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 |
| OPTION |
| 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 13-1129, dated 11 March 2013. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
FOB: Destination
MAX
NET AMT
| ITEM NO |
| SUPPLIES/SERVICES |
| QUANTITY |
| UNIT |
| UNIT PRICE |
| AMOUNT |
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 13-1129, dated 11 March 2013. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
NET AMT
| ITEM NO |
| SUPPLIES/SERVICES |
| QUANTITY |
| UNIT |
| UNIT PRICE |
| AMOUNT |
Paving IDIQ (Second Option Year)
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 13-1129, dated 11 March 2013. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
NET AMT
| ITEM NO |
| SUPPLIES/SERVICES |
| QUANTITY |
| UNIT |
| UNIT PRICE |
| AMOUNT |
Paving IDIQ (Third Option Year)
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 13-1129, dated 11 March 2013. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
NET AMT
| ITEM NO |
| SUPPLIES/SERVICES |
| QUANTITY |
| UNIT |
| UNIT PRICE |
| AMOUNT |
Paving IDIQ ( Fourth Option Year)
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 13-1129, dated 11 March 2013. SEE SCHEDULE "B" - PRICE SCHEDULE FOR PRICES.
NET AMT
CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE
The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
$5,000.00
CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE
The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
CLAUSES INCORPORATED BY FULL TEXT
52.225-10 NOTICE OF BUY AMERICAN ACT REQUIREMENT--CONSTRUCTION MATERIALS (FEB 2009)
(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American Act--Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).
(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American Act should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American Act before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.
(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American Act, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at FAR 52.225-9.
(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.
(d) Alternate offers.
(1) When an offer includes foreign construction material not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic construction material.
(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of the clause at FAR 52.225-9 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.
(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic construction material. An offer based on use of the foreign construction material for which an exception was requested--
(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or
(ii) May be accepted if revised during negotiations.
(End of provision)
CLAUSES INCORPORATED BY FULL TEXT
A201. LINE ITEMS
THE FOLLOWING CONTRACT LINE ITEMS ARE FIRM FIXED PRICE:0001 THROUGH 4058.
Section C - Descriptions and Specifications
PRICE SCHEDULE
UNIT PRICE SCHEDULE
18-Mar-13
IDIQ Paving, EGL 13-1129 BASIC YEAR QUANTITIES
18-Mar-13
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| UNIT PRICE |
| TOT AMT |
| 0001AB |
| 2501-10000 |
| 1500 |
| SY |
| 0002AB |
| 2501-10000 |
| 1500 |
| SY |
| 0003 |
| FINE GRADING ROADS/PARK LOT |
| 0003AB |
| 2501-10000 |
| 1500 |
| SY |
| 0004 |
| FINE GRADING S/W & CART PATHS |
| 0005 |
| FIND GRADING SWALES/DRAINAGE |
| 0005AB |
| 2501-10000 |
| 1500 |
| SY |
| 0006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 0006AB |
| 2501-10000 |
| 1500 |
| SY |
| 0007 |
| COMP EXISTING SUBGRADE |
| 0008 |
| COMPACT OF FILL SUBRADE & BASE |
| 0009AB |
| 2501-10000 |
| 1500 |
| CY |
| 0010 |
| EXCAVATION, HAND |
| 50 |
| CY |
| 0014 |
| BITUM PRIME COAT |
| 400 |
| GAL |
| 0015 |
| BITUM TACK COAT |
| 400 |
| GAL |
| 0016 |
| ASPHALT IN PLACE COMPACTED |
| 0016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 125 |
| TON |
| 0017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 0017AD |
| ARMI Layer (Crack Relief) |
| 14000 |
| SY |
| 0018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 0019 |
| ASPHALT FOR AIRFIELDS |
