The file's text, extracted by GovTribe without its formatting.
Section B - Supplies or Services and Prices
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
Paving IDIQ (Base Year)
FFP
Furnish all plant, labor, materials, and equipment, and perform all operations in connection with Paving (Indefinite Delivery Indefinite Quantity Contract), Eglin AFB FL in accordance with Specifications FTFA 08-1002, dated 07 Oct 07. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
Period of Performance is 365 calendar days after receipt of award.
FOB: Destination
SIGNAL CODE: A
MAX
NET AMT
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
| OPTION |
| Paving IDIQ (First Option Year) |
FFP
Furnish all plant, labor, materials, and equipment, and perform all operations in connection with Paving (Indefinite Delivery Indefinite Quantity Contract), Eglin AFB FL in accordance with Specifications FTFA 08-1002, dated 07 Oct 07. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
Period of Performance is 365 calendar days after expiration of base year.
MAX
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
| OPTION |
| Paving IDIQ (Second Option Year) |
FFP
Furnish all plant, labor, materials, and equipment, and perform all operations in connection with Paving (Indefinite Delivery Indefinite Quantity Contract), Eglin AFB FL in accordance with Specifications FTFA 08-1002, dated 07 Oct 07. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
Period of Performance is 365 calendar days after expiration of first option year.
MAX
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
| OPTION |
| Paving IDIQ (Third Option Year) |
FFP
Furnish all plant, labor, materials, and equipment, and perform all operations in connection with Paving (Indefinite Delivery Indefinite Quantity Contract), Eglin AFB FL in accordance with Specifications FTFA 08-1002, dated 07 Oct 07. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
Period of Performance is 365 calendar days after expiration of second option year.
MAX
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
| OPTION |
| Paving IDIQ (Fourth Option Year) |
FFP
Furnish all plant, labor, materials, and equipment, and perform all operations in connection with Paving (Indefinite Delivery Indefinite Quantity Contract), Eglin AFB FL in accordance with Specifications FTFA 08-1002, dated 07 Oct 07. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
Period of Performance is 365 calendar days after expiration of third option year.
MAX
CLAUSES INCORPORATED BY FULL TEXT
A201. LINE ITEMS
THE FOLLOWING CONTRACT LINE ITEMS AND PRICE SCHEDULES ARE FIRM FIXED PRICE: 0001 THROUGH 4058.
UNIT PRICE SCHEDULE
IDIQ Paving, FTFA 08-1002 BASIC YEAR QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| EST QTY |
| UNIT |
| UNIT PRICE |
| EST AMT |
| 0001AB |
| 2501-10000 |
| 3000 |
| SY |
| 0002AB |
| 2501-10000 |
| 3000 |
| SY |
| 0003 |
| FINE GRADING ROADS/PARK LOT |
| 0003AB |
| 2501-10000 |
| 3000 |
| SY |
| 0004 |
| FINE GRADING S/W & CART PATHS |
| 0005 |
| FIND GRADING SWALES/DRAINAGE |
| 0005AB |
| 2501-10000 |
| 3000 |
| SY |
| 0006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 0006AB |
| 2501-10000 |
| 3000 |
| SY |
| 0007 |
| COMP EXISTING SUBGRADE |
| 0008 |
| COMPACT OF FILL SUBRADE & BASE |
| 0009AB |
| 2501-10000 |
| 3000 |
| CY |
| 0010AA |
| EXCAVATION, HAND |
| 100 |
| CY |
| 0014AA |
| BITUM PRIME COAT |
| 800 |
| GAL |
| 0015AA |
| BITUM TACK COAT |
| 800 |
| GAL |
| 0016 |
| ASPHALT IN PLACE COMPACTED |
| 0016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 250 |
| TON |
| 0017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 0018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 0019 |
| ASPHALT FOR AIRFIELDS |
| 0019AB |
| 2001-6000 |
| 6000 |
| TON |
| 0020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 0021AA |
| UP TO 6" THICK |
| 100 |
| SY |
| 0021AB |
| 6-10" THICK |
| 100 |
| SY |
| 0021AC |
| GREATER THAN 10" THICK |
| 100 |
| SY |
| 0022 |
| REMOVE SIDEWALK 4" THICK |
| 0022AA |
| 4 FEET WIDE |
| 100 |
| SY |
| 0023 |
| INSTALL CONC S/W 4INCH THICK |
| 0024 |
| CONCRETE VEH PVMT 4" THICK |
| 0025 |
| CONCRETE VEH PVMT 5" THICK |
| 0027 |
| PCC PAVING 700 PSI FLEX 12" THICK |
| 0028 |
| EACH ADDITIONAL INCH |
| 0029 |
| EXPANSION JOINT MAT'L SILICONE |
| 0030 |
| PRE-FORMED ELASTOMERIC |
| 0031 |
| PAVEMENT MARKING PERM. REFLECTIVE |
| 0031AB |
| 2501-10000 |
| 7500 |
| SF |
| 0032 |
| PERMANENT NON-REFLECTIVE |
| 0032AB |
| 2501-10000 |
| 7500 |
| SF |
| 0033 |
| TEMPORARY REFLECTIVE |
| 0033AB |
| 2501-10000 |
| 7500 |
| SF |
| 0034 |
| TEMPORARY NON-REFLECTIVE |
| 0034AB |
| 2501-10000 |
| 7500 |
| SF |
| 0035 |
| MANHOLE COVER/DROP INLET COVER ADJUSMENT |
| 0035AA |
| MANHOLE COVER/DROP INLET COVER ADJUSTMENT |
| 10 |
| EA |
| 0036 |
| VALVE BOX ADJUSTMENT |
| 0036AA |
| VALVE BOX ADJUSTMENT |
| 10 |
| EA |
| 0037 |
| REFLECTIVE PAVEMENT MARKERS |
| 0037AA |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 0038AA |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 0039 |
| HEADWALL/DRAINAGE STRUCTURES |
| 0039AA |
| HEADWALL/DRAINAGE STRUCTURES |
| 200 |
| CY |
| 0040 |
| DRAINAGE PIPE, RCP, IN PLACE |
| 0041 |
| DRAINAGE PIPE, CMP, IN PLACE |
| 0042 |
| DRAINAGE PIPE, HDPE, IN PLACE |
| 0043 |
| DEMOLISH ASPHALT PAVEMENT |
| 0044 |
| TRAFFIC MARKING REMOVAL |
| 0044AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 0045 |
| TRAFFIC MARKING LAYOUT |
| 0045AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 0046AB |
| GREATER THAN 5" |
| 100 |
| LF |
| 0047AA |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 0048 |
| EROSION CONTROL – RIPRAP & FABRIC |
| 0048AA |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 0048AB |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 0049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 0049AA |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 0050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 0050AA |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 0051AA |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 0052AA |
