JA-1 Offer Schedule.xls.xlsx

XLSX spreadsheet 58 KB Posted Jun 13, 2012

Attached to: Eielson AFB, Base Paving IDIQ
Solicitation number: FA5004-12-R-C003
Issued by: Department of the Air Force Pacific Air Forces

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Attachment JA-1 Offer Schedule

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Other files

File	Type	Posted
Amendment FA5004-12-R-C003-0003 Conformed Copy.pdf	PDF	Jul 10, 2012
Site Visit Q A - 12-R-C003 Base Paving IDIQ.pdf	PDF	Jul 10, 2012
JA-1 Offer Schedule.xls.xlsx	XLSX spreadsheet	Jul 10, 2012
Amendment FA5004-12-R-C003-0003.pdf	PDF	Jul 10, 2012
TAB 10--AC Joint Detail.pdf	PDF	Jun 22, 2012
TAB 1--EAFB fillable borrow Pit Review sheet.doc	DOC document	Jun 22, 2012
TAB 8--Micro Surfacing Spec.pdf	PDF	Jun 22, 2012
TAB 5 Spill Placard.ppt	PPT presentation	Jun 22, 2012
TAB 9--Dow 888 Sealant info..pdf	PDF	Jun 22, 2012
TAB 13--AF Form 3000.pdf	PDF	Jun 22, 2012
TAB 4 Spill Reporting Plan.doc	DOC document	Jun 22, 2012
TAB 2--AF Form 103.pdf	PDF	Jun 22, 2012
TAB 12--AF Form66.xls	XLS spreadsheet	Jun 22, 2012
TAB 6 CrackMaster 3405LM.pdf	PDF	Jun 22, 2012
TAB 3 Concrete and Construction Debris Disposal Form.doc	DOC document	Jun 22, 2012
TAB 11--Sidewalk Spillway Details.pdf	PDF	Jun 22, 2012
TAB 7-- High Fracture D1 Base Course spec.pdf	PDF	Jun 22, 2012
Amendment 02.pdf	PDF	Jun 22, 2012
Amendment 01.pdf	PDF	Jun 13, 2012
JA-6 Wage Determination- 25 May 2012.docx	DOCX document	Jun 13, 2012
JA-4 - Past Performance Worksheet.docx	DOCX document	Jun 13, 2012
JA-2 IDIQ Spec20 April 2012.docx	DOCX document	Jun 13, 2012
JA-6 Wage Determination- Building and Heavy.docx	DOCX document	Jun 13, 2012
JA-3 - Past Performance Questionnaire	—	Jun 13, 2012
JA-5 - Financial Reference Sheet.docx	DOCX document	Jun 13, 2012
FA5004-12-R-C003 Paving Solicitation 13 June.pdf	PDF	Jun 13, 2012