| 0019AB |
| 2001-6000 |
| 3000 |
| TON |
| 0020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 0021AA |
| UP TO 6" THICK |
| 50 |
| SY |
| 0021AC |
| GREATER THAN 10" THICK |
| 50 |
| SY |
| 0022 |
| REMOVE SIDEWALK 4" THICK |
| 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 |
| 0036 |
| VALVE BOX ADJUSTMENT |
| 5 |
| EA |
| 0037 |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 0038 |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 0039 |
| 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 |
| 0047 |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 0048 |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 0048AA |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 0049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 0050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 0051 |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 0052 |
| SEEDING/WATERING |
| 4000 |
| SY |
| 0053 |
| RUNWAY PAINT REMOVAL |
| 0053AB |
| 5001-15000 |
| 7500 |
| SF |
| 0053AD |
| Airfield Painted Surface Cleaning |
| 300,000 |
| SF |
| 0054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE |
| 10 |
| EA |
JUNCTION BLOCKS
| 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 |
| 75 |
| LF |
| 0056AB |
| 10' Steel Sheet Pile Panels <301 |
| 75 |
| LF |
| 0056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 75 |
| LF |
| 0056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 75 |
| LF |
| 0057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 0057AA |
| 10' Jersey Barriers 0-500 (Installed) |
| 0057AB |
| 10' Jersey Barriers 501> (Installed) |
TOTAL (CLINS 0001-0057AB) BASIC YEAR
BOND %
| 0059 |
| Night Work/Weekend ____% |
TOTAL
UNIT PRICE SCHEDULE
IDIQ Paving, EGL 13-1129 OPTION YEAR 1 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| UNIT PRICE |
| TOT AMT |
| 1001AB |
| 2501-10000 |
| 1500 |
| SY |
| 1002AB |
| 2501-10000 |
| 1500 |
| SY |
| 1003 |
| FINE GRADING ROADS/PARK LOT |
| 1003AB |
| 2501-10000 |
| 1500 |
| SY |
| 1004 |
| FINE GRADING S/W & CART PATHS |
| 1005 |
| FIND GRADING SWALES/DRAINAGE |
| 1005AB |
| 2501-10000 |
| 1500 |
| SY |
| 1006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 1006AB |
| 2501-10000 |
| 1500 |
| SY |
| 1007 |
| COMP EXISTING SUBGRADE |
| 1008 |
| COMPACT OF FILL SUBRADE & BASE |
| 1009AB |
| 2501-10000 |
| 1500 |
| CY |
| 1010 |
| EXCAVATION, HAND |
| 50 |
| CY |
| 1014 |
| BITUM PRIME COAT |
| 400 |
| GAL |
| 1015 |
| BITUM TACK COAT |
| 400 |
| GAL |
| 1016 |
| ASPHALT IN PLACE COMPACTED |
| 1016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 125 |
| TON |
| 1017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 1017AD |
| ARMI Layer (Crack Relief) |
| 14000 |
| SY |
| 1018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 1019 |
| ASPHALT FOR AIRFIELDS |
| 1019AB |
| 2001-6000 |
| 3000 |
| TON |
| 1020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 1021AA |
| UP TO 6" THICK |
| 50 |
| SY |
| 1021AC |
| GREATER THAN 10" THICK |
| 50 |
| SY |
| 1022 |
| REMOVE SIDEWALK 4" THICK |
| 1023 |
| INSTALL CONC S/W 4INCH THICK |
| 1024 |
| CONCRETE VEH PVMT 4" THICK |
| 10025 |
| 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 |
| 1036 |
| VALVE BOX ADJUSTMENT |
| 5 |
| EA |
| 1037 |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 1038 |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 1039 |
| 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 |
| 1047 |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 1048 |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 1048AA |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 1049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 1050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 1051 |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 1052 |
| SEEDING/WATERING |
| 4000 |
| SY |
| 1053 |
| RUNWAY PAINT REMOVAL |
| 1053AB |
| 5001-15000 |
| 7500 |
| SF |
| 1053AD |
| Airfield Painted Surface Cleaning |
| 300,000 |
| SF |
| 1054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE