Attachment_9_-_Bid_Schedule.xlsx

XLSX spreadsheet 45 KB Posted Nov 2, 2015

Attached to: Air Field Paving IDIQ Federal contract opportunity
Solicitation number: FA4608-16-R-0001
Issued by: Department of the Air Force Global Strike Command

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Bid Schedule Attch 9

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File	Type	Posted
Sign_in_Sheet.pdf	PDF	Dec 3, 2015
FA4608-16-R-0001-0001_-_Amendment_1_(1).pdf	PDF	Dec 1, 2015
FA4608-16-R-0001_-_RFP.pdf	PDF	Nov 2, 2015
Attachment_7_-_Past_Performance_Questionnaire.pdf	PDF	Nov 2, 2015
Attachment_6-Wage_Determination.pdf	PDF	Nov 2, 2015
Attachment_3_-_AF66.pdf	PDF	Nov 2, 2015
Attachment_4_-_Insurance.pdf	PDF	Nov 2, 2015
Attachment_1_-_SOW Specifications.pdf	PDF	Nov 2, 2015
Attachment_10_Special_Contract_Requirements.pdf	PDF	Nov 2, 2015
Attachment_2_-_Environmental_Req'ts_(Oct_14).pdf	PDF	Nov 2, 2015
Attachment_8_-_PPQ_Cover_Letter.pdf	PDF	Nov 2, 2015
Attachment_5_-_Storm_Water.pdf	PDF	Nov 2, 2015

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BASE YEAR

		PAVEMENTS REQUIREMENTS CONTRACT
		AWUB 14-9001
		BASE YEAR
ITEM	NOTE: See last page of Bid Schedule	DESCRIPTION	EST. QTY.	UNIT	PRICE Base Year	TOTAL PRICE

		PAVEMENT LINE ITEMS (PCC)
1001	A, B	PCC PAVEMENT REMOVAL (T<12")	125,000	SY-IN
1002	A, B	PCC PAVEMENT REMOVAL (T>12")	125,000	SY-IN
1003	N	650 FLEXURAL STRENGTH CONCRETE	15,000	CY
1004	M	1.5 LBS FIBERS\CY ADDED TO CONCRETE	22500	LBS

		AIRFIELD CONCRETE REPAIRS
1005	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 7 days)	300	CY
1006	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 3 Days)	600	CY
1007	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 28 Days)	1000	CY
1008	I	CONCRETE FORMS - PER SQ FT OF CONTACT AREA (SFCA)	2,000	SFCA
1009	E	PROVIDE & INSTALL 1-1/2" DIA SMOOTH DOWELS - 24" LONG, DRILL & EPOXY	1500	EA
1010		10" DOWEL BASKET ASSEMBLIES, 15" O.C., 1" DIA X 24"LONG	2500	LF
1011		GROUND TIE DOWNS	50	EA

		AIRFIELD HOTMIX ASPHALT REPAIRS
1012	C	FURNISH AND INSTALL AC MIX, AIRFIELD GRADE, WITH PG64-22 ASPHALT BINDER	30,000	SY-IN
1013		USING PG70-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
1014		USING PG76-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
1015		MORE THAN ONE MOBILIZATION	5	EA
1016		USE OF PRIME COAT	50,000	SY

		JOINT SEALING
1017	P	JOINT RESEALING (JFR)	5,000	LF
1018	P	JOINT RESEALING (NON JFR)	100,000	LF
1019		CRACK ROUTING/SEALING (PCC)	2,000	LF
1020	O	DOW CORNING 888, OR EQUAL, JOINT SEALANT	50,000	LF
1021		NR-300 JOINT SEALANT OR EQUIVALENT FOR RUNWAY TOUCHDOWN AREAS	20,000	LF
1022		SAW CUT RESERVIOR IN CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2" - 5/8" W X 1" - 1-5/8" D	20,000	LF
1023		PROVIDE & INSTALL BACKER ROD, 5/8"DIA.	20,000	LF
1024		PROVIDE & INSTALL JOINT SEALANT (NON JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	20,000	LF
1025		PROVIDE & INSTALL JOINT SEALANT (JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	5,000	LF
1026		PROVIDE & INSTALL EXPANSION JOINT, 1/2" CLOSED CELL POLYSTYRENE	1,500	SF
1027		PROVIDE & INSTALL EXPANSION JOINT, 1" CLOSED CELL POLYSTYRENE	500	SF
1028		DOWEL BAR CAPS FOR EXPANSION JOINT PURPOSES FOR DOWEL BARS 1/2" TO 2" DIA	500	EA
1029		CRACK SEALING	1,000	LF

		PAINT/RUBBER REMOVAL
1030	D	PARTIAL PAINT REMOVAL	50,000	SF
1031		COMPLETE PAINT REMOVAL	500,000	SF
1032		RUBBER REMOVAL - HIGHPRESS BLAST	500,000	SF
1033		SWEEPER/VACUUM TRUCK - TYMCO 600 HSP MACHINE OR EQUIVALENT	1000	HR

	PAVEMENT MARKINGS
1034	REFLECTORIZED PAINT (WIDTH = 6")	500,000	LF
1035	REFLECTORIZED PAINT WITH W/TYPE I BEADS	36,000	SF
1036	REFLECTORIZED PAINT WITH TYPE III BEADS	100,000	SF
1037	NON-REFLECTORIZED PAINT (WIDTH = 6")	30,000	LF
1038	NON-REFLECTORIZED PAINT	50,000	SF
1039	LAYOUT OF NEW PAVEMENT MARKINGS	150,000	LF
1040	RESTRICTED AREA SIGN, NON-REFLECTORIZED, SEE DETAILS 10.1	205	EA

	SAWCUTTING PAVEMENT
1041	SAWCUTTING ASPHALT TO 4"	5000	LF
1042	SAWCUTTING ASPHALT	15000	LF-IN
1043	SAWCUTTING CONCRETE	15,000	LF-IN

	PAVEMENT LINE ITEMS (ACC)
1044	SLURRY SEAL, TYPE A, FRICTION II	5,000	SY
1045	PRIME COAT	300,000	SF

		PAVEMENT MILLING/PROFILING
1046	H	ASPHALT MILLING/PROFILING UP TO 2 INCH DEPTH	10,000	SY
1047	H	ASPHALT MILLING/PROFILING UP TO 3 INCH DEPTH	10,000	SY
1048	H	ASPHALT MILLING/PROFILING UP TO 4 INCH DEPTH	10,000	SY
1049	H	ASPHALT MILLING/PROFILING UP TO 5 INCH DEPTH	5,000	SY
1050	H	ASPHALT MILLING/PROFILING UP TO 6 INCH DEPTH	5,000	SY

	EARTHWORK
1051	GENERAL EXCAVATION, INCLUDES HAULING, LOADING & DISPOSING	5,000	CY
1052	LOAD/HAUL/DUMP MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS IN DUMP TRUCK	5,000	CY
1053	SPREAD DUMPED MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS), NO COMPACTION	5,000	CY
1054	FINE GRADE, W/ GRADER, SUBGRADE,SUBBASE OR BASE COURSE MATERIAL	25,000	SY
1055	COMPACT AND TEST BASE COURSE, SUBBASE OR SUB-GRADE ; PER 6" LIFT	50,000	SY
1056	PROVIDE SUB-GRADE FILL MATERIAL; INCLUDES DELIVERY & SPREADING	10000	CY

	STABILIZATION
1057	PROVIDE & INSTALL NONWOVEN, GEOTEXTILE OVERLAY FABRIC PRIOR TO APPLYING AN ASPHALT OVERLAY, AMOCO 4599 OR EQUAL, >=4,000 SY	20,000	SY
1058	PROVIDE & INSTALL WOVEN GEOTEXTILE FABRIC, AMOCO 2000 OR EQUAL	20,000	SY

		BASE WORK
1059		FLOWABLE FILL - SAND, 200 LBS PORTLAND CEMENT & 200 LBS FLY ASH	400	CY
1060	K	REMOVE, REPLACE, & COMPACT BASE MATERIAL, 12" DEPTH	10,000	SY
1061	K	PROVIDE 12" GRADED, CRUSHED AGGREGATE BASE COURSE MATERIAL	10,000	SY

	BARRICADE & SIGN RENTAL
1062	48 INCH LIGHT POST	120	DAY /POST

	ADDITIONAL LINE ITEMS
1063	CONCRETE CRUSHING (SEE STATEMENT OF WORK)	%	25	NO AMOUNT REQUIRED
	TOTAL BASE YEAR		TOTAL

FA4608-16-R-0001

Airfield Paving IDIQ Bid Schedule - Base Year Attachment 9

Option Yr 1

ITEM NOTE: See last page of Bid Schedule DESCRIPTION EST. QTY. UNIT PRICE 1ST OPTION YEAR TOTAL PRICE

		PAVEMENT LINE ITEMS (PCC)
2001	A, B	PCC PAVEMENT REMOVAL (T<12")	125,000	SY-IN
2002	A, B	PCC PAVEMENT REMOVAL (T>12")	125,000	SY-IN
2003	N	650 FLEXURAL STRENGTH CONCRETE	15,000	CY
2004	M	1.5 LBS FIBERS\CY ADDED TO CONCRETE	22500	LBS

		AIRFIELD CONCRETE REPAIRS
2005	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 7 days)	300	CY
2006	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 3 Days)	600	CY
2007	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 28 Days)	1000	CY
2008	I	CONCRETE FORMS - PER SQ FT OF CONTACT AREA (SFCA)	2,000	SFCA
2009	E	PROVIDE & INSTALL 1-1/2" DIA SMOOTH DOWELS - 24" LONG, DRILL & EPOXY	1500	EA
2010		10" DOWEL BASKET ASSEMBLIES, 15" O.C., 1" DIA X 24"LONG	2500	LF
2011		GROUND TIE DOWNS	50	EA

		AIRFIELD HOTMIX ASPHALT REPAIRS
2012	C	FURNISH AND INSTALL AC MIX, AIRFIELD GRADE, WITH PG64-22 ASPHALT BINDER	30,000	SY-IN
2013		USING PG70-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
2014		USING PG76-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
2015		MORE THAN ONE MOBILIZATION	5	EA
2016		USE OF PRIME COAT	50,000	SY

		JOINT SEALING
2017	P	JOINT RESEALING (JFR)	5,000	LF
2018	P	JOINT RESEALING (NON JFR)	100,000	LF
2019		CRACK ROUTING/SEALING (PCC)	2,000	LF
2020	O	DOW CORNING 888, OR EQUAL, JOINT SEALANT	50,000	LF
2021		NR-300 JOINT SEALANT OR EQUIVALENT FOR RUNWAY TOUCHDOWN AREAS	20,000	LF
2022		SAW CUT RESERVIOR IN CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2" - 5/8" W X 1" - 1-5/8" D	20,000	LF
2023		PROVIDE & INSTALL BACKER ROD, 5/8"DIA.	20,000	LF
2024		PROVIDE & INSTALL JOINT SEALANT (NON JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	20,000	LF
2025		PROVIDE & INSTALL JOINT SEALANT (JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	5,000	LF
2026		PROVIDE & INSTALL EXPANSION JOINT, 1/2" CLOSED CELL POLYSTYRENE	1,500	SF
2027		PROVIDE & INSTALL EXPANSION JOINT, 1" CLOSED CELL POLYSTYRENE	500	SF
2028		DOWEL BAR CAPS FOR EXPANSION JOINT PURPOSES FOR DOWEL BARS 1/2" TO 2" DIA	500	EA
2029		CRACK SEALING	1,000	LF

		PAINT/RUBBER REMOVAL
2030	D	PARTIAL PAINT REMOVAL	50,000	SF
2031		COMPLETE PAINT REMOVAL	500,000	SF
2032		RUBBER REMOVAL - HIGHPRESS BLAST	500,000	SF
2033		SWEEPER/VACUUM TRUCK - TYMCO 600 HSP MACHINE OR EQUIVALENT	1000	HR

	PAVEMENT MARKINGS
2034	REFLECTORIZED PAINT (WIDTH = 6")	500,000	LF
2035	REFLECTORIZED PAINT WITH W/TYPE I BEADS	36,000	SF
2036	REFLECTORIZED PAINT WITH TYPE III BEADS	100,000	SF
2037	NON-REFLECTORIZED PAINT (WIDTH = 6")	30,000	LF
2038	NON-REFLECTORIZED PAINT	50,000	SF
2039	LAYOUT OF NEW PAVEMENT MARKINGS	150,000	LF
2040	RESTRICTED AREA SIGN, NON-REFLECTORIZED, SEE DETAILS 10.1	205	EA

	SAWCUTTING PAVEMENT
2041	SAWCUTTING ASPHALT TO 4"	5000	LF
2042	SAWCUTTING ASPHALT	15000	LF-IN
2043	SAWCUTTING CONCRETE	15,000	LF-IN

	PAVEMENT LINE ITEMS (ACC)
2044	SLURRY SEAL, TYPE A, FRICTION II	5,000	SY
2045	PRIME COAT	300,000	SF

		PAVEMENT MILLING/PROFILING
2046	H	ASPHALT MILLING/PROFILING UP TO 2 INCH DEPTH	10,000	SY
2047	H	ASPHALT MILLING/PROFILING UP TO 3 INCH DEPTH	10,000	SY
2048	H	ASPHALT MILLING/PROFILING UP TO 4 INCH DEPTH	10,000	SY
2049	H	ASPHALT MILLING/PROFILING UP TO 5 INCH DEPTH	5,000	SY
2050	H	ASPHALT MILLING/PROFILING UP TO 6 INCH DEPTH	5,000	SY

	EARTHWORK
2051	GENERAL EXCAVATION, INCLUDES HAULING, LOADING & DISPOSING	5,000	CY
2052	LOAD/HAUL/DUMP MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS IN DUMP TRUCK	5,000	CY
2053	SPREAD DUMPED MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS), NO COMPACTION	5,000	CY
2054	FINE GRADE, W/ GRADER, SUBGRADE,SUBBASE OR BASE COURSE MATERIAL	25,000	SY
2055	COMPACT AND TEST BASE COURSE, SUBBASE OR SUB-GRADE ; PER 6" LIFT	50,000	SY
2056	PROVIDE SUB-GRADE FILL MATERIAL; INCLUDES DELIVERY & SPREADING	10000	CY

	STABILIZATION
2057	PROVIDE & INSTALL NONWOVEN, GEOTEXTILE OVERLAY FABRIC PRIOR TO APPLYING AN ASPHALT OVERLAY, AMOCO 4599 OR EQUAL, >=4,000 SY	20,000	SY
2058	PROVIDE & INSTALL WOVEN GEOTEXTILE FABRIC, AMOCO 2000 OR EQUAL	20,000	SY

		BASE WORK
2059		FLOWABLE FILL - SAND, 200 LBS PORTLAND CEMENT & 200 LBS FLY ASH	400	CY
2060	K	REMOVE, REPLACE, & COMPACT BASE MATERIAL, 12" DEPTH	10,000	SY
2061	K	PROVIDE 12" GRADED, CRUSHED AGGREGATE BASE COURSE MATERIAL	10,000	SY