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Base Year

DEMOLITION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
A001	SAWCUT NEW OR EXISTING ASPHALT, EXCLUDES JOINT CUTTING/ WIDENING	IN-FT	60,000
A002	SAWCUT NEW OR EXISTING PORTLAND CEMENT CONCRETE	IN-FT	15,000
A003	REMOVE EXISTING ASPHALT TO 3" INCHES THICK	SY	20,000
A004	REMOVE EXISTING ASPHALT OVER 3" TO 6" THICK	SY	20,000
A005	REMOVE EXISTING ASPHALT OVER 6" THICK	SY	500
A006	COLD-MILLING OF ASPHALT & HAUL TO GOVT STOCKPILE	SY-IN	15,000
A007	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, ISOLATED AREAS <400 SF	SY	45
A008	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, LARGE AREAS >400SF	SY	1,000
A009	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", ISOLATED AREAS <400 SF	SY	45
A010	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", LARGE AREAS >400SF	SY	1,000
A011	ADDITIONAL REMOVAL COST FOR L/I'S 7-10 IF CONCRETE IS REINFORCED	SY	1,000
A012	REMOVE MISCELLANEOUS CONCRETE, UNREINFORCED	CY	1,000
A013	ADDITIONAL REMOVAL COST FOR L/I 12 IF CONCRETE IS REINFORCED	CY	500
A014	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
A015	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
A016	REMOVE CONCRETE SIDEWALK; TO 400SF	SF	5,000
A017	REMOVE CONCRETE SIDEWALK; OVER 400SF	SF	15,000
A018	REMOVE EXISTING CULVERT, TO 12"	LF	120
A019	REMOVE EXISTING CULVERT, OVER 12" TO 24"	LF	60
A020	REMOVE EXISTING CULVERT, OVER 24"	LF	60
A021	REMOVE W GUARDRAIL SECTION AND STEEL POST	LF	500
A022	REMOVAL OF PAVEMENT MARKINGS BY HIGH PRESSURE WATERBLASTING	SF	1,500
A023	REMOVE HBO TO INCLUDE SUPPORT POST, OUTLET(S), AND ASSOCIATED WIRING AND CONDUIT ALL THE WAY BACK TO CIRCUIT BREAKER PANEL	EA	15
SITE PREPARATION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	NEW PRICE	ESTIMATED TOTAL PRICE
A024	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY	CY	8,000
A025	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY	CY	10,000
A026	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY	CY	5,000
A027	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY	CY	10,000
A028	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; TO 15,000 SY	SY	10,000
A029	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; OVER 15,000 SY	SY	20,000
A030	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT	CY	5,000
A031	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY	CY	5,000
A032	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY	CY	10,000
A033	NEW SUBBASE, RECYCLED ASPHALT FROM BASE STOCKPILE; INC. PLACE, GRADE & COMPACT	CY	5,000
A034	NEW BASE COURSE(D-1), INCLUDES SUPPLY, PLACE, FINISH GRADE & COMPACT	CY	10,000
A035	NEW BASE COURSE(RECYCLED ASPHALT FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT	CY	15,000
A036	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY	SY	5,000
A037	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY	SY	40,000
A038	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY	CY	2,000
A039	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY	CY	5,000
A040	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY	CY	10,000
A041	PULVERIZE ASPHALT AND BASE COURSE IN PLACE TO 6", INCLUDES REGRADE AND COMPACT	SY	1,500
PAVING
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	NEW PRICE	ESTIMATED TOTAL PRICE
A042	NEW ASPHALT PAVEMENT, INCLUDES SURFACE PREP AND COMPACTION.	TON	5,000
A043	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE TO 2500 TONS	TON	2,000
A044	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE OVER 2500 TONS	TON	10,000
A045	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
A046	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, LARGE AREAS, >400SF	CY	100
A047	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
A048	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF	CY	100
A049	INSTALL MISCELLANEOUS CONCRETE, INCLUDES FORMWORK AND FINISHING, UNREINFORCED	CY	150
A050	ADD STEEL REINFORCEMENT TO L/I'S 45-49, #4 TO #8 BARS	TON	5
A051	DOWELS SUPPLIED IN FORM EDGES OR DRILLED INTO EXISTING CONCRETE	EA	100
A052	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
A053	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
A054	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK TO 400SF	SF	5,000
A055	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK OVER 400SF	SF	15,000
A056	INSTALL SIDEWALK SPILLWAY	EA	10
A057	INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED	EA	4
A058	SUPPLY HOTMIX ASPHALT. INCLUDES ONLY SUPPLY AND DELIVER. -- 5 TON MINIMUM	TON	250
A059	SUPPLY CONCRETE. INCLUDES ONLY SUPPLY AND DELIVER. -- 3 CY MINIMUM	CY	250
A060	SUPPLY CONCRETE PUMP TRUCK AND OPERATOR -- 3 HOUR MINIMUM	HR	10
FINISH WORK
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	NEW PRICE	ESTIMATED TOTAL PRICE
A061	SAWCUT WIDENING OF PORTLAND CEMENT CONCRETE JOINT FOR JOINT SEALANT	LF	500
A062	CUT/WIDEN JOINTS IN ASPHALT FOR JOINT SEALANT	LF	20,000
A063	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF	LF	5,000
A064	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM	LF	20,000
A065	INSTALL PREFORMED JOINT SEAL IN CONCRETE	LF	500
A066	INSTALL TOPSOIL TO 6" DEPTH; INCLUDES SUPPLY, PLACE AND FINISH GRADE	SY	5,000
A067	INSTALL HYDROSEED MIX	SY	5,000
A068	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; UP TO 6" PIECES	CY	100
A069	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; 12"+ PIECES	CY	100
A070	NEW PAVEMENT MARKINGS, 4" LINES	LF	25,000
A071	NEW PAVEMENT MARKINGS 6" LINES	LF	150,000
A072	PAINT RUNWAY MARKINGS OTHER THAN 6" LINES	SF	175,000
A073	NEW PAVEMENT MARKINGS, ARROWS, ETC…	SF	2,500
MAINTENANCE
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	NEW PRICE	ESTIMATED TOTAL PRICE
A074	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; TO 10,000LF	LF	5,000
A075	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; OVER 10,000LF	LF	100,000
A076	HOT POUR ASPHALT CRACK SEALING; LESS THAN 10,000 LF	LF	5,000
A077	HOT POUR ASPHALT CRACK SEALING 10,000 LF MINIMUM	LF	100,000
A078	ROUT CRACKS IN PORTLAND CEMENT CONCRETE FOR CRACK SEALANT INSTALLATION	LF	500
A079	INSTALL SILICONE JOINT SEALANT IN CONCRETE JOINTS AND/OR CRACKS	LF	1,500
A080	CONCRETE SPALL REPAIRS, ISOLATED, PATCH, LESS THAN 2SF	SF	10
A081	CONCRETE SPALL REPAIRS, CONTINUOUS, PATCH AREA OVER 2SF	SF	50
MISCELLANEOUS
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	NEW PRICE	ESTIMATED TOTAL PRICE
A082	CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL	CSF	200
A083	INSTALL SAND FOR CONDUIT BEDDING	CY	100
A084	INSTALL NEW CMP CULVERT, UP TO 12" DIAMETER	LF	120
A085	INSTALL NEW CMP CULVERT, OVER 12" TO 24" DIA	LF	60
A086	INSTALL NEW CMP CULVERT, OVER 24" TO 36" DIA	LF	60
A087	INSTALL GEOTEXTILE FABRIC	SY	5,000
A088	INSTALL PETROLEUM RESISTANT SEAL COAT	SY	5,000
A089	PERFORM PETROLEUM CONTAMINATED SOIL TESTING	EA	20
A090	REMOVE, HAUL & DISPOSE OF PETROLEUM CONTAMINATED SOIL	CY	100
A091	INSTALL 4 OUTLET HBO TO INCLUDE WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK	EA	15
A092	INSTALL 2" PVC ELECTRICAL CONDUIT	LF	1,500
A093	INSTALL 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
A094	REMOVE 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
A095	APPLY MICROSURFACING SLURRY SEAL	SY	15,000
			Exhibit Line Item Grand Total:

&"Times New Roman,Regular"Paving IDIQ CLIN 0001 - Bid Schedule Pricing - Base Year &"Times New Roman,Regular"Page &P of &N &"Times New Roman,Regular"Contract Number FA5004-09-D-C002 Exhibit JA-A, Bid Schedule

&"Times New Roman,Regular"Paving IDIQ CLIN 0001 - Bid Schedule Pricing - Base Year &"Times New Roman,Regular"Page &P of &N &"Times New Roman,Regular"Solicitation Number FA5004-09-R-C002 Exhibit JA-A, Bid Schedule

JA-1

FA5004-12-R-C003

Base Paving IDIQ

Option Year 1

DEMOLITION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
B001	SAWCUT NEW OR EXISTING ASPHALT, EXCLUDES JOINT CUTTING/ WIDENING	IN-FT	60,000
B002	SAWCUT NEW OR EXISTING PORTLAND CEMENT CONCRETE	IN-FT	15,000
B003	REMOVE EXISTING ASPHALT TO 3" INCHES THICK	SY	20,000
B004	REMOVE EXISTING ASPHALT OVER 3" TO 6" THICK	SY	20,000
B005	REMOVE EXISTING ASPHALT OVER 6" THICK	SY	500
B006	COLD-MILLING OF ASPHALT & HAUL TO GOVT STOCKPILE	SY-IN	15,000
B007	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, ISOLATED AREAS <400 SF	SY	45
B008	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, LARGE AREAS >400SF	SY	1,000
B009	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", ISOLATED AREAS <400 SF	SY	45
B010	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", LARGE AREAS >400SF	SY	1,000
B011	ADDITIONAL REMOVAL COST FOR L/I'S 7-10 IF CONCRETE IS REINFORCED	SY	1,000
B012	REMOVE MISCELLANEOUS CONCRETE, UNREINFORCED	CY	1,000
B013	ADDITIONAL REMOVAL COST FOR L/I 12 IF CONCRETE IS REINFORCED	CY	500
B014	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
B015	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
B016	REMOVE CONCRETE SIDEWALK; TO 400SF	SF	5,000
B017	REMOVE CONCRETE SIDEWALK; OVER 400SF	SF	15,000
B018	REMOVE EXISTING CULVERT, TO 12"	LF	120
B019	REMOVE EXISTING CULVERT, OVER 12" TO 24"	LF	60
B020	REMOVE EXISTING CULVERT, OVER 24"	LF	60
B021	REMOVE W GUARDRAIL SECTION AND STEEL POST	LF	500
B022	REMOVAL OF PAVEMENT MARKINGS BY HIGH PRESSURE WATERBLASTING	SF	1,500
B023	REMOVE HBO TO INCLUDE SUPPORT POST, OUTLET(S), AND ASSOCIATED WIRING AND CONDUIT ALL THE WAY BACK TO CIRCUIT BREAKER PANEL	EA	15
SITE PREPARATION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
B024	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY	CY	8,000
B025	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY	CY	10,000
B026	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY	CY	5,000
B027	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY	CY	10,000
B028	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; TO 15,000 SY	SY	10,000
B029	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; OVER 15,000 SY	SY	20,000
B030	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT	CY	5,000
B031	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY	CY	5,000
B032	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY	CY	10,000
B033	NEW SUBBASE, RECYCLED ASPHALT FROM BASE STOCKPILE; INC. PLACE, GRADE & COMPACT	CY	5,000
B034	NEW BASE COURSE(D-1), INCLUDES SUPPLY, PLACE, FINISH GRADE & COMPACT	CY	10,000
B035	NEW BASE COURSE(RECYCLED ASPHALT FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT	CY	15,000
B036	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY	SY	5,000
B037	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY	SY	40,000
B038	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY	CY	2,000
B039	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY	CY	5,000
B040	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY	CY	10,000
B041	PULVERIZE ASPHALT AND BASE COURSE IN PLACE TO 6", INCLUDES REGRADE AND COMPACT	SY	1,500
PAVING
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
B042	NEW ASPHALT PAVEMENT, INCLUDES SURFACE PREP AND COMPACTION.	TON	5,000
B043	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE TO 2500 TONS	TON	2,000
B044	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE OVER 2500 TONS	TON	10,000
B045	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
B046	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, LARGE AREAS, >400SF	CY	100
B047	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
B048	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF	CY	100
B049	INSTALL MISCELLANEOUS CONCRETE, INCLUDES FORMWORK AND FINISHING, UNREINFORCED	CY	150
B050	ADD STEEL REINFORCEMENT TO L/I'S 45-49, #4 TO #8 BARS	TON	5
B051	DOWELS SUPPLIED IN FORM EDGES OR DRILLED INTO EXISTING CONCRETE	EA	100
B052	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
B053	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
B054	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK TO 400SF	SF	5,000
B055	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK OVER 400SF	SF	15,000
B056	INSTALL SIDEWALK SPILLWAY	EA	10
B057	INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED	EA	4
B058	SUPPLY HOTMIX ASPHALT. INCLUDES ONLY SUPPLY AND DELIVER. -- 5 TON MINIMUM	TON	250
B059	SUPPLY CONCRETE. INCLUDES ONLY SUPPLY AND DELIVER. -- 3 CY MINIMUM	CY	250
B060	SUPPLY CONCRETE PUMP TRUCK AND OPERATOR -- 3 HOUR MINIMUM	HR	10
FINISH WORK
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
B061	SAWCUT WIDENING OF PORTLAND CEMENT CONCRETE JOINT FOR JOINT SEALANT	LF	500
B062	CUT/WIDEN JOINTS IN ASPHALT FOR JOINT SEALANT	LF	20,000
B063	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF	LF	5,000
B064	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM	LF	20,000
B065	INSTALL PREFORMED JOINT SEAL IN CONCRETE	LF	500
B066	INSTALL TOPSOIL TO 6" DEPTH; INCLUDES SUPPLY, PLACE AND FINISH GRADE	SY	5,000
B067	INSTALL HYDROSEED MIX	SY	5,000
B068	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; UP TO 6" PIECES	CY	100
B069	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; 12"+ PIECES	CY	100
B070	NEW PAVEMENT MARKINGS, 4" LINES	LF	25,000
B071	NEW PAVEMENT MARKINGS 6" LINES	LF	150,000
B072	PAINT RUNWAY MARKINGS OTHER THAN 6" LINES	SF	175,000
B073	NEW PAVEMENT MARKINGS, ARROWS, ETC…	SF	2,500
MAINTENANCE
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
B074	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; TO 10,000LF	LF	5,000
B075	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; OVER 10,000LF	LF	100,000
B076	HOT POUR ASPHALT CRACK SEALING; LESS THAN 10,000 LF	LF	5,000
B077	HOT POUR ASPHALT CRACK SEALING 10,000 LF MINIMUM	LF	100,000
B078	ROUT CRACKS IN PORTLAND CEMENT CONCRETE FOR CRACK SEALANT INSTALLATION	LF	500
B079	INSTALL SILICONE JOINT SEALANT IN CONCRETE JOINTS AND/OR CRACKS	LF	1,500
B080	CONCRETE SPALL REPAIRS, ISOLATED, PATCH, LESS THAN 2SF	SF	10
B081	CONCRETE SPALL REPAIRS, CONTINUOUS, PATCH AREA OVER 2SF	SF	50
MISCELLANEOUS
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
B082	CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL	CSF	200
B083	INSTALL SAND FOR CONDUIT BEDDING	CY	100
B084	INSTALL NEW CMP CULVERT, UP TO 12" DIAMETER	LF	120
B085	INSTALL NEW CMP CULVERT, OVER 12" TO 24" DIA	LF	60
B086	INSTALL NEW CMP CULVERT, OVER 24" TO 36" DIA	LF	60
B087	INSTALL GEOTEXTILE FABRIC	SY	5,000
B088	INSTALL PETROLEUM RESISTANT SEAL COAT	SY	5,000
B089	PERFORM PETROLEUM CONTAMINATED SOIL TESTING	EA	20
B090	REMOVE, HAUL & DISPOSE OF PETROLEUM CONTAMINATED SOIL	CY	100
B091	INSTALL 4 OUTLET HBO TO INCLUDE WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK	EA	15
B092	INSTALL 2" PVC ELECTRICAL CONDUIT	LF	1,500
B093	INSTALL 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
B094	REMOVE 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
B095	APPLY MICROSURFACING SLURRY SEAL	SY	15,000
			Exhibit Line Item Grand Total:

JA-1

Base Paving IDIQ

Option Year 2

DEMOLITION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
C001	SAWCUT NEW OR EXISTING ASPHALT, EXCLUDES JOINT CUTTING/ WIDENING	IN-FT	60,000
C002	SAWCUT NEW OR EXISTING PORTLAND CEMENT CONCRETE	IN-FT	15,000
C003	REMOVE EXISTING ASPHALT TO 3" INCHES THICK	SY	20,000
C004	REMOVE EXISTING ASPHALT OVER 3" TO 6" THICK	SY	20,000
C005	REMOVE EXISTING ASPHALT OVER 6" THICK	SY	500
C006	COLD-MILLING OF ASPHALT & HAUL TO GOVT STOCKPILE	SY-IN	15,000
C007	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, ISOLATED AREAS <400 SF	SY	45
C008	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, LARGE AREAS >400SF	SY	1,000
C009	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", ISOLATED AREAS <400 SF	SY	45
C010	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", LARGE AREAS >400SF	SY	1,000
C011	ADDITIONAL REMOVAL COST FOR L/I'S 7-10 IF CONCRETE IS REINFORCED	SY	1,000
C012	REMOVE MISCELLANEOUS CONCRETE, UNREINFORCED	CY	1,000
C013	ADDITIONAL REMOVAL COST FOR L/I 12 IF CONCRETE IS REINFORCED	CY	500
C014	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
C015	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
C016	REMOVE CONCRETE SIDEWALK; TO 400SF	SF	5,000
C017	REMOVE CONCRETE SIDEWALK; OVER 400SF	SF	15,000
C018	REMOVE EXISTING CULVERT, TO 12"	LF	120
C019	REMOVE EXISTING CULVERT, OVER 12" TO 24"	LF	60
C020	REMOVE EXISTING CULVERT, OVER 24"	LF	60
C021	REMOVE W GUARDRAIL SECTION AND STEEL POST	LF	500
C022	REMOVAL OF PAVEMENT MARKINGS BY HIGH PRESSURE WATERBLASTING	SF	1,500
C023	REMOVE HBO TO INCLUDE SUPPORT POST, OUTLET(S), AND ASSOCIATED WIRING AND CONDUIT ALL THE WAY BACK TO CIRCUIT BREAKER PANEL	EA	15
SITE PREPARATION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
C024	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY	CY	8,000
C025	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY	CY	10,000
C026	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY	CY	5,000
C027	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY	CY	10,000
C028	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; TO 15,000 SY	SY	10,000
C029	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; OVER 15,000 SY	SY	20,000
C030	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT	CY	5,000
C031	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY	CY	5,000
C032	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY	CY	10,000
C033	NEW SUBBASE, RECYCLED ASPHALT FROM BASE STOCKPILE; INC. PLACE, GRADE & COMPACT	CY	5,000
C034	NEW BASE COURSE(D-1), INCLUDES SUPPLY, PLACE, FINISH GRADE & COMPACT	CY	10,000
C035	NEW BASE COURSE(RECYCLED ASPHALT FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT	CY	15,000
C036	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY	SY	5,000
C037	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY	SY	40,000
C038	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY	CY	2,000
C039	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY	CY	5,000
C040	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY	CY	10,000
C041	PULVERIZE ASPHALT AND BASE COURSE IN PLACE TO 6", INCLUDES REGRADE AND COMPACT	SY	1,500
PAVING
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
C042	NEW ASPHALT PAVEMENT, INCLUDES SURFACE PREP AND COMPACTION.	TON	5,000
C043	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE TO 2500 TONS	TON	2,000
C044	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE OVER 2500 TONS	TON	10,000
C045	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
C046	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, LARGE AREAS, >400SF	CY	100
C047	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
C048	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF	CY	100
C049	INSTALL MISCELLANEOUS CONCRETE, INCLUDES FORMWORK AND FINISHING, UNREINFORCED	CY	150
C050	ADD STEEL REINFORCEMENT TO L/I'S 45-49, #4 TO #8 BARS	TON	5
C051	DOWELS SUPPLIED IN FORM EDGES OR DRILLED INTO EXISTING CONCRETE	EA	100
C052	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
C053	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
C054	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK TO 400SF	SF	5,000
C055	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK OVER 400SF	SF	15,000
C056	INSTALL SIDEWALK SPILLWAY	EA	10
C057	INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED	EA	4
C058	SUPPLY HOTMIX ASPHALT. INCLUDES ONLY SUPPLY AND DELIVER. -- 5 TON MINIMUM	TON	250
C059	SUPPLY CONCRETE. INCLUDES ONLY SUPPLY AND DELIVER. -- 3 CY MINIMUM	CY	250
C060	SUPPLY CONCRETE PUMP TRUCK AND OPERATOR -- 3 HOUR MINIMUM	HR	10
FINISH WORK
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
C061	SAWCUT WIDENING OF PORTLAND CEMENT CONCRETE JOINT FOR JOINT SEALANT	LF	500
C062	CUT/WIDEN JOINTS IN ASPHALT FOR JOINT SEALANT	LF	20,000
C063	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF	LF	5,000
C064	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM	LF	20,000
C065	INSTALL PREFORMED JOINT SEAL IN CONCRETE	LF	500
C066	INSTALL TOPSOIL TO 6" DEPTH; INCLUDES SUPPLY, PLACE AND FINISH GRADE	SY	5,000
C067	INSTALL HYDROSEED MIX	SY	5,000
C068	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; UP TO 6" PIECES	CY	100
C069	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; 12"+ PIECES	CY	100
C070	NEW PAVEMENT MARKINGS, 4" LINES	LF	25,000
C071	NEW PAVEMENT MARKINGS 6" LINES	LF	150,000
C072	PAINT RUNWAY MARKINGS OTHER THAN 6" LINES	SF	175,000
C073	NEW PAVEMENT MARKINGS, ARROWS, ETC…	SF	2,500
MAINTENANCE
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
C074	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; TO 10,000LF	LF	5,000
C075	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; OVER 10,000LF	LF	100,000
C076	HOT POUR ASPHALT CRACK SEALING; LESS THAN 10,000 LF	LF	5,000
C077	HOT POUR ASPHALT CRACK SEALING 10,000 LF MINIMUM	LF	100,000
C078	ROUT CRACKS IN PORTLAND CEMENT CONCRETE FOR CRACK SEALANT INSTALLATION	LF	500
C079	INSTALL SILICONE JOINT SEALANT IN CONCRETE JOINTS AND/OR CRACKS	LF	1,500
C080	CONCRETE SPALL REPAIRS, ISOLATED, PATCH, LESS THAN 2SF	SF	10
C081	CONCRETE SPALL REPAIRS, CONTINUOUS, PATCH AREA OVER 2SF	SF	50
MISCELLANEOUS
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
C082	CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL	CSF	200
C083	INSTALL SAND FOR CONDUIT BEDDING	CY	100
C084	INSTALL NEW CMP CULVERT, UP TO 12" DIAMETER	LF	120
C085	INSTALL NEW CMP CULVERT, OVER 12" TO 24" DIA	LF	60
C086	INSTALL NEW CMP CULVERT, OVER 24" TO 36" DIA	LF	60
C087	INSTALL GEOTEXTILE FABRIC	SY	5,000
C088	INSTALL PETROLEUM RESISTANT SEAL COAT	SY	5,000
C089	PERFORM PETROLEUM CONTAMINATED SOIL TESTING	EA	20
C090	REMOVE, HAUL & DISPOSE OF PETROLEUM CONTAMINATED SOIL	CY	100
C091	INSTALL 4 OUTLET HBO TO INCLUDE WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK	EA	15
C092	INSTALL 2" PVC ELECTRICAL CONDUIT	LF	1,500
C093	INSTALL 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
C094	REMOVE 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
C095	APPLY MICROSURFACING SLURRY SEAL	SY	15,000
			Exhibit Line Item Grand Total:

Base Paving IDIQ

Option Year 3

DEMOLITION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
D001	SAWCUT NEW OR EXISTING ASPHALT, EXCLUDES JOINT CUTTING/ WIDENING	IN-FT	60,000
D002	SAWCUT NEW OR EXISTING PORTLAND CEMENT CONCRETE	IN-FT	15,000
D003	REMOVE EXISTING ASPHALT TO 3" INCHES THICK	SY	20,000
D004	REMOVE EXISTING ASPHALT OVER 3" TO 6" THICK	SY	20,000
D005	REMOVE EXISTING ASPHALT OVER 6" THICK	SY	500
D006	COLD-MILLING OF ASPHALT & HAUL TO GOVT STOCKPILE	SY-IN	15,000
D007	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, ISOLATED AREAS <400 SF	SY	45
D008	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, LARGE AREAS >400SF	SY	1,000
D009	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", ISOLATED AREAS <400 SF	SY	45
D010	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", LARGE AREAS >400SF	SY	1,000
D011	ADDITIONAL REMOVAL COST FOR L/I'S 7-10 IF CONCRETE IS REINFORCED	SY	1,000
D012	REMOVE MISCELLANEOUS CONCRETE, UNREINFORCED	CY	1,000
D013	ADDITIONAL REMOVAL COST FOR L/I 12 IF CONCRETE IS REINFORCED	CY	500
D014	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
D015	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
D016	REMOVE CONCRETE SIDEWALK; TO 400SF	SF	5,000
D017	REMOVE CONCRETE SIDEWALK; OVER 400SF	SF	15,000
D018	REMOVE EXISTING CULVERT, TO 12"	LF	120
D019	REMOVE EXISTING CULVERT, OVER 12" TO 24"	LF	60
D020	REMOVE EXISTING CULVERT, OVER 24"	LF	60
D021	REMOVE W GUARDRAIL SECTION AND STEEL POST	LF	500
D022	REMOVAL OF PAVEMENT MARKINGS BY HIGH PRESSURE WATERBLASTING	SF	1,500
D023	REMOVE HBO TO INCLUDE SUPPORT POST, OUTLET(S), AND ASSOCIATED WIRING AND CONDUIT ALL THE WAY BACK TO CIRCUIT BREAKER PANEL	EA	15
SITE PREPARATION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
D024	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY	CY	8,000
D025	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY	CY	10,000
D026	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY	CY	5,000
D027	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY	CY	10,000
D028	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; TO 15,000 SY	SY	10,000
D029	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; OVER 15,000 SY	SY	20,000
D030	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT	CY	5,000
D031	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY	CY	5,000
D032	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY	CY	10,000
D033	NEW SUBBASE, RECYCLED ASPHALT FROM BASE STOCKPILE; INC. PLACE, GRADE & COMPACT	CY	5,000
D034	NEW BASE COURSE(D-1), INCLUDES SUPPLY, PLACE, FINISH GRADE & COMPACT	CY	10,000
D035	NEW BASE COURSE(RECYCLED ASPHALT FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT	CY	15,000
D036	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY	SY	5,000
D037	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY	SY	40,000
D038	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY	CY	2,000
D039	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY	CY	5,000
D040	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY	CY	10,000
D041	PULVERIZE ASPHALT AND BASE COURSE IN PLACE TO 6", INCLUDES REGRADE AND COMPACT	SY	1,500
PAVING
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
D042	NEW ASPHALT PAVEMENT, INCLUDES SURFACE PREP AND COMPACTION.	TON	5,000
D043	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE TO 2500 TONS	TON	2,000
D044	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE OVER 2500 TONS	TON	10,000
D045	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
D046	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, LARGE AREAS, >400SF	CY	100
D047	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
D048	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF	CY	100
D049	INSTALL MISCELLANEOUS CONCRETE, INCLUDES FORMWORK AND FINISHING, UNREINFORCED	CY	150
D050	ADD STEEL REINFORCEMENT TO L/I'S 45-49, #4 TO #8 BARS	TON	5
D051	DOWELS SUPPLIED IN FORM EDGES OR DRILLED INTO EXISTING CONCRETE	EA	100
D052	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
D053	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
D054	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK TO 400SF	SF	5,000
D055	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK OVER 400SF	SF	15,000
D056	INSTALL SIDEWALK SPILLWAY	EA	10
D057	INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED	EA	4
D058	SUPPLY HOTMIX ASPHALT. INCLUDES ONLY SUPPLY AND DELIVER. -- 5 TON MINIMUM	TON	250
D059	SUPPLY CONCRETE. INCLUDES ONLY SUPPLY AND DELIVER. -- 3 CY MINIMUM	CY	250
D060	SUPPLY CONCRETE PUMP TRUCK AND OPERATOR -- 3 HOUR MINIMUM	HR	10
FINISH WORK
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
D061	SAWCUT WIDENING OF PORTLAND CEMENT CONCRETE JOINT FOR JOINT SEALANT	LF	500
D062	CUT/WIDEN JOINTS IN ASPHALT FOR JOINT SEALANT	LF	20,000
D063	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF	LF	5,000
D064	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM	LF	20,000
D065	INSTALL PREFORMED JOINT SEAL IN CONCRETE	LF	500
D066	INSTALL TOPSOIL TO 6" DEPTH; INCLUDES SUPPLY, PLACE AND FINISH GRADE	SY	5,000
D067	INSTALL HYDROSEED MIX	SY	5,000
D068	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; UP TO 6" PIECES	CY	100
D069	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; 12"+ PIECES	CY	100
D070	NEW PAVEMENT MARKINGS, 4" LINES	LF	25,000
D071	NEW PAVEMENT MARKINGS 6" LINES	LF	150,000
D072	PAINT RUNWAY MARKINGS OTHER THAN 6" LINES	SF	175,000
D073	NEW PAVEMENT MARKINGS, ARROWS, ETC…	SF	2,500
MAINTENANCE
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
D074	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; TO 10,000LF	LF	5,000
D075	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; OVER 10,000LF	LF	100,000
D076	HOT POUR ASPHALT CRACK SEALING; LESS THAN 10,000 LF	LF	5,000
D077	HOT POUR ASPHALT CRACK SEALING 10,000 LF MINIMUM	LF	100,000
D078	ROUT CRACKS IN PORTLAND CEMENT CONCRETE FOR CRACK SEALANT INSTALLATION	LF	500
D079	INSTALL SILICONE JOINT SEALANT IN CONCRETE JOINTS AND/OR CRACKS	LF	1,500
D080	CONCRETE SPALL REPAIRS, ISOLATED, PATCH, LESS THAN 2SF	SF	10
D081	CONCRETE SPALL REPAIRS, CONTINUOUS, PATCH AREA OVER 2SF	SF	50
MISCELLANEOUS
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
D082	CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL	CSF	200
D083	INSTALL SAND FOR CONDUIT BEDDING	CY	100
D084	INSTALL NEW CMP CULVERT, UP TO 12" DIAMETER	LF	120
D085	INSTALL NEW CMP CULVERT, OVER 12" TO 24" DIA	LF	60
D086	INSTALL NEW CMP CULVERT, OVER 24" TO 36" DIA	LF	60
D087	INSTALL GEOTEXTILE FABRIC	SY	5,000
D088	INSTALL PETROLEUM RESISTANT SEAL COAT	SY	5,000
D089	PERFORM PETROLEUM CONTAMINATED SOIL TESTING	EA	20
D090	REMOVE, HAUL & DISPOSE OF PETROLEUM CONTAMINATED SOIL	CY	100
D091	INSTALL 4 OUTLET HBO TO INCLUDE WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK	EA	15
D092	INSTALL 2" PVC ELECTRICAL CONDUIT	LF	1,500
D093	INSTALL 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
D094	REMOVE 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
D095	APPLY MICROSURFACING SLURRY SEAL	SY	15,000
			Exhibit Line Item Grand Total:

Base Paving IDIQ

Option Year 4

DEMOLITION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
E001	SAWCUT NEW OR EXISTING ASPHALT, EXCLUDES JOINT CUTTING/ WIDENING	IN-FT	60,000
E002	SAWCUT NEW OR EXISTING PORTLAND CEMENT CONCRETE	IN-FT	15,000
E003	REMOVE EXISTING ASPHALT TO 3" INCHES THICK	SY	20,000
E004	REMOVE EXISTING ASPHALT OVER 3" TO 6" THICK	SY	20,000
E005	REMOVE EXISTING ASPHALT OVER 6" THICK	SY	500
E006	COLD-MILLING OF ASPHALT & HAUL TO GOVT STOCKPILE	SY-IN	15,000
E007	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, ISOLATED AREAS <400 SF	SY	45
E008	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, 6" OR LESS, LARGE AREAS >400SF	SY	1,000
E009	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", ISOLATED AREAS <400 SF	SY	45
E010	REMOVE EXISTING CONCRETE SLABS- UNREINFORCED, OVER 6", LARGE AREAS >400SF	SY	1,000
E011	ADDITIONAL REMOVAL COST FOR L/I'S 7-10 IF CONCRETE IS REINFORCED	SY	1,000
E012	REMOVE MISCELLANEOUS CONCRETE, UNREINFORCED	CY	1,000
E013	ADDITIONAL REMOVAL COST FOR L/I 12 IF CONCRETE IS REINFORCED	CY	500
E014	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
E015	REMOVE CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
E016	REMOVE CONCRETE SIDEWALK; TO 400SF	SF	5,000
E017	REMOVE CONCRETE SIDEWALK; OVER 400SF	SF	15,000
E018	REMOVE EXISTING CULVERT, TO 12"	LF	120
E019	REMOVE EXISTING CULVERT, OVER 12" TO 24"	LF	60
E020	REMOVE EXISTING CULVERT, OVER 24"	LF	60
E021	REMOVE W GUARDRAIL SECTION AND STEEL POST	LF	500
E022	REMOVAL OF PAVEMENT MARKINGS BY HIGH PRESSURE WATERBLASTING	SF	1,500
E023	REMOVE HBO TO INCLUDE SUPPORT POST, OUTLET(S), AND ASSOCIATED WIRING AND CONDUIT ALL THE WAY BACK TO CIRCUIT BREAKER PANEL	EA	15
SITE PREPARATION
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
E024	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL < 3,000CY	CY	8,000
E025	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; INCLUDES HAULING & ON-BASE DISPOSAL OVER 3,000CY	CY	10,000
E026	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED < 3,000CY	CY	5,000
E027	EXCAVATE EXISTING BASE, SUBBASE, STONE OR TOPSOIL; STOCKPILE ONSITE TO BE REUSED, OVER 3,000CY	CY	10,000
E028	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; TO 15,000 SY	SY	10,000
E029	SCARIFY, FINISH GRADE & COMPACT EXISTING BASE COURSE; OVER 15,000 SY	SY	20,000
E030	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT	CY	5,000
E031	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, < 3,000CY	CY	5,000
E032	REUSE EXISTING OR STOCKPILED ONSITE SUBBASE, STRUCTURAL FILL, INCLUDES PLACE, GRADE & COMPACT TO 100% DENSITY, OVER 3,000CY	CY	10,000
E033	NEW SUBBASE, RECYCLED ASPHALT FROM BASE STOCKPILE; INC. PLACE, GRADE & COMPACT	CY	5,000
E034	NEW BASE COURSE(D-1), INCLUDES SUPPLY, PLACE, FINISH GRADE & COMPACT	CY	10,000
E035	NEW BASE COURSE(RECYCLED ASPHALT FROM BASE STOCKPILE, PLACE, FINISH GRADE & COMPACT	CY	15,000
E036	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; TO 15,000SY	SY	5,000
E037	SCARIFY, FINISH, GRADE & COMPACT EXISTING BASE COURSE/SUBGRADE TO 100% DENSITY; OVER 15,000SY	SY	40,000
E038	NEW SUBBASE, STRUCTURAL FILL, INCLUDES SUPPLY, PLACE, GRADE & COMPACT TO 100% DENSITY	CY	2,000
E039	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY TO 2500 CY	CY	5,000
E040	NEW BASE COUSE (HIGH FRACTURE D-1), INCLUDES SUPPLY, PLACE, FINISH, GRADE & COMPACT TO 100% DENSITY OVER 2500 CY	CY	10,000
E041	PULVERIZE ASPHALT AND BASE COURSE IN PLACE TO 6", INCLUDES REGRADE AND COMPACT	SY	1,500
PAVING
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
E042	NEW ASPHALT PAVEMENT, INCLUDES SURFACE PREP AND COMPACTION.	TON	5,000
E043	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE TO 2500 TONS	TON	2,000
E044	NEW SBS MODIFIED ASPHALT INCLUDES SUPPLY, PLACE, AND GRADE OVER 2500 TONS	TON	10,000
E045	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
E046	CONSTRUCT CONCRETE SLABS- UNREINFORCED, TO 6" THICK, LARGE AREAS, >400SF	CY	100