| SEEDING/WATERING |
| 4000 |
| SY |
| 0053 |
| RUNWAY PAINT REMOVAL |
| 0053AB |
| 5001-15000 |
| 7500 |
| SF |
| 0054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 0054AA |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 10 |
| EA |
| 0055 |
| RUNWAY RUBBER REMOVAL |
| 0055AA |
| 0-200,000 |
| 150,000 |
| SF |
| 0055AB |
| 200,001-400,000 |
| 250,000 |
| SF |
| 0055AC |
| 400,001-600,000 |
| 450,000 |
| SF |
| 0055AD |
| RUBBERIZED TOPPING |
| 1000 |
| SF |
| 0056 |
| SHEET PILES (INSTALLED) |
| 0056AA |
| 10' Steel Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 0056AB |
| 10' Steel Sheet Pile Panels <301 |
| 325 |
| LF |
| 0056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 0056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 325 |
| LF |
| 0057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 0057AA |
| 10' Jersey Barriers 0-1000 (Installed) |
| 950 |
| LF |
| 0057AB |
| 10' Jersey Barriers 1001> (Installed) |
LF
| 0058 |
| NIGHT WORK/WEEKEND WORK |
| 0058AA |
| NIGHT WORK/WEEKEND WORK |
| _____% |
| JB |
TOTAL (CLINS 0001-0057AB) BASIC YEAR
BOND ____ %
TOTAL ESTIMATE
IDIQ Paving, FTFA 08-1002 OPTION YEAR 1 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| EST QTY |
| UNIT |
| UNIT PRICE |
| EST AMT |
| 1001AB |
| 2501-10000 |
| 3000 |
| SY |
| 1002AB |
| 2501-10000 |
| 3000 |
| SY |
| 1003 |
| FINE GRADING ROADS/PARK LOT |
| 1003AB |
| 2501-10000 |
| 3000 |
| SY |
| 1004 |
| FINE GRADING S/W & CART PATHS |
| 1005 |
| FIND GRADING SWALES/DRAINAGE |
| 1005AB |
| 2501-10000 |
| 3000 |
| SY |
| 1006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 1006AB |
| 2501-10000 |
| 3000 |
| SY |
| 1007 |
| COMP EXISTING SUBGRADE |
| 1008 |
| COMPACT OF FILL SUBRADE & BASE |
| 1009AB |
| 2501-10000 |
| 3000 |
| CY |
| 1010AA |
| EXCAVATION, HAND |
| 100 |
| CY |
| 1014AA |
| BITUM PRIME COAT |
| 800 |
| GAL |
| 1015AA |
| BITUM TACK COAT |
| 800 |
| GAL |
| 1016 |
| ASPHALT IN PLACE COMPACTED |
| 1016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 250 |
| TON |
| 1017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 1018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 1019 |
| ASPHALT FOR AIRFIELDS |
| 1019AB |
| 2001-6000 |
| 6000 |
| TON |
| 1020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 1021AA |
| UP TO 6" THICK |
| 100 |
| SY |
| 1021AB |
| 6-10" THICK |
| 100 |
| SY |
| 1021AC |
| GREATER THAN 10" THICK |
| 100 |
| SY |
| 1022 |
| REMOVE SIDEWALK 4" THICK |
| 1022AA |
| 4 FEET WIDE |
| 100 |
| SY |
| 1023 |
| INSTALL CONC S/W 4INCH THICK |
| 1024 |
| CONCRETE VEH PVMT 4" THICK |
| 1025 |
| CONCRETE VEH PVMT 5" THICK |
| 1027 |
| PCC PAVING 700 PSI FLEX 12" THICK |
| 1028 |
| EACH ADDITIONAL INCH |
| 1029 |
| EXPANSION JOINT MAT'L SILICONE |
| 1030 |
| PRE-FORMED ELASTOMERIC |
| 1031 |
| PAVEMENT MARKING PERM. REFLECTIVE |
| 1031AB |
| 2501-10000 |
| 7500 |
| SF |
| 1032 |
| PERMANENT NON-REFLECTIVE |
| 1032AB |
| 2501-10000 |
| 7500 |
| SF |
| 1033 |
| TEMPORARY REFLECTIVE |
| 1033AB |
| 2501-10000 |
| 7500 |
| SF |
| 1034 |
| TEMPORARY NON-REFLECTIVE |
| 1034AB |
| 2501-10000 |
| 7500 |
| SF |
| 1035 |
| MANHOLE COVER/DROP INLET COVER ADJUSMENT |
| 10035AA |
| MANHOLE COVER/DROP INLET COVER ADJUSTMENT |
| 10 |
| EA |
| 1036 |
| VALVE BOX ADJUSTMENT |
| 1036AA |
| VALVE BOX ADJUSTMENT |
| 10 |
| EA |
| 1037 |
| REFLECTIVE PAVEMENT MARKERS |
| 1037AA |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 1038AA |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 1039 |
| HEADWALL/DRAINAGE STRUCTURES |
| 1039AA |
| HEADWALL/DRAINAGE STRUCTURES |
| 200 |
| CY |
| 1040 |
| DRAINAGE PIPE, RCP, IN PLACE |
| 1041 |
| DRAINAGE PIPE, CMP, IN PLACE |
| 1042 |
| DRAINAGE PIPE, HDPE, IN PLACE |
| 1043 |
| DEMOLISH ASPHALT PAVEMENT |
| 1044 |
| TRAFFIC MARKING REMOVAL |
| 1044AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 1045 |
| TRAFFIC MARKING LAYOUT |
| 1045AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 1046AB |
| GREATER THAN 5" |
| 100 |
| LF |
| 1047AA |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 1048 |
| EROSION CONTROL – RIPRAP & FABRIC |
| 1048AA |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 1048AB |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 1049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 1049AA |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 1050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 1050AA |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 1051AA |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 1052AA |
| SEEDING/WATERING |
| 4000 |
| SY |
| 1053 |
| RUNWAY PAINT REMOVAL |
| 1053AB |
| 5001-15000 |
| 7500 |
| SF |
| 1054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 1054AA |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 10 |
| EA |
| 1055 |
| RUNWAY RUBBER REMOVAL |
| 1055AA |
| 0-200,000 |
| 150,000 |
| SF |
| 1055AB |
| 200,001-400,000 |
| 250,000 |
| SF |
| 1055AC |
| 400,001-600,000 |
| 450,000 |
| SF |
| 1055AD |
| RUBBERIZED TOPPING |
| 1000 |
| SF |
| 1056 |
| SHEET PILES (INSTALLED) |
| 1056AA |
| 10' Steel Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 1056AB |
| 10' Steel Sheet Pile Panels <301 |
| 325 |
| LF |
| 1056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 1056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 325 |
| LF |
| 1057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 1057AA |
| 10' Jersey Barriers 0-1000 (Installed) |
| 950 |
| LF |
| 1057AB |
| 10' Jersey Barriers 1001> (Installed) |
LF
| 1058 |
| NIGHT WORK/WEEKEND WORK |
| 1058AA |
| NIGHT WORK/WEEKEND WORK |
| _____% |
| JB |
TOTAL (CLINS 0001-0057AB) BASIC YEAR
BOND ____ %
TOTAL ESTIMATE
IDIQ Paving, FTFA 08-1002 OPTION YEAR 2 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| EST QTY |
| UNIT |
| UNIT PRICE |
| EST AMT |
| 2001AB |
| 2501-10000 |
| 3000 |
| SY |
| 2002AB |
| 2501-10000 |
| 3000 |
| SY |
| 2003 |
| FINE GRADING ROADS/PARK LOT |
| 2003AB |
| 2501-10000 |
| 3000 |
| SY |
| 2004 |
| FINE GRADING S/W & CART PATHS |
| 2005 |
| FIND GRADING SWALES/DRAINAGE |
| 2005AB |
| 2501-10000 |
| 3000 |
| SY |
| 2006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 2006AB |
| 2501-10000 |
| 3000 |
| SY |
| 2007 |
| COMP EXISTING SUBGRADE |
| 2008 |
| COMPACT OF FILL SUBRADE & BASE |
| 2009AB |
| 2501-10000 |
| 3000 |
| CY |
| 2010AA |
| EXCAVATION, HAND |
| 100 |
| CY |
| 2014AA |
| BITUM PRIME COAT |
| 800 |
| GAL |
| 2015AA |
| BITUM TACK COAT |
| 800 |
| GAL |
| 2016 |
| ASPHALT IN PLACE COMPACTED |
| 2016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 250 |
| TON |
| 2017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 2018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 2019 |
| ASPHALT FOR AIRFIELDS |
| 2019AB |
| 2001-6000 |
| 6000 |
| TON |
| 2020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 2021AA |
| UP TO 6" THICK |
| 100 |
| SY |
| 2021AB |
| 6-10" THICK |
| 100 |
| SY |
| 2021AC |
| GREATER THAN 10" THICK |
| 100 |
| SY |
| 2022 |
| REMOVE SIDEWALK 4" THICK |
| 2022AA |
| 4 FEET WIDE |
| 100 |
| SY |
| 2023 |
| INSTALL CONC S/W 4INCH THICK |
| 2024 |
| CONCRETE VEH PVMT 4" THICK |
| 2025 |
| CONCRETE VEH PVMT 5" THICK |
| 2027 |
| PCC PAVING 700 PSI FLEX 12" THICK |
| 2028 |
| EACH ADDITIONAL INCH |
| 2029 |
| EXPANSION JOINT MAT'L SILICONE |
| 2030 |
| PRE-FORMED ELASTOMERIC |
| 2031 |
| PAVEMENT MARKING PERM. REFLECTIVE |
| 2031AB |
| 2501-10000 |
| 7500 |
| SF |
| 2032 |
| PERMANENT NON-REFLECTIVE |
| 2032AB |
| 2501-10000 |
| 7500 |
| SF |
| 2033 |
| TEMPORARY REFLECTIVE |
| 2033AB |
| 2501-10000 |
| 7500 |
| SF |
| 2034 |
| TEMPORARY NON-REFLECTIVE |
| 2034AB |
| 2501-10000 |
| 7500 |
| SF |
| 2035 |
| MANHOLE COVER/DROP INLET COVER ADJUSMENT |
| 20035AA |
| MANHOLE COVER/DROP INLET COVER ADJUSTMENT |
| 10 |
| EA |
| 2036 |
| VALVE BOX ADJUSTMENT |
| 2036AA |
| VALVE BOX ADJUSTMENT |
| 10 |
| EA |
| 2037 |
| REFLECTIVE PAVEMENT MARKERS |
| 2037AA |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 2038AA |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 2039 |
| HEADWALL/DRAINAGE STRUCTURES |
| 2039AA |
| HEADWALL/DRAINAGE STRUCTURES |
| 200 |
| CY |
| 2040 |
| DRAINAGE PIPE, RCP, IN PLACE |
| 2041 |
| DRAINAGE PIPE, CMP, IN PLACE |
| 2042 |
| DRAINAGE PIPE, HDPE, IN PLACE |
| 2043 |
| DEMOLISH ASPHALT PAVEMENT |
| 2044 |
| TRAFFIC MARKING REMOVAL |
| 2044AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 2045 |
| TRAFFIC MARKING LAYOUT |
| 2045AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 2046AB |
| GREATER THAN 5" |
| 100 |
| LF |
| 2047AA |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 2048 |
| EROSION CONTROL – RIPRAP & FABRIC |
| 2048AA |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 2048AB |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 2049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 2049AA |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 2050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 2050AA |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 2051AA |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 2052AA |
| SEEDING/WATERING |
| 4000 |
| SY |
| 2053 |
| RUNWAY PAINT REMOVAL |
| 2053AB |
| 5001-15000 |
| 7500 |
| SF |
| 2054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 2054AA |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 10 |
| EA |
| 2055 |
| RUNWAY RUBBER REMOVAL |
| 2055AA |
| 0-200,000 |
| 150,000 |
| SF |
| 2055AB |
| 200,001-400,000 |
| 250,000 |
| SF |
| 2055AC |
| 400,001-600,000 |
| 450,000 |
| SF |
| 2055AD |
| RUBBERIZED TOPPING |
| 1000 |
| SF |
| 2056 |
| SHEET PILES (INSTALLED) |
| 2056AA |
| 10' Steel Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 2056AB |
| 10' Steel Sheet Pile Panels <301 |
| 325 |
| LF |
| 2056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 2056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 325 |
| LF |
| 2057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 2057AA |
| 10' Jersey Barriers 0-1000 (Installed) |
| 950 |
| LF |
| 2057AB |
| 10' Jersey Barriers 1001> (Installed) |
LF
| 2058 |
| NIGHT WORK/WEEKEND WORK |
| 2058AA |
| NIGHT WORK/WEEKEND WORK |
| _____% |
| JB |
TOTAL (CLINS 0001-0057AB) BASIC YEAR
BOND ____ %
TOTAL ESTIMATE
IDIQ Paving, FTFA 08-1002 OPTION YEAR 3 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| EST QTY |
| UNIT |
| UNIT PRICE |
| EST AMT |
| 3001AB |
| 2501-10000 |
| 3000 |
| SY |
| 3002AB |
| 2501-10000 |
| 3000 |
| SY |
| 3003 |
| FINE GRADING ROADS/PARK LOT |
| 3003AB |
| 2501-10000 |
| 3000 |
| SY |
| 3004 |
| FINE GRADING S/W & CART PATHS |
| 3005 |
| FIND GRADING SWALES/DRAINAGE |
| 3005AB |
| 2501-10000 |
| 3000 |
| SY |
| 3006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 3006AB |
| 2501-10000 |
| 3000 |
| SY |
| 3007 |
| COMP EXISTING SUBGRADE |
| 3008 |
| COMPACT OF FILL SUBRADE & BASE |
| 3009AB |
| 2501-10000 |
| 3000 |
| CY |
| 3010AA |
| EXCAVATION, HAND |
| 100 |
| CY |
| 3014AA |
| BITUM PRIME COAT |
| 800 |
| GAL |
| 3015AA |
| BITUM TACK COAT |
| 800 |
| GAL |
| 3016 |
| ASPHALT IN PLACE COMPACTED |
| 3016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 250 |
| TON |
| 3017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 3018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 3019 |
| ASPHALT FOR AIRFIELDS |
| 3019AB |
| 2001-6000 |
| 6000 |
| TON |
| 3020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 3021AA |
| UP TO 6" THICK |
| 100 |
| SY |
| 3021AB |
| 6-10" THICK |
| 100 |
| SY |
| 3021AC |
| GREATER THAN 10" THICK |
| 100 |
| SY |
| 3022 |
| REMOVE SIDEWALK 4" THICK |
| 3022AA |
| 4 FEET WIDE |
| 100 |
| SY |
| 3023 |
| INSTALL CONC S/W 4INCH THICK |
| 3024 |
| CONCRETE VEH PVMT 4" THICK |
| 3025 |
| CONCRETE VEH PVMT 5" THICK |
| 3027 |
| PCC PAVING 700 PSI FLEX 12" THICK |
| 3028 |
| EACH ADDITIONAL INCH |
| 3029 |
| EXPANSION JOINT MAT'L SILICONE |
| 3030 |
| PRE-FORMED ELASTOMERIC |
| 3031 |
| PAVEMENT MARKING PERM. REFLECTIVE |
| 3031AB |
| 2501-10000 |
| 7500 |
| SF |
| 3032 |
| PERMANENT NON-REFLECTIVE |
| 3032AB |
| 2501-10000 |
| 7500 |
| SF |
| 3033 |
| TEMPORARY REFLECTIVE |
| 3033AB |
| 2501-10000 |
| 7500 |
| SF |
| 3034 |
| TEMPORARY NON-REFLECTIVE |
| 3034AB |
| 2501-10000 |
| 7500 |
| SF |
| 3035 |
| MANHOLE COVER/DROP INLET COVER ADJUSMENT |
| 30035AA |
| MANHOLE COVER/DROP INLET COVER ADJUSTMENT |
| 10 |
| EA |
| 3036 |
| VALVE BOX ADJUSTMENT |
| 3036AA |
| VALVE BOX ADJUSTMENT |
| 10 |
| EA |
| 3037 |
| REFLECTIVE PAVEMENT MARKERS |
| 3037AA |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 3038AA |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 3039 |
| HEADWALL/DRAINAGE STRUCTURES |
| 3039AA |
| HEADWALL/DRAINAGE STRUCTURES |
| 200 |
| CY |
| 3040 |
| DRAINAGE PIPE, RCP, IN PLACE |
| 3041 |
| DRAINAGE PIPE, CMP, IN PLACE |
| 3042 |
| DRAINAGE PIPE, HDPE, IN PLACE |
| 3043 |
| DEMOLISH ASPHALT PAVEMENT |
| 3044 |
| TRAFFIC MARKING REMOVAL |
| 3044AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 3045 |
| TRAFFIC MARKING LAYOUT |
| 3045AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 3046AB |
| GREATER THAN 5" |
| 100 |
| LF |
| 3047AA |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 3048 |
| EROSION CONTROL – RIPRAP & FABRIC |
| 3048AA |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 3048AB |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 3049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 3049AA |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 3050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 3050AA |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 3051AA |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 3052AA |
| SEEDING/WATERING |
| 4000 |
| SY |
| 3053 |
| RUNWAY PAINT REMOVAL |
| 3053AB |
| 5001-15000 |
| 7500 |
| SF |
| 3054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 3054AA |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 10 |
| EA |
| 3055 |
| RUNWAY RUBBER REMOVAL |
| 3055AA |
| 0-200,000 |
| 150,000 |
| SF |
| 3055AB |
| 200,001-400,000 |
| 250,000 |
| SF |
| 3055AC |
| 400,001-600,000 |
| 450,000 |
| SF |
| 3055AD |
| RUBBERIZED TOPPING |
| 1000 |
| SF |
| 3056 |
| SHEET PILES (INSTALLED) |
| 3056AA |
| 10' Steel Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 3056AB |
| 10' Steel Sheet Pile Panels <301 |
| 325 |
| LF |
| 3056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 3056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 325 |
| LF |
| 3057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 3057AA |
| 10' Jersey Barriers 0-1000 (Installed) |
| 950 |
| LF |
| 3057AB |
| 10' Jersey Barriers 1001> (Installed) |
LF
| 3058 |
| NIGHT WORK/WEEKEND WORK |
| 3058AA |
| NIGHT WORK/WEEKEND WORK |
| _____% |
| JB |
TOTAL (CLINS 0001-0057AB) BASIC YEAR
BOND ____ %
TOTAL ESTIMATE
IDIQ Paving, FTFA 08-1002 OPTION 4 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| EST QTY |
| UNIT |
| UNIT PRICE |
| EST AMT |
| 4001AB |
| 2501-10000 |
| 3000 |
| SY |
| 4002AB |
| 2501-10000 |
| 3000 |
| SY |
| 4003 |
| FINE GRADING ROADS/PARK LOT |
| 4003AB |
| 2501-10000 |
| 3000 |
| SY |
| 4004 |
| FINE GRADING S/W & CART PATHS |
| 4005 |
| FIND GRADING SWALES/DRAINAGE |
| 4005AB |
| 2501-10000 |
| 3000 |
| SY |
| 4006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 4006AB |
| 2501-10000 |
| 3000 |
| SY |
| 4007 |
| COMP EXISTING SUBGRADE |
| 4008 |
| COMPACT OF FILL SUBRADE & BASE |
| 4009AB |
| 2501-10000 |
| 3000 |
| CY |
| 4010AA |
| EXCAVATION, HAND |
| 100 |
| CY |
| 4014AA |
| BITUM PRIME COAT |
| 800 |
| GAL |
| 4015AA |
| BITUM TACK COAT |
| 800 |
| GAL |
| 4016 |
| ASPHALT IN PLACE COMPACTED |
| 4016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 250 |
| TON |
| 4017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 4018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 4019 |
| ASPHALT FOR AIRFIELDS |
| 4019AB |
| 2001-6000 |
| 6000 |
| TON |
| 4020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 4021AA |
| UP TO 6" THICK |
| 100 |
| SY |
| 4021AB |
| 6-10" THICK |
| 100 |
| SY |
| 4021AC |
| GREATER THAN 10" THICK |
| 100 |
| SY |
| 4022 |
| REMOVE SIDEWALK 4" THICK |
| 4022AA |
| 4 FEET WIDE |
| 100 |
| SY |
| 4023 |
| INSTALL CONC S/W 4INCH THICK |
| 4024 |
| CONCRETE VEH PVMT 4" THICK |
| 4025 |
| CONCRETE VEH PVMT 5" THICK |
| 4027 |
| PCC PAVING 700 PSI FLEX 12" THICK |
| 4028 |
| EACH ADDITIONAL INCH |
| 4029 |
| EXPANSION JOINT MAT'L SILICONE |
| 4030 |
| PRE-FORMED ELASTOMERIC |
| 4031 |
| PAVEMENT MARKING PERM. REFLECTIVE |
| 4031AB |
| 2501-10000 |
| 7500 |
| SF |
| 4032 |
| PERMANENT NON-REFLECTIVE |
| 4032AB |
| 2501-10000 |
| 7500 |
| SF |
| 4033 |
| TEMPORARY REFLECTIVE |
| 4033AB |
| 2501-10000 |
| 7500 |
| SF |
| 4034 |
| TEMPORARY NON-REFLECTIVE |
| 4034AB |
| 2501-10000 |
| 7500 |
| SF |
| 4035 |
| MANHOLE COVER/DROP INLET COVER ADJUSMENT |
| 40035AA |
| MANHOLE COVER/DROP INLET COVER ADJUSTMENT |
| 10 |
| EA |
| 4036 |
| VALVE BOX ADJUSTMENT |
| 4036AA |
| VALVE BOX ADJUSTMENT |
| 10 |
| EA |
| 4037 |
| REFLECTIVE PAVEMENT MARKERS |
| 4037AA |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 4038AA |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 4039 |
| HEADWALL/DRAINAGE STRUCTURES |
| 4039AA |
| HEADWALL/DRAINAGE STRUCTURES |
| 200 |
| CY |
| 4040 |
| DRAINAGE PIPE, RCP, IN PLACE |
| 4041 |
| DRAINAGE PIPE, CMP, IN PLACE |
| 4042 |
| DRAINAGE PIPE, HDPE, IN PLACE |
| 4043 |
| DEMOLISH ASPHALT PAVEMENT |
| 4044 |
| TRAFFIC MARKING REMOVAL |
| 4044AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 4045 |
| TRAFFIC MARKING LAYOUT |
| 4045AC |
| 7501 - AND GREATER |
| 8000 |
| SF |
| 4046AB |
| GREATER THAN 5" |
| 100 |
| LF |
| 4047AA |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 4048 |
| EROSION CONTROL – RIPRAP & FABRIC |
| 4048AA |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 4048AB |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 4049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 4049AA |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 4050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 4050AA |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 4051AA |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 4052AA |
| SEEDING/WATERING |
| 4000 |
| SY |
| 4053 |
| RUNWAY PAINT REMOVAL |
| 4053AB |
| 5001-15000 |
| 7500 |
| SF |
| 4054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 4054AA |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE JUNCTION BLOCKS |
| 10 |
| EA |
| 4055 |
| RUNWAY RUBBER REMOVAL |
| 4055AA |
| 0-200,000 |
| 150,000 |
| SF |
| 4055AB |
| 200,001-400,000 |
| 250,000 |
| SF |
| 4055AC |
| 400,001-600,000 |
| 450,000 |
| SF |
| 4055AD |
| RUBBERIZED TOPPING |
| 1000 |
| SF |
| 4056 |
| SHEET PILES (INSTALLED) |
| 4056AA |
| 10' Steel Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 4056AB |
| 10' Steel Sheet Pile Panels <301 |
| 325 |
| LF |
| 4056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 250 |
| LF |
| 4056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 325 |
| LF |
| 4057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 4057AA |
| 10' Jersey Barriers 0-1000 (Installed) |
| 950 |
| LF |
| 4057AB |
| 10' Jersey Barriers 1001> (Installed) |
LF
| 4058 |
| NIGHT WORK/WEEKEND WORK |
| 4058AA |
| NIGHT WORK/WEEKEND WORK |
| _____% |
| JB |
TOTAL (CLINS 0001-0057AB) BASIC YEAR
BOND ____ %
TOTAL ESTIMATE
Cummulative Total
(Base plus option years):
Section C - Descriptions and Specifications
| C-1 |
| SPECIFICATIONS, STANDARDS AND DRAWINGS (IAW FAR 11.201) |
Specifications, standards or drawings (as applicable) are furnished/listed below:
ITEM NR SPECIFICATIONS, STANDARDS AND/OR ATTACHMENTS
SEE SECTION J
Section E - Inspection and Acceptance
CLAUSES INCORPORATED BY REFERENCE
| 52.246-12 |
| Inspection of Construction |
| AUG 1996 |
| 52.246-13 |
| Inspection--Dismantling, Demolition, or Removal of Improvements |
| AUG 1996 |
Section F - Deliveries or Performance
CLAUSES INCORPORATED BY REFERENCE
| 52.247-34 |
| F.O.B. Destination |
| NOV 1991 |
52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)
The Contractor shall be required to (a) commence work under this contract within time specified in individual delivery orders issued hereunder calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than time specified in individual delivery orders issued hereunder. The time stated for completion shall include final cleanup of the premises.
(End of clause)
52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)
(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $239.43 for each calendar day of delay for each performance period stated in individual delivery orders issued hereunder until the work is completed or accepted.
(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.
(End of clause)
Section H - Special Contract Requirements
CLAUSES INCORPORATED BY FULL TEXT
| H-025 |
| INCORPORATION OF SECTION K |
| OCT 1998 |
Section K of the solicitation is hereby incorporated by reference.
| H-800 |
| IMPLEMENTATION OF WARRANTY–CONSTRUCTION |
| JAN 2000 |
(a) Any manufacturer’s warranties which extend beyond or in addition to the normal one year warranty required by FAR 52.246-21 shall be furnished to the government in their entirety, including the names of vendors responsible for servicing these warranties.
(b) Prior to final acceptance of the work covered by this contract, the contractor shall furnish in writing to the Contracting Officer a list of all items of equipment furnished. This list will be accompanied by the applicable warranty documentation. This list shall include;
(i) Nomenclature of the item, type and serial number where applicable, and name and address of the manufacturer.
(ii) Cost
(iii) Period of warranty
(iv) Name, address and telephone number of the subcontractor or supplier
(v) Name, address and telephone number of the servicing agency that will be responsible for the warranty service.
| H-801 |
| MEDICAL INFORMATION |
| JAN 2000 |
The name of the Contractor’s physician(s) and preferred hospital (for use in the event of industrial injury of employees) shall be posted by the Contractor at the site of the work in a prominent place where it can easily be seen by the workers. This information shall also be furnished to the Director of Base Medical Services, 96 MDG/SG, Eglin AFB FL 32542-5300.
| H-803 |
| INSPECTION AND SURVEILLANCE |
| JAN 2000 |
The Director, Civil Engineering, Eglin Air Force Base, Florida, is designated as the representative of the Contracting Officer for the purpose of surveillance and inspection of performance of work under this contract. This designation does not include authority to direct or authorize the Contractor to make changes in the scope or terms of the contract without the written authority of the Contracting Officer. Contractor shall notify Construction Management Branch, 96 CEG/CEOC, Nick D’Aquila, telephone 883-1336, at least 24 hours in advance of the date work will commence under this contract; contractor shall also notify that office at earliest possible time of anticipated absence(s) from the job site.
| H-807 |
| ON-BASE PERFORMANCE |
| JAN 2000 |
(a) Work on this project shall be accomplished during normal hours, which are 7:00 AM to 3:30 PM, Monday through Friday, except legal holidays. Any work desired to be accomplished during other than the normal hours will require prior approval of the Contracting Officer. The Contractor must submit a written request to the Contracting Officer.
(b) The Contractor’s performance may be interrupted from time to time because of high priority mission schedules. For each calendar day and/or portion of a calendar day that the contractor is removed from the job site, the contract schedule will be adjusted by one (1) calendar day.
(c) If building remains occupied throughout construction, special provisions apply as follows: This will be identified on each individual delivery order issues hereunder.
| H-810 |
| HURRICANE SEASON |
| JAN 2000 |
Hurricane season for the state of Florida is normally the period from 01 June through 30 November. During an actual hurricane, tropical storm or tropical depression condition, you may be contacted by the contracting office and requested to secure equipment, clean up your work area and properly protect stored materials. In accordance with the contract clause FAR 52.236-9, “Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvements” and FAR 52.236-12 “Cleaning Up,” you should keep this in mind and maintain your work area free from debris and in a safe and secure condition at the completion of each work day. A duty is imposed on the Contractor to monitor local weather conditions, weather bulletins and base closure information in the local media. The Contractor must contact the Contract Administrator with a report of conditions adversely affecting the construction site.
| H-811 |
| CONSTRUCTION PERMITS |
| JUL 2001 |
Contractor shall obtain a construction permit for any construction work on Eglin Air Force Base. An AF Form 103 “Base Civil Engineering Work Clearance Request” must be submitted with all required signatures, to the Contract Inspector prior to beginning of performance on the job site. No work shall begin until approval of the AF Form 103 has been granted.
| H-813 |
| ENVIRONMENTAL INSURANCE REQUIREMENTS |
| JAN 2000 |
The Contractor shall, at its own expense, provide and maintain insurance during the entire performance period of this contract which specifically provides coverage for environmental damages with a minimum amount of $1,000,000.00 per occurrence.
All reasonable required amounts of water and electric power will be made available to the Contractor by the Government without cost to the Contractor.
| H-818 |
| UTILITY OUTAGES |
| JAN 2000 |
Contractor shall notify the Contracting Officer’s Representative (COR) in writing two weeks prior to any utility outage anticipated during the performance of this contract.
| H-819 |
| NO UTILITIES |
| JAN 2000 |
Power and water are not available at the job site, nor will they be made available by the Government. Contractor is responsible for providing temporary lighting for working at night, portable generators, and portable water.
| H-820 |
| SALVAGE MATERIALS |
| JAN 2000 |
(a) All items of Government property indicated on the drawings or in the specifications to be removed and disposed of by the contractor shall become the property of the contractor and shall be removed promptly from the Eglin AFB Reservation and legally disposed of EXCEPT items identified on individual task orders issued hereunder.
(b) Contractors are encouraged to recycle salvage materials when possible. Contact the Eglin Recycling Center, 850-882-7744, Ext. 624, for assistance.
| H-825 |
| ASBESTOS REMOVAL REQUIREMENTS |
| OCT 1992 |
The contractor shall comply with the applicable requirements of 29 CFR 1910.1001 and 40 CFR 61, Subparts A and M and with laws, ordinances, rules and regulations of federal, state, and local authorities regarding handling, transporting, and disposing of asbestos waste materials. Where the requirements of this specification and referenced documents vary, the most stringent requirements shall apply.
| H-829 |
| HAZARDOUS WASTE REMOVAL |
| JAN 2000 |
The Contractor shall dispose of all hazardous waste in accordance with all applicable local, federal and state environmental laws and regulations, including but not limited to 40 CFR 260-268, Hazardous Waste Management, and Rule 17-30 Florida Administrative Code. The Contractor shall assume the responsibility of determining what constitutes “hazardous waste” and complying with all environmental laws and regulations governing its removal.
| H-833 |
| INDEFINITE QUANTITY CONTRACTS |
| JAN 2000 |
The Government hereby obligates itself to order a minimum of $5,000.00 in services during the period of the contract. Individual orders, not to exceed $6,000,000.00 each, may be negotiated hereunder. The maximum cumulative value of all orders hereunder shall not exceed $50,000,000 aggregate.
| H-837 |
| DAILY REPORT TO INSPECTOR |
| JAN 2000 |
(a) The Contractor shall submit a Daily Report to 96 CEG/CEOM inspector, Harold Cuthriell on AAC Form 3 or 4003. The report shall include weather conditions, work accomplished, test accomplished, test reports, delays and discrepancies.
(b) The report to the inspector shall be the original signed by the contractor or his superintendent and turned into 96 CEG/CEOM inspector, Harold Cuthriell by 12:00 noon the following work day.
| H-841 |
| SUPERINTENDENT ESCORT |
| JAN 2002 |
Upon notification of award, the Prime Contractor must identify a superintendent and alternate for this contract and job site. The full name, home address, SSN#, date of birth, state driver’s license #, days/hours of access required, and consent to a background check for security purposes of each such employee shall be required. The Prime Contractor’s superintendent and/or alternate shall be accountable for all individuals escorted onto the installation. These individuals shall be responsible for escorting new employees to Pass and I.D. where they may apply for and hopefully be issued their contractor badges. In the case of those employees who are only needed for a short duration of time and who will not require a badge, the escort must maintain accountability of these individuals at all times while on the installation. The privilege of a potential employee being allowed access should be considered in all hiring and subcontracting decisions. The U.S. Air Force will not be responsible or liable for any costs or delays that a contractor incurs due to a contractor’s employee being denied access to Eglin AFB. Further, any failure of the superintendent or alternate to comply with any of these requirements shall result in the revocation of escort authority and will not be an excuse or defense for any damages, including liquidated damages that might be assessed by the contracting officer. The Superintendent and/or alternate shall be responsible for collecting badges/PVC cards from all employees upon completion of the project/contract or termination of service. Prior to final payment the Superintendent must provide proof to the contracting officer of collection/turn-in of all badges for employees granted base access in support of this project/job.
| H-846 |
| INSURANCE CLAUSE IMPLEMENTATION |
| MAR 2004 |
The Contractor shall obtain and maintain the minimum kinds and amounts of insurance during performance of this contract as specified in FAR Sub Part 28.3.
| H-853 |
| Conformance with Environmental Management Systems (Pollution Prevention and Right-to-Know Information) |
| APR 2008 |
1. Contractors shall provide a list of toxic and hazard chemicals to the Facility Hazardous Materials Cell, 96 CEG/CEVCP, 850-882-4677 before bringing any material onto the facility. This list shall consist of the material name, manufacturer name and address, quantity and size of the materials. This list may be in Microsoft Word or Excel. Updates of this list shall be submitted quarterly to the above office.