	BARRICADE & SIGN RENTAL
2062	48 INCH LIGHT POST	120	DAY /POST

	ADDITIONAL LINE ITEMS
2063	CONCRETE CRUSHING (SEE STATEMENT OF WORK)	%	25	NO AMOUNT REQUIRED
	TOTAL OPTION YEAR 1		TOTAL

Bid Schedule - Option Year 1 Attachment 9

Option Yr 2

ITEM NOTE: See last page of Bid Schedule DESCRIPTION EST. QTY. UNIT PRICE 2D OPTION YEAR TOTAL PRICE

		PAVEMENT LINE ITEMS (PCC)
3001	A, B	PCC PAVEMENT REMOVAL (T<12")	125,000	SY-IN
3002	A, B	PCC PAVEMENT REMOVAL (T>12")	125,000	SY-IN
3003	N	650 FLEXURAL STRENGTH CONCRETE	15,000	CY
3004	M	1.5 LBS FIBERS\CY ADDED TO CONCRETE	22500	LBS

		AIRFIELD CONCRETE REPAIRS
3005	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 7 days)	300	CY
3006	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 3 Days)	600	CY
3007	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 28 Days)	1000	CY
3008	I	CONCRETE FORMS - PER SQ FT OF CONTACT AREA (SFCA)	2,000	SFCA
3009	E	PROVIDE & INSTALL 1-1/2" DIA SMOOTH DOWELS - 24" LONG, DRILL & EPOXY	1500	EA
3010		10" DOWEL BASKET ASSEMBLIES, 15" O.C., 1" DIA X 24"LONG	2500	LF
3011		GROUND TIE DOWNS	50	EA

		AIRFIELD HOTMIX ASPHALT REPAIRS
3012	C	FURNISH AND INSTALL AC MIX, AIRFIELD GRADE, WITH PG64-22 ASPHALT BINDER	30,000	SY-IN
3013		USING PG70-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
3014		USING PG76-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
3015		MORE THAN ONE MOBILIZATION	5	EA
3016		USE OF PRIME COAT	50,000	SY

		JOINT SEALING
3017	P	JOINT RESEALING (JFR)	5,000	LF
3018	P	JOINT RESEALING (NON JFR)	100,000	LF
3019		CRACK ROUTING/SEALING (PCC)	2,000	LF
3020	O	DOW CORNING 888, OR EQUAL, JOINT SEALANT	50,000	LF
3021		NR-300 JOINT SEALANT OR EQUIVALENT FOR RUNWAY TOUCHDOWN AREAS	20,000	LF
3022		SAW CUT RESERVIOR IN CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2" - 5/8" W X 1" - 1-5/8" D	20,000	LF
3023		PROVIDE & INSTALL BACKER ROD, 5/8"DIA.	20,000	LF
3024		PROVIDE & INSTALL JOINT SEALANT (NON JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	20,000	LF
3025		PROVIDE & INSTALL JOINT SEALANT (JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	5,000	LF
3026		PROVIDE & INSTALL EXPANSION JOINT, 1/2" CLOSED CELL POLYSTYRENE	1,500	SF
3027		PROVIDE & INSTALL EXPANSION JOINT, 1" CLOSED CELL POLYSTYRENE	500	SF
3028		DOWEL BAR CAPS FOR EXPANSION JOINT PURPOSES FOR DOWEL BARS 1/2" TO 2" DIA	500	EA
3029		CRACK SEALING	1,000	LF

		PAINT/RUBBER REMOVAL
3030	D	PARTIAL PAINT REMOVAL	50,000	SF
3031		COMPLETE PAINT REMOVAL	500,000	SF
3032		RUBBER REMOVAL - HIGHPRESS BLAST	500,000	SF
3033		SWEEPER/VACUUM TRUCK - TYMCO 600 HSP MACHINE OR EQUIVALENT	1000	HR

	PAVEMENT MARKINGS
3034	REFLECTORIZED PAINT (WIDTH = 6")	500,000	LF
3035	REFLECTORIZED PAINT WITH W/TYPE I BEADS	36,000	SF
3036	REFLECTORIZED PAINT WITH TYPE III BEADS	100,000	SF
3037	NON-REFLECTORIZED PAINT (WIDTH = 6")	30,000	LF
3038	NON-REFLECTORIZED PAINT	50,000	SF
3039	LAYOUT OF NEW PAVEMENT MARKINGS	150,000	LF
3040	RESTRICTED AREA SIGN, NON-REFLECTORIZED, SEE DETAILS 10.1	205	EA

	SAWCUTTING PAVEMENT
3041	SAWCUTTING ASPHALT TO 4"	5000	LF
3042	SAWCUTTING ASPHALT	15000	LF-IN
3043	SAWCUTTING CONCRETE	15,000	LF-IN

	PAVEMENT LINE ITEMS (ACC)
3044	SLURRY SEAL, TYPE A, FRICTION II	5,000	SY
3045	PRIME COAT	300,000	SF

		PAVEMENT MILLING/PROFILING
3046	H	ASPHALT MILLING/PROFILING UP TO 2 INCH DEPTH	10,000	SY
3047	H	ASPHALT MILLING/PROFILING UP TO 3 INCH DEPTH	10,000	SY
3048	H	ASPHALT MILLING/PROFILING UP TO 4 INCH DEPTH	10,000	SY
3049	H	ASPHALT MILLING/PROFILING UP TO 5 INCH DEPTH	5,000	SY
3050	H	ASPHALT MILLING/PROFILING UP TO 6 INCH DEPTH	5,000	SY

	EARTHWORK
3051	GENERAL EXCAVATION, INCLUDES HAULING, LOADING & DISPOSING	5,000	CY
3052	LOAD/HAUL/DUMP MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS IN DUMP TRUCK	5,000	CY
3053	SPREAD DUMPED MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS), NO COMPACTION	5,000	CY
3054	FINE GRADE, W/ GRADER, SUBGRADE,SUBBASE OR BASE COURSE MATERIAL	25,000	SY
3055	COMPACT AND TEST BASE COURSE, SUBBASE OR SUB-GRADE ; PER 6" LIFT	50,000	SY
3056	PROVIDE SUB-GRADE FILL MATERIAL; INCLUDES DELIVERY & SPREADING	10000	CY

	STABILIZATION
3057	PROVIDE & INSTALL NONWOVEN, GEOTEXTILE OVERLAY FABRIC PRIOR TO APPLYING AN ASPHALT OVERLAY, AMOCO 4599 OR EQUAL, >=4,000 SY	20,000	SY
3058	PROVIDE & INSTALL WOVEN GEOTEXTILE FABRIC, AMOCO 2000 OR EQUAL	20,000	SY

		BASE WORK
3059		FLOWABLE FILL - SAND, 200 LBS PORTLAND CEMENT & 200 LBS FLY ASH	400	CY
3060	K	REMOVE, REPLACE, & COMPACT BASE MATERIAL, 12" DEPTH	10,000	SY
3061	K	PROVIDE 12" GRADED, CRUSHED AGGREGATE BASE COURSE MATERIAL	10,000	SY

	BARRICADE & SIGN RENTAL
3062	48 INCH LIGHT POST	120	DAY /POST

	ADDITIONAL LINE ITEMS
3063	CONCRETE CRUSHING (SEE STATEMENT OF WORK)	%	25	NO AMOUNT REQUIRED
	TOTAL OPTION YEAR 2		TOTAL

FA4608-16-R-0001

Bid Schedule - Option Year 2 Attachment 9

Option Yr 3

ITEM NOTE: See last page of Bid Schedule DESCRIPTION EST. QTY. UNIT PRICE 3RD OPTION YEAR TOTAL PRICE

		PAVEMENT LINE ITEMS (PCC)
4001	A, B	PCC PAVEMENT REMOVAL (T<12")	125,000	SY-IN
4002	A, B	PCC PAVEMENT REMOVAL (T>12")	125,000	SY-IN
4003	N	650 FLEXURAL STRENGTH CONCRETE	15,000	CY
4004	M	1.5 LBS FIBERS\CY ADDED TO CONCRETE	22500	LBS

		AIRFIELD CONCRETE REPAIRS
4005	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 7 days)	300	CY
4006	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 3 Days)	600	CY
4007	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 28 Days)	1000	CY
4008	I	CONCRETE FORMS - PER SQ FT OF CONTACT AREA (SFCA)	2,000	SFCA
4009	E	PROVIDE & INSTALL 1-1/2" DIA SMOOTH DOWELS - 24" LONG, DRILL & EPOXY	1500	EA
4010		10" DOWEL BASKET ASSEMBLIES, 15" O.C., 1" DIA X 24"LONG	2500	LF
4011		GROUND TIE DOWNS	50	EA

		AIRFIELD HOTMIX ASPHALT REPAIRS
4012	C	FURNISH AND INSTALL AC MIX, AIRFIELD GRADE, WITH PG64-22 ASPHALT BINDER	30,000	SY-IN
4013		USING PG70-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
4014		USING PG76-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
4015		MORE THAN ONE MOBILIZATION	5	EA
4016		USE OF PRIME COAT	50,000	SY

		JOINT SEALING
4017	P	JOINT RESEALING (JFR)	5,000	LF
4018	P	JOINT RESEALING (NON JFR)	100,000	LF
4019		CRACK ROUTING/SEALING (PCC)	2,000	LF
4020	O	DOW CORNING 888, OR EQUAL, JOINT SEALANT	50,000	LF
4021		NR-300 JOINT SEALANT OR EQUIVALENT FOR RUNWAY TOUCHDOWN AREAS	20,000	LF
4022		SAW CUT RESERVIOR IN CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2" - 5/8" W X 1" - 1-5/8" D	20,000	LF
4023		PROVIDE & INSTALL BACKER ROD, 5/8"DIA.	20,000	LF
4024		PROVIDE & INSTALL JOINT SEALANT (NON JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	20,000	LF
4025		PROVIDE & INSTALL JOINT SEALANT (JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	5,000	LF
4026		PROVIDE & INSTALL EXPANSION JOINT, 1/2" CLOSED CELL POLYSTYRENE	1,500	SF
4027		PROVIDE & INSTALL EXPANSION JOINT, 1" CLOSED CELL POLYSTYRENE	500	SF
4028		DOWEL BAR CAPS FOR EXPANSION JOINT PURPOSES FOR DOWEL BARS 1/2" TO 2" DIA	500	EA
4029		CRACK SEALING	1,000	LF