E047	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, ISOLATED AREAS UP TO 400SF	CY	45
E048	CONSTRUCT CONCRETE SLABS- UNREINFORCED, OVER 6" THICK, LARGE AREAS, >400SF	CY	100
E049	INSTALL MISCELLANEOUS CONCRETE, INCLUDES FORMWORK AND FINISHING, UNREINFORCED	CY	150
E050	ADD STEEL REINFORCEMENT TO L/I'S 45-49, #4 TO #8 BARS	TON	5
E051	DOWELS SUPPLIED IN FORM EDGES OR DRILLED INTO EXISTING CONCRETE	EA	100
E052	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, ISOLATED, LENGTHS UNDER 20 LF	LF	200
E053	INSTALL CURB & GUTTER, CURB ONLY, OR VALLEY GUTTERS, CONTINUOUS, LENGTHS OVER 20 LF	LF	10,000
E054	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK TO 400SF	SF	5,000
E055	CONSTRUCT NEW FIBER REINFORCED CONCRETE SIDEWALK OVER 400SF	SF	15,000
E056	INSTALL SIDEWALK SPILLWAY	EA	10
E057	INSTALL ADA COMPLIANT HANDICAP CURB RAMP, INCLUDES FORMWORK,REINFORCED	EA	4
E058	SUPPLY HOTMIX ASPHALT. INCLUDES ONLY SUPPLY AND DELIVER. -- 5 TON MINIMUM	TON	250
E059	SUPPLY CONCRETE. INCLUDES ONLY SUPPLY AND DELIVER. -- 3 CY MINIMUM	CY	250
E060	SUPPLY CONCRETE PUMP TRUCK AND OPERATOR -- 3 HOUR MINIMUM	HR	10
FINISH WORK
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
E061	SAWCUT WIDENING OF PORTLAND CEMENT CONCRETE JOINT FOR JOINT SEALANT	LF	500
E062	CUT/WIDEN JOINTS IN ASPHALT FOR JOINT SEALANT	LF	20,000
E063	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; LESS THAN 10,000LF	LF	5,000
E064	INSTALL NEW HOT POUR JOINT SEALANT IN ASPHALTIC CEMENT CONCRETE INCLUDES BACKERROD/BOND BREAKER; 10,000LF MINIMUM	LF	20,000
E065	INSTALL PREFORMED JOINT SEAL IN CONCRETE	LF	500
E066	INSTALL TOPSOIL TO 6" DEPTH; INCLUDES SUPPLY, PLACE AND FINISH GRADE	SY	5,000
E067	INSTALL HYDROSEED MIX	SY	5,000
E068	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; UP TO 6" PIECES	CY	100
E069	INSTALL BULL ROCK OR RIP-RAP FOR EROSION CONTROL; 12"+ PIECES	CY	100
E070	NEW PAVEMENT MARKINGS, 4" LINES	LF	25,000
E071	NEW PAVEMENT MARKINGS 6" LINES	LF	150,000
E072	PAINT RUNWAY MARKINGS OTHER THAN 6" LINES	SF	175,000
E073	NEW PAVEMENT MARKINGS, ARROWS, ETC…	SF	2,500
MAINTENANCE
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
E074	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; TO 10,000LF	LF	5,000
E075	ROUT CRACKS IN ASPHALT FOR CRACK SEALANT INSTALLATION; OVER 10,000LF	LF	100,000
E076	HOT POUR ASPHALT CRACK SEALING; LESS THAN 10,000 LF	LF	5,000
E077	HOT POUR ASPHALT CRACK SEALING 10,000 LF MINIMUM	LF	100,000
E078	ROUT CRACKS IN PORTLAND CEMENT CONCRETE FOR CRACK SEALANT INSTALLATION	LF	500
E079	INSTALL SILICONE JOINT SEALANT IN CONCRETE JOINTS AND/OR CRACKS	LF	1,500
E080	CONCRETE SPALL REPAIRS, ISOLATED, PATCH, LESS THAN 2SF	SF	10
E081	CONCRETE SPALL REPAIRS, CONTINUOUS, PATCH AREA OVER 2SF	SF	50
MISCELLANEOUS
CLIN	DESCRIPTION	UNIT OF ISSUE	ESTIMATED QUANTITY	ESTIMATED UNIT PRICE	ESTIMATED TOTAL PRICE
E082	CLEARING AND GRUBBING, INCLUDES HAULING & DISPOSAL	CSF	200
E083	INSTALL SAND FOR CONDUIT BEDDING	CY	100
E084	INSTALL NEW CMP CULVERT, UP TO 12" DIAMETER	LF	120
E085	INSTALL NEW CMP CULVERT, OVER 12" TO 24" DIA	LF	60
E086	INSTALL NEW CMP CULVERT, OVER 24" TO 36" DIA	LF	60
E087	INSTALL GEOTEXTILE FABRIC	SY	5,000
E088	INSTALL PETROLEUM RESISTANT SEAL COAT	SY	5,000
E089	PERFORM PETROLEUM CONTAMINATED SOIL TESTING	EA	20
E090	REMOVE, HAUL & DISPOSE OF PETROLEUM CONTAMINATED SOIL	CY	100
E091	INSTALL 4 OUTLET HBO TO INCLUDE WIRING, JUNCTION BOX(S), METER(S), CIRCUIT BREAKER PANEL, AND ASSOCIATED CIRCUIT BREAKER WORK	EA	15
E092	INSTALL 2" PVC ELECTRICAL CONDUIT	LF	1,500
E093	INSTALL 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
E094	REMOVE 6" REFLECTIVE TAPE FOR TEMPORARY TAXIWAY MARKINGS	LF	1,000
E095	APPLY MICROSURFACING SLURRY SEAL	SY	15,000
			Exhibit Line Item Grand Total:

Base Paving IDIQ

Summary

Base Year	$0.00
Option Year 1	$0.00
Option Year 2	$0.00
Option Year 3	$0.00
Option Year 4	$0.00

GRAND TOTAL $0.00

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