEW CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD.	26 00 00	E1	5	EA		$0.00
2031	AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O)	26 00 00	E1	5	EA		$0.00
2032	AREA LIGHT ASSEMBLY: 150-400 WATT HID FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.)	26 00 00	E1	10	EA		$0.00
2033	ADDITIONAL 150-400 WATT HID FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY	26 00 00	E1	2	EA		$0.00
2034	AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (1 TO 4 LIGHT POLES PER D.O)	26 00 00	E1	5	EA		$0.00
2035	AREA LIGHT ASSEMBLY: 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE ON 30 FOOT SQUARE POLE (COLOR: DARK BRONZE) WITH CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD. (5 OR MORE LIGHT POLES PER D.O.)	26 00 00	E1	10	EA		$0.00
2036	ADDITIONAL 150-400 WATT EQUIVALENT MONGOOSE LED ROADWAY LIGHTING FIXTURE INSTALLED WITH A NEW AREA LIGHT ASSEMBLY	26 00 00	E1	2	EA		$0.00
2037	UNDERGROUND FEEDER ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT, 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL	26 00 00	E1	800	LF		$0.00
2038	TRANSFORMER FEEDER LIGHTING CONTROL ASSEMBLY: 1" RIGID GALVINIZED STEEL CONDUIT FROM ENTERGY ARKANSAS INC PROVIDED TRANSFORMER TO NEMA 3R ENCLOSURE CONTAINING A CIRCUIT BREAKER, PHOTOCELL, ASTRONOMICAL TIME CLOCK AND PANEL MOUNTED HAND-OFF-AUTO CONTROLS, A 10' GROUND ROD CONNECTED TO THE GROUNDING BUS IN THE ENCLOSURE, CONDUIT CONTINUING TO THE LIGHTING LOADS; 2#8 WITH GROUND CONDUCTORS 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL; 6" THICK CONCRETE BASE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL)	26 00 00	E1	5	EA		$0.00
2039	AERIAL FEEDER LIGHT CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM OVERHEAD FEEDER IN 1" RIGID GALVINIZED STEEL CONDUIT WITH WEATHERHEAD; 30 AMP FUSED DISCONNECT: 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVINIZED STEEL TO 2' BELOW GRADE (ALL ABOVE GRADE EXPOSED MEMBERS OF THE ASSEMBLY TO HAVE TWO COATS SHERWIN WILLIAMS BRONZE TONE EXTERIOR PAINT SUITABLE FOR THE MATERIAL)	26 00 00	E1	5	EA		$0.00
2040	#8 TRIPLEX	26 00 00	-	5	CLF		$0.00
2041	BUILDING FEEDER LIGHTING CONTROL ASSEMBLY: WHICH INCLUDES: 2#8 WITH GROUND CONDUCTORS FROM BUILDING FEEDER IN 1"RIGID GALVANIZED STEEL CONDUIT (DOES NOT INCLUDE CONDUIT AND CONDUCTORS INSIDE BUILDING); 24 HOUR TIMER WITH 16 HOUR BATTERY BACKUP; 20-30 AMP 2-POLE BREAKER IN EXISTING PANEL PHOTOCELL; AND 2#8 WITH GROUND CONDUCTORS IN 1" RIGID GALVANIZED STEEL TO 2' BELOW GRADE	26 00 00	E1	5	EA		$0.00
2042	INTERIOR FEEDER ASSEMBLY: 1" EMT AND 2#8 WITH GROUND CONDUCTORS INSIDE BUILDING INCLUDING REMOVING AND REINSTALLING CEILING TILES	26 00 00	-	50	LF		$0.00
2043	ADDITIONAL #8 IN FEEDER CONDUIT INSTALLED UNDER DIFFERENT LINE ITEM.	26 00 00	-	50	CLF		$0.00
2044	EMPTY 1" RIGID GALVINIZED STEEL CONDUIT, 24" BELOW GRADE INCLUDING UTILITY TRENCH AND BACKFILL	26 00 00	-	50	LF		$0.00
2045	AREA LIGHT ASSEMBLY: PRINCETON ALUMINUM POLE (PSA 12 S4J 18 P07 ABG BZ) UTILITY WASHINGTON POSTLITE FIXTURE FULL COTOFF LED (WFL 070 5KAS Z L5 S H PCS), CONCRETE BASE, 2#8 WITH GROUND CONDUCTORS FROM LIGHT TO BASE AND GROUND ROD.	26 50 00	E2	5	EA		$0.00
2046	EXCAVATION TO GRADE	31 00 00	-	5000	CY		$0.00