2. The Contractor shall perform work under this contract consistent with the relevant policy and objectives identified in the agency, organizational, or facility environmental management system (EMS) applicable for your contract. The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs and Operational Controls identified by the agency, organizational, or facility EMS, and provide monitoring and measurement information as necessary for the organization to address environmental performance relative to the environmental, energy, and transportation management goals. In the event an environmental nonconformance or noncompliance associated with the contracted services is identified, the contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the Contractor shall respond and take corrective action immediately. In the case of a nonconformance, the Contractor shall respond and take corrective action based on the time schedule established by the EMS Site Coordinator, 96 CEG/CEVCP, 850-882-7684. In addition, the Contractor shall ensure that their employees are aware of the roles and responsibilities identified by the environmental management system and how these requirements affect their work performed under this contract.
3. All on-site contractor personnel shall complete facility sponsored environmental training specific to the facility. The facility training will take approximately thirty minutes to accomplish. The training must be completed within 90 days of the contractor employee being work on the installation. The method of train can be video or my seminar presentations. Documentation of the training will be provided to EMS Coordinator, 96 CEG/CEVCP, 850-882-7684. Upon contract award, the Contracting Officer's Representative will notify the facility-level Environmental Management Systems Coordinator, 96 CEG/CEVCP, 850-882-7684 to arrange EMS training for appropriate staff.
(a) Within the time period specified by the Contracting Officer, the offeror shall furnish two bonds each with surety or sureties acceptable to the Government in the form of a Performance Bond (Standard Form 25) and a Payment Bond (Standard Form 25A). The penal sums of such bonds shall be as follows:
(1) Bid Bonds. Each bidder shall submit WITH THEIR BID a Bid Bond (Standard Form 24) with a surety or sureties acceptable to the Government, or other security in the form of twenty percent (20%) of the bid price but shall not exceed $3,000,000. The Bid Bond amount shall be expressed either as a percentage of the bid price or in dollars and cents.
(2) Performance Bond. The penal sum of the Performance Bond shall equal one hundred percent (100%) of any Task (Call) Order $100,000 or greater obligated under this Indefinite Delivery Indefinite Quantity (IDIQ) contract. If the total value of outstanding Task (Call) Orders exceeds $100,000 at any one given time, Contractor shall furnish additional performance bonding to reflect increased value of the Task (Call) Orders. This requirement also applies to any options exercised by the Government. Any bonds will be furnished by the Contractor to the Government prior to commencement of contract performance.
(3) Payment Bonds. The penal sum of the Payment Bond shall equal one hundred percent (100%) of any Task (Call) Order $100,000 or greater obligated under this IDIQ contract. If the total value of outstanding Task (Call) Orders exceeds $100,000 at any one given time, Contractor shall furnish additional performance bonding to reflect increased value of the Task (Call) Orders. This requirement also applies to any options exercised by the Government. Any bonds will be furnished by the Contractor to the Government prior to commencement of contract performance.
(b) Alternate Payment Protection. For task orders between $30,000 and $100,000, the contractor shall submit one of the following payment protections for one hundred (100%) of the individual delivery order price:
Irrevocable Letter of Credit
Payment Bond
Section I - Contract Clauses
CLAUSES INCORPORATED BY REFERENCE
| 52.202-1 |
| Definitions |
| JUL 2004 |
| 52.203-3 |
| Gratuities |
| APR 1984 |
| 52.203-5 |
| Covenant Against Contingent Fees |
| APR 1984 |
| 52.203-6 |
| Restrictions On Subcontractor Sales To The Government |
| SEP 2006 |
| 52.203-7 |
| Anti-Kickback Procedures |
| JUL 1995 |
| 52.203-8 |
| Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity |
| JAN 1997 |
| 52.203-10 |
| Price Or Fee Adjustment For Illegal Or Improper Activity |
| JAN 1997 |
| 52.203-12 |
| Limitation On Payments To Influence Certain Federal Transactions |
| SEP 2007 |
| 52.204-4 |
| Printed or Copied Double-Sided on Recycled Paper |
| AUG 2000 |
| 52.204-7 |
| Central Contractor Registration |
| JUL 2006 |
| 52.204-9 |
| Personal Identity Verification of Contractor Personnel |
| SEP 2007 |
| 52.209-6 |
| Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment |
| SEP 2006 |
| 52.215-2 |
| Audit and Records--Negotiation |
| JUN 1999 |
| 52.215-8 |
| Order of Precedence--Uniform Contract Format |
| OCT 1997 |
| 52.219-8 |
| Utilization of Small Business Concerns |
| MAY 2004 |
| 52.219-9 |
| Small Business Subcontracting Plan |
| NOV 2007 |
| 52.219-9 Alt II |
| Small Business Subcontracting Plan (Nov 2007) Alternate II |
| OCT 2001 |
| 52.222-3 |
| Convict Labor |
| JUN 2003 |
| 52.222-4 |
| Contract Work Hours and Safety Standards Act - Overtime Compensation |
| JUL 2005 |
| 52.222-6 |
| Davis Bacon Act |
| JUL 2005 |
| 52.222-7 |
| Withholding of Funds |
| FEB 1988 |
| 52.222-8 |
| Payrolls and Basic Records |
| FEB 1988 |
| 52.222-9 |
| Apprentices and Trainees |
| JUL 2005 |
| 52.222-10 |
| Compliance with Copeland Act Requirements |
| FEB 1988 |
| 52.222-11 |
| Subcontracts (Labor Standards) |
| JUL 2005 |
| 52.222-12 |
| Contract Termination-Debarment |
| FEB 1988 |
| 52.222-13 |
| Compliance with Davis-Bacon and Related Act Regulations. |
| FEB 1988 |
| 52.222-14 |
| Disputes Concerning Labor Standards |
| FEB 1988 |
| 52.222-15 |
| Certification of Eligibility |
| FEB 1988 |
| 52.222-21 |
| Prohibition Of Segregated Facilities |
| FEB 1999 |
| 52.222-26 |
| Equal Opportunity |
| MAR 2007 |
| 52.222-27 |
| Affirmative Action Compliance Requirements for Construction |
| FEB 1999 |
| 52.222-30 |
| Davis-Bacon Act--Price Adjustment (None or Separately Specified Method) |
| DEC 2001 |
| 52.222-35 |
| Equal Opportunity For Special Disabled Veterans, Veterans of the Vietnam Era, and Other Eligible Veterans |