		PAINT/RUBBER REMOVAL
4030	D	PARTIAL PAINT REMOVAL	50,000	SF
4031		COMPLETE PAINT REMOVAL	500,000	SF
4032		RUBBER REMOVAL - HIGHPRESS BLAST	500,000	SF
4033		SWEEPER/VACUUM TRUCK - TYMCO 600 HSP MACHINE OR EQUIVALENT	1000	HR

	PAVEMENT MARKINGS
4034	REFLECTORIZED PAINT (WIDTH = 6")	500,000	LF
4035	REFLECTORIZED PAINT WITH W/TYPE I BEADS	36,000	SF
4036	REFLECTORIZED PAINT WITH TYPE III BEADS	100,000	SF
4037	NON-REFLECTORIZED PAINT (WIDTH = 6")	30,000	LF
4038	NON-REFLECTORIZED PAINT	50,000	SF
4039	LAYOUT OF NEW PAVEMENT MARKINGS	150,000	LF
4040	RESTRICTED AREA SIGN, NON-REFLECTORIZED, SEE DETAILS 10.1	205	EA

	SAWCUTTING PAVEMENT
4041	SAWCUTTING ASPHALT TO 4"	5000	LF
4042	SAWCUTTING ASPHALT	15000	LF-IN
4043	SAWCUTTING CONCRETE	15,000	LF-IN

	PAVEMENT LINE ITEMS (ACC)
4044	SLURRY SEAL, TYPE A, FRICTION II	5,000	SY
4045	PRIME COAT	300,000	SF

		PAVEMENT MILLING/PROFILING
4046	H	ASPHALT MILLING/PROFILING UP TO 2 INCH DEPTH	10,000	SY
4047	H	ASPHALT MILLING/PROFILING UP TO 3 INCH DEPTH	10,000	SY
4048	H	ASPHALT MILLING/PROFILING UP TO 4 INCH DEPTH	10,000	SY
4049	H	ASPHALT MILLING/PROFILING UP TO 5 INCH DEPTH	5,000	SY
4050	H	ASPHALT MILLING/PROFILING UP TO 6 INCH DEPTH	5,000	SY

	EARTHWORK
4051	GENERAL EXCAVATION, INCLUDES HAULING, LOADING & DISPOSING	5,000	CY
4052	LOAD/HAUL/DUMP MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS IN DUMP TRUCK	5,000	CY
4053	SPREAD DUMPED MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS), NO COMPACTION	5,000	CY
4054	FINE GRADE, W/ GRADER, SUBGRADE,SUBBASE OR BASE COURSE MATERIAL	25,000	SY
4055	COMPACT AND TEST BASE COURSE, SUBBASE OR SUB-GRADE ; PER 6" LIFT	50,000	SY
4056	PROVIDE SUB-GRADE FILL MATERIAL; INCLUDES DELIVERY & SPREADING	10000	CY

	STABILIZATION
4057	PROVIDE & INSTALL NONWOVEN, GEOTEXTILE OVERLAY FABRIC PRIOR TO APPLYING AN ASPHALT OVERLAY, AMOCO 4599 OR EQUAL, >=4,000 SY	20,000	SY
4058	PROVIDE & INSTALL WOVEN GEOTEXTILE FABRIC, AMOCO 2000 OR EQUAL	20,000	SY

		BASE WORK
4059		FLOWABLE FILL - SAND, 200 LBS PORTLAND CEMENT & 200 LBS FLY ASH	400	CY
4060	K	REMOVE, REPLACE, & COMPACT BASE MATERIAL, 12" DEPTH	10,000	SY
4061	K	PROVIDE 12" GRADED, CRUSHED AGGREGATE BASE COURSE MATERIAL	10,000	SY

	BARRICADE & SIGN RENTAL
4062	48 INCH LIGHT POST	120	DAY /POST

	ADDITIONAL LINE ITEMS
4063	CONCRETE CRUSHING (SEE STATEMENT OF WORK)	%	25	NO AMOUNT REQUIRED
	TOTAL OPTION YEAR 3		TOTAL	$0.00

FA4608-16-R-0001

Bid Schedule - Option Year 3 Attachment 9

Option Yr 4

ITEM NOTE: See last page of Bid Schedule DESCRIPTION EST. QTY. UNIT PRICE 4TH OPTION YEAR TOTAL PRICE