2047	FILL MATERIAL	31 00 00	-	100	CY		$0.00
2048	CLEARING AND GRUBBING	31 00 00	-	1000	SY		$0.00
2049	SELECTIVE CUTTING 6"-12” DIA. TREES	31 00 00	-	4	EA		$0.00
2050	SELECTIVE CUTTING 12”-18” DIA. TREES	31 00 00	-	4	EA		$0.00
2051	SELECTIVE CUTTING 18”-24” DIA. TREES	31 00 00	-	4	EA		$0.00
2052	TOPSOIL	31 00 00	-	1000	CY		$0.00
2053	TRANSPLANTING TREES ON SITE, UP TO 8" DIA.	31 00 00	C3	4	EA		$0.00
2054	REFLECTIVE CRACK PAVEMENT MEMBRANE	32 01 17.63	-	500	LF		$0.00
2055	JOINT CLEANING AND SEALING	32 01 19	-	100	LF		$0.00
2056	HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR	32 01 20	-	100	LF		$0.00
2057	BITUMINOUS REJUVENATOR INCLUDES SURFACE PREPARATION	32 01 22	-	100	GAL		$0.00
2058	HYDROSEEDING	32 05 33 & 32 92 20	-	1000	SY		$0.00
2059	SODDING	32 05 33 & 32 92 23	-	1000	SY		$0.00
2060	SILVERBERRY, 5 GAL. (Elaeagnus pungens)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2061	CRAPE-MYRTLE, 5 GAL. (Lagerstroemia indica)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2062	JAPANESE BARBERRY, 9"-12" (Berberis thunbergi)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2063	MOUNTAIN LAUREL, 15"-18" (Kalmia latifolia)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2064	GREEN ASH 8' TALL, 1 1/2" CALIPER (Fraxinus pennslyvanica)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2065	SUGAR MAPLE 8' TALL, 1 1/2" CLPR (Acer saccharum)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2066	BRADFORD PEAR 8' TALL, 1 1/2" CLPR (Pyrus calleryana)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2067	RIVER BIRCH 8' TALL, 1 1/2" CALIPER (Betula nigra)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2068	WILLOW OAK 8' TALL, 1 1/2" CALIPER (Quercus Phellos)	32 05 33 & 32 93 01	C3	4	EA		$0.00
2069	BITUMINOUS PRIME COAT	32 12 10	-	500	GAL		$0.00
2070	BITUMINOUS TACK COAT	32 12 10	-	500	GAL		$0.00
2071	W-SECTION STEEL BOLLARD ONLY FROM TYPE "D" REMOVABLE BOLLARD	32 17 13	C4	2	EA		$0.00
2072	TYPE "D" REMOVABLE BOLLARD	32 17 13	C4	2	EA		$0.00
2073	TYPE "A" FIXED BOLLARD	32 17 13	C4	2	EA		$0.00
2074	TYPE "B" LIGHTED BOLLARD (INCLUDES CONDUIT)	32 17 13	C5	2	EA		$0.00
2075	TYPE "C" LIGHTED BOLLARD (INCLUDES CONDUIT)	32 17 13	C5	2	EA		$0.00
2076	CAST IN PLACE DETECTABLE WARNING SURFACE TILES	32 17 26	-	200	SF		$0.00
2077	RETROFIT DETECTABLE WARNING SURFACE TILES	32 17 26.10	-	200	SF		$0.00
2078	LOWER UTILITY LINES	33 31 00	-	100	LF		$0.00
2079	EXISTING TIRESTOP	33 31 00	-	10	EA		$0.00
2080	CONCRETE FLUME	33 31 00	C2	1000	SF		$0.00
2081	NEW TIRESTOP	33 31 00	C2	10	EA		$0.00
2082	RAISE/LOWER VALVES TO FINISHED GRADE	33 31 00	-	5	EA		$0.00
2083	RELOCATE METER/HYDRANT	33 31 00	-	5	EA		$0.00
2084	ROADWAY STONE BACKFILL (UNDERCUT)	207	-	2500	CY		$0.00
2085	ROADWAY GOVERNMENT PROVIDED STONE BACKFILL (UNDERCUT)	207	-	1500	CY		$0.00
2086	6" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
2087	12" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
2088	18" LIMESTONE BACKFILL RIP RAP INCLUDES HAULING, PLACING, AND COMPACTING TO GRADE.	207	-	100	CY		$0.00
2089	SUBGRADE PREPARATION	214	-	14000	SY		$0.00
2090	GOVERNMENT PROVIDED BASE MATERIAL	303	-	100	CY		$0.00
2091	AHTD CLASS 7 AGGREGATE BASE COURSE	303	-	9100	CY		$0.00
2092	RECONSTRUCT EXISTING BASE COURSE	305	-	650	SY		$0.00