| SEP 2006 |
| 52.222-36 |
| Affirmative Action For Workers With Disabilities |
| JUN 1998 |
| 52.222-37 |
| Employment Reports On Special Disabled Veterans, Veterans Of The Vietnam Era, and Other Eligible Veterans |
| SEP 2006 |
| 52.223-5 |
| Pollution Prevention and Right-to-Know Information |
| AUG 2003 |
| 52.223-5 Alt I |
| Pollution Prevention and Right-to-Know Information (Aug 2003) Alternate I |
| AUG 2003 |
| 52.223-6 |
| Drug-Free Workplace |
| MAY 2001 |
| 52.223-14 |
| Toxic Chemical Release Reporting |
| AUG 2003 |
| 52.225-13 |
| Restrictions on Certain Foreign Purchases |
| FEB 2006 |
| 52.227-1 |
| Authorization and Consent |
| DEC 2007 |
| 52.227-2 |
| Notice And Assistance Regarding Patent And Copyright Infringement |
| DEC 2007 |
| 52.227-4 |
| Patent Indemnity-Construction Contracts |
| DEC 2007 |
| 52.228-2 |
| Additional Bond Security |
| OCT 1997 |
| 52.228-5 |
| Insurance - Work On A Government Installation |
| JAN 1997 |
| 52.228-11 |
| Pledges Of Assets |
| FEB 1992 |
| 52.228-12 |
| Prospective Subcontractor Requests for Bonds |
| OCT 1995 |
| 52.228-14 |
| Irrevocable Letter of Credit |
| DEC 1999 |
| 52.228-15 |
| Performance and Payment Bonds--Construction |
| NOV 2006 |
| 52.229-3 |
| Federal, State And Local Taxes |
| APR 2003 |
| 52.232-5 |
| Payments under Fixed-Price Construction Contracts |
| SEP 2002 |
| 52.232-17 |
| Interest |
| JUN 1996 |
| 52.232-23 |
| Assignment Of Claims |
| JAN 1986 |
| 52.232-27 |
| Prompt Payment for Construction Contracts |
| SEP 2005 |
| 52.232-33 |
| Payment by Electronic Funds Transfer--Central Contractor Registration |
| OCT 2003 |
| 52.233-1 |
| Disputes |
| JUL 2002 |
| 52.233-3 |
| Protest After Award |
| AUG 1996 |
| 52.233-4 |
| Applicable Law for Breach of Contract Claim |
| OCT 2004 |
| 52.236-2 |
| Differing Site Conditions |
| APR 1984 |
| 52.236-3 |
| Site Investigation and Conditions Affecting the Work |
| APR 1984 |
| 52.236-5 |
| Material and Workmanship |
| APR 1984 |
| 52.236-6 |
| Superintendence by the Contractor |
| APR 1984 |
| 52.236-7 |
| Permits and Responsibilities |
| NOV 1991 |
| 52.236-8 |
| Other Contracts |
| APR 1984 |
| 52.236-9 |
| Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements |
| APR 1984 |
| 52.236-10 |
| Operations and Storage Areas |
| APR 1984 |
| 52.236-11 |
| Use and Possession Prior to Completion |
| APR 1984 |
| 52.236-12 |
| Cleaning Up |
| APR 1984 |
| 52.236-13 |
| Accident Prevention |
| NOV 1991 |
| 52.236-14 |
| Availability and Use of Utility Services |
| APR 1984 |
| 52.236-15 |
| Schedules for Construction Contracts |
| APR 1984 |
| 52.236-17 |
| Layout of Work |
| APR 1984 |
| 52.236-21 |
| Specifications and Drawings for Construction |
| FEB 1997 |
| 52.236-21 Alt I |
| Specifications and Drawings for Construction (Feb 1997) - Alternate I |
| APR 1984 |
| 52.236-26 |
| Preconstruction Conference |
| FEB 1995 |
| 52.242-13 |
| Bankruptcy |
| JUL 1995 |
| 52.242-14 |
| Suspension of Work |
| APR 1984 |
| 52.243-4 |
| Changes |
| JUN 2007 |
| 52.244-5 |
| Competition In Subcontracting |
| DEC 1996 |
| 52.244-6 |
| Subcontracts for Commercial Items |
| MAR 2007 |
| 52.246-21 |
| Warranty of Construction |
| MAR 1994 |
| 52.248-3 |
| Value Engineering-Construction |
| SEP 2006 |
| 52.249-2 |
| Termination For Convenience Of The Government (Fixed-Price) |
| MAY 2004 |
| 52.249-2 Alt I |
| Termination for Convenience of the Government (Fixed-Price) (May 2004) - Alternate I |
| SEP 1996 |
| 52.249-10 |
| Default (Fixed-Price Construction) |
| APR 1984 |
| 52.253-1 |
| Computer Generated Forms |
| JAN 1991 |
| 252.201-7000 |
| Contracting Officer's Representative |
| DEC 1991 |
| 252.203-7001 |
| Prohibition On Persons Convicted of Fraud or Other Defense-Contract-Related Felonies |
| DEC 2004 |
| 252.203-7002 |
| Display Of DOD Hotline Poster |
| DEC 1991 |
| 252.204-7003 |
| Control Of Government Personnel Work Product |
| APR 1992 |
| 252.204-7004 Alt A |
| Central Contractor Registration (52.204-7) Alternate A |
| SEP 2007 |
| 252.205-7000 |
| Provision Of Information To Cooperative Agreement Holders |
| DEC 1991 |
| 252.209-7004 |
| Subcontracting With Firms That Are Owned or Controlled By The Government of a Terrorist Country |
| DEC 2006 |
| 252.223-7006 |
| Prohibition On Storage And Disposal Of Toxic And Hazardous Materials |
| APR 1993 |
| 252.225-7012 |
| Preference For Certain Domestic Commodities |
| MAR 2008 |
| 252.227-7033 |
| Rights in Shop Drawings |
| APR 1966 |
| 252.232-7010 |
| Levies on Contract Payments |
| DEC 2006 |
| 252.236-7000 |
| Modification Proposals-Price Breakdown |
| DEC 1991 |
| 252.243-7001 |
| Pricing Of Contract Modifications |
| DEC 1991 |
| 252.243-7002 |
| Requests for Equitable Adjustment |
| MAR 1998 |
| 252.244-7000 |
| Subcontracts for Commercial Items and Commercial Components (DoD Contracts) |
| JAN 2007 |
| 252.247-7023 |
| Transportation of Supplies by Sea |
| MAY 2002 |
| 252.247-7024 |
| Notification Of Transportation Of Supplies By Sea |
| MAR 2000 |
52.216-18 Ordering. (OCT 1995)
(a) Any supplies and services to be furnished under this contract shall be ordered by issuance of delivery orders or task orders by the individuals or activities designated in the Schedule. Such orders may be issued from Base Year: 365 days after receipt of award, Option Year One: 365 days after expiration of base year, Option Year Two: 365 days after expiration of option year one, Option Year Three: 365 days after expiration of option year two, Option Year Four: 365 days after expiration of option year three.
(b) All delivery orders or task orders are subject to the terms and conditions of this contract. In the event of conflict between a delivery order or task order and this contract, the contract shall control.
(c) If mailed, a delivery order or task order is considered "issued" when the Government deposits the order in the mail. Orders may be issued orally, by facsimile, or by electronic commerce methods only if authorized in the Schedule.
(End of clause)
52.216-19 Order Limitations. (OCT 1995)
(a) Minimum order. When the Government requires supplies or services covered by this contract in an amount of less than $5,000.00 , the Government is not obligated to purchase, nor is the Contractor obligated to furnish, those supplies or services under the…
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