JA-1 Offer Schedule.xls.xlsx
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- Eielson AFB, Base Paving IDIQ
- Solicitation number
- FA5004-12-R-C003
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Eielson AFB Paving IDIQ Amendment 0003 -- Revised Attachment JA-1 Offer Schedule
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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
&"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"Contract Number FA5004-09-D-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: |
JA-1
Base Paving IDIQ
Summary
| Base Year | $0.00 |
| Option Year 1 | $0.00 |
| Option Year 2 | $0.00 |
GRAND TOTAL $0.00
File details come from the government source that posted it. Updated .