2093	ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (LESS THAN 200 TONS PER D.O.)	406	-	1400	TON		$0.00
2094	ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (LESS THAN 200 TONS PER D.O.)	406	-	500	TON		$0.00
2095	ASPHALT HOT MIX BINDER COURSE (1") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	406	-	1400	TON		$0.00
2096	ASPHALT HOT MIX BINDER COURSE (1") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	406	-	500	TON		$0.00
2097	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (LESS THAN 200 TONS PER D.O.)	407	-	1400	TON		$0.00
2098	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (LESS THAN 200 TONS PER D.O.)	407	-	500	TON		$0.00
2099	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (LESS THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
2100	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (LESS THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
2101	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	407	-	1000	TON		$0.00
2102	ASPHALT HOT MIX SURFACE COURSE (1/2") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	407	-	1000	TON		$0.00
2103	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 64-22 (GREATER THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
2104	ASPHALT HOT MIX SURFACE COURSE (3/8") PG 70-22 (GREATER THAN 200 TONS PER D.O.)	407	-	200	TON		$0.00
2105	COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5" INCLUDES REMOVAL AND DISPOSAL OFF BASE	412	-	1000	SY		$0.00
2106	COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES REMOVAL AND DISPOSAL OFF BASE	412	-	200	SY		$0.00
2107	COLD MILLING ASPHALT PAVEMENTS, UP TO 2.5", INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY	412	-	30000	SY		$0.00
2108	COLD MILLING ASPHALT PAVEMENTS, FOR EACH ADDITIONAL 2" INCHES IN A COLD MILLING LIFT, INCLUDES PLACING AT A STOCKPILE LOCATION ON BASE TO REMAIN GOVERNMENT PROPERTY	412	-	500	SY		$0.00
2109	CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
2110	REMOVAL OF PERMANENT PAVEMENT MARKINGS	604	-	100	LF		$0.00
2111	REMOVAL OF PERMANENT PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
2112	REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS	604	-	100	LF		$0.00
2113	REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS (WORDS, ARROWS, EMBLEMS)	604	-	20	EA		$0.00
2114	REMOVABLE CONSTRUCTION PAVEMENT MARKINGS	604	-	100	LF		$0.00
2115	CONSTRUCTION PAVEMENT MARKINGS	604	PM-1	100	LF		$0.00
2116	CONSTRUCTION SIGN	604	TC-1-3	400	SF		$0.00
2117	VERTICAL PANELS	604	TC3	100	EA		$0.00
2118	TRAFFIC DRUMS	604	TC3	5	EA		$0.00
2119	TYPE III BARRICADES	604	TC3	60	LF		$0.00
2120	NATIVE MATERIAL EXCAVATION AND PIPE BACKFILL	606	-	500	CY		$0.00
2121	12” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
2122	18” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
2123	24” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
2124	30” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
2125	36” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
2126	42” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00
2127	48” FLARED END SECTION FOR PIPE CUVLERTS INCLUDES CURTAIN WALL	606	FES-1-2	6	EA		$0.00

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 Nov 14, 2017.