		PAVEMENT LINE ITEMS (PCC)
5001	A, B	PCC PAVEMENT REMOVAL (T<12")	125,000	SY-IN
5002	A, B	PCC PAVEMENT REMOVAL (T>12")	125,000	SY-IN
5003	N	650 FLEXURAL STRENGTH CONCRETE	15,000	CY
5004	M	1.5 LBS FIBERS\CY ADDED TO CONCRETE	22500	LBS

		AIRFIELD CONCRETE REPAIRS
5005	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 7 days)	300	CY
5006	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 3 Days)	600	CY
5007	N	PCC FOR PAVEMENTS, (650 Flexural Strength in 28 Days)	1000	CY
5008	I	CONCRETE FORMS - PER SQ FT OF CONTACT AREA (SFCA)	2,000	SFCA
5009	E	PROVIDE & INSTALL 1-1/2" DIA SMOOTH DOWELS - 24" LONG, DRILL & EPOXY	1500	EA
5050		10" DOWEL BASKET ASSEMBLIES, 15" O.C., 1" DIA X 24"LONG	2500	LF
5011		GROUND TIE DOWNS	50	EA

		AIRFIELD HOTMIX ASPHALT REPAIRS
5012	C	FURNISH AND INSTALL AC MIX, AIRFIELD GRADE, WITH PG64-22 ASPHALT BINDER	30,000	SY-IN
5013		USING PG70-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
5014		USING PG76-22M BINDER INSTEAD OF PG64-22, ADD	30,000	SY-IN
5015		MORE THAN ONE MOBILIZATION	5	EA
5016		USE OF PRIME COAT	50,000	SY

		JOINT SEALING
5017	P	JOINT RESEALING (JFR)	5,000	LF
5018	P	JOINT RESEALING (NON JFR)	100,000	LF
5019		CRACK ROUTING/SEALING (PCC)	2,000	LF
5020	O	DOW CORNING 888, OR EQUAL, JOINT SEALANT	50,000	LF
5021		NR-300 JOINT SEALANT OR EQUIVALENT FOR RUNWAY TOUCHDOWN AREAS	20,000	LF
5022		SAW CUT RESERVIOR IN CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2" - 5/8" W X 1" - 1-5/8" D	20,000	LF
5023		PROVIDE & INSTALL BACKER ROD, 5/8"DIA.	20,000	LF
5024		PROVIDE & INSTALL JOINT SEALANT (NON JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	20,000	LF
5025		PROVIDE & INSTALL JOINT SEALANT (JFR) MATERIAL, 1/2"-5/8" W X 1/4" - 5/6" D. SEE DETAILS 8.1 & 8.2	5,000	LF
5026		PROVIDE & INSTALL EXPANSION JOINT, 1/2" CLOSED CELL POLYSTYRENE	1,500	SF
5027		PROVIDE & INSTALL EXPANSION JOINT, 1" CLOSED CELL POLYSTYRENE	500	SF
5028		DOWEL BAR CAPS FOR EXPANSION JOINT PURPOSES FOR DOWEL BARS 1/2" TO 2" DIA	500	EA
5029		CRACK SEALING	1,000	LF

		PAINT/RUBBER REMOVAL
5030	D	PARTIAL PAINT REMOVAL	50,000	SF
5031		COMPLETE PAINT REMOVAL	500,000	SF
5032		RUBBER REMOVAL - HIGHPRESS BLAST	500,000	SF
5033		SWEEPER/VACUUM TRUCK - TYMCO 600 HSP MACHINE OR EQUIVALENT	1000	HR

	PAVEMENT MARKINGS
5034	REFLECTORIZED PAINT (WIDTH = 6")	500,000	LF
5035	REFLECTORIZED PAINT WITH W/TYPE I BEADS	36,000	SF
5036	REFLECTORIZED PAINT WITH TYPE III BEADS	100,000	SF
5037	NON-REFLECTORIZED PAINT (WIDTH = 6")	30,000	LF
5038	NON-REFLECTORIZED PAINT	50,000	SF
5039	LAYOUT OF NEW PAVEMENT MARKINGS	150,000	LF
5040	RESTRICTED AREA SIGN, NON-REFLECTORIZED, SEE DETAILS 10.1	205	EA

	SAWCUTTING PAVEMENT
5041	SAWCUTTING ASPHALT TO 4"	5000	LF
5042	SAWCUTTING ASPHALT	15000	LF-IN
5043	SAWCUTTING CONCRETE	15,000	LF-IN

	PAVEMENT LINE ITEMS (ACC)
5044	SLURRY SEAL, TYPE A, FRICTION II	5,000	SY
5045	PRIME COAT	300,000	SF

		PAVEMENT MILLING/PROFILING
5046	H	ASPHALT MILLING/PROFILING UP TO 2 INCH DEPTH	10,000	SY
5047	H	ASPHALT MILLING/PROFILING UP TO 3 INCH DEPTH	10,000	SY
5048	H	ASPHALT MILLING/PROFILING UP TO 4 INCH DEPTH	10,000	SY
5049	H	ASPHALT MILLING/PROFILING UP TO 5 INCH DEPTH	5,000	SY
5050	H	ASPHALT MILLING/PROFILING UP TO 6 INCH DEPTH	5,000	SY

	EARTHWORK
5051	GENERAL EXCAVATION, INCLUDES HAULING, LOADING & DISPOSING	5,000	CY
5052	LOAD/HAUL/DUMP MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS IN DUMP TRUCK	5,000	CY
5053	SPREAD DUMPED MATERIALS (COMMON EARTH, AGGREGATES, CRUSHED CONCRETE OR LIKE MATERIALS), NO COMPACTION	5,000	CY
5054	FINE GRADE, W/ GRADER, SUBGRADE,SUBBASE OR BASE COURSE MATERIAL	25,000	SY
5055	COMPACT AND TEST BASE COURSE, SUBBASE OR SUB-GRADE ; PER 6" LIFT	50,000	SY
5056	PROVIDE SUB-GRADE FILL MATERIAL; INCLUDES DELIVERY & SPREADING	10000	CY

	STABILIZATION
5057	PROVIDE & INSTALL NONWOVEN, GEOTEXTILE OVERLAY FABRIC PRIOR TO APPLYING AN ASPHALT OVERLAY, AMOCO 4599 OR EQUAL, >=4,000 SY	20,000	SY
5058	PROVIDE & INSTALL WOVEN GEOTEXTILE FABRIC, AMOCO 2000 OR EQUAL	20,000	SY

		BASE WORK
5059		FLOWABLE FILL - SAND, 200 LBS PORTLAND CEMENT & 200 LBS FLY ASH	400	CY
5060	K	REMOVE, REPLACE, & COMPACT BASE MATERIAL, 12" DEPTH	10,000	SY
5061	K	PROVIDE 12" GRADED, CRUSHED AGGREGATE BASE COURSE MATERIAL	10,000	SY

	BARRICADE & SIGN RENTAL
5062	48 INCH LIGHT POST	120	DAY /POST

	ADDITIONAL LINE ITEMS
5063	CONCRETE CRUSHING (SEE STATEMENT OF WORK)	25%	NO AMOUNT REQUIRED
	TOTAL OPTION YEAR 4

FA4608-16-R-0001

Bid Schedule - Option Year 4 Attachment 9

Notes

NOTES:

A	INCLUDES LOADING, HAULING AND DUMPING OF MATERIAL EITHER ON BASE OR OFF BASE
B	REMOVE TO BASE COURSE
C	INCLUDES ALL PRIME AND TACK COAT AS REQUIRED
D	REMOVAL OF ONLY LOOSE, FLAKING OR POORLY BONDED PAINT
E	AS PER LADOTD, SECTION 1017.02 (c) (1) TYPE I EPOXY
F	AS PER LADOTD, SECTION 1017.02 (c) (1) TYPE II EPOXY
G	INCLUDES SAWCUTTING & CONCRETE FORMS FOR CONSTRUCTION JOINTS (DOES NOT INCLUDE DOWELL BASKET ASSEMBLIES, EXPANSION BAR BASKET ASSEMBLIES, TIE BARS, JOINT SEALANT, BACKER ROD)
H	ASPHALT MILLINGS REMAIN THE PROPERTY OF THE GOVERNMENT & SHALL BE HAULED & DUMPED AT A DESIGNATED SITE ON BASE
I	FOR IRREGULAR PAVING DEPTHS AND STRUCTURAL FORMWORK
J	BARRIERS TO BECOME THE PROPERTY OF THE GOVERNMENT AFTER CONSTRUCTION & HAULED TO A DESIGNATED SITE ON BASE
K	SHALL MEET LADOTD 2006 SPECIFICATIONS, EITHER SECTION 1003 (d) OR (e)
L	AT LEAST 85% VEGETATION GROWTH COVER SHALL BE OBTAINED FOR PAYMENT, QUANTITY TO BE BASED ON POUNDS OF SEED, FERTILIZER WILL BE INCIDENTAL, THE RATIO OF POUNDS FERTILIZER REQUIRED TO POUNDS OF SEED IS 1000:30. EXAMPLE FOR 1/2 ACRE: QUANTITY WOULD BE 15 LB (15LB SEED AND 500 INCIDENTAL POUNDS FERTILIZER), WATERING REQUIRED UNTIL FINAL ACCEPTANCE OF PROJECT
M	FIBERS TO BE POLYPROPYLENE
N	FLEX. TEST BEAMS WILL BE REQUIRED
O	TO BE USED ON TOOLED JOINTS (BACKER ROD NOT RQD), 1/2" MIN DEPTH JOINT
P	REQUIRES REMOVAL OF EXISTING JOINT SEALANT, CLEANING OF JOINT WALLS (SANDBLASTING), & RESEALING OF THE JOINTS
Q	REINFORCED CONCRETE PIPE (RCP), CLASS III, WITH RUBBER GASKET, NO EXCAVATION OR BACKFILL INCLUDED, JOINTS TO BE WRAPPED WITH FILTER CLOTH
R	EXCAVATE & DISPOSE OF SPOILS, FURNISH AND SET PIPE IN CONCRETE, INSTALL & PAINT, APPLY REFLECTIVE STRIPES

Bid Schedule - Notes Attachment 9

File details come from the government source that posted it. Updated Nov 14, 2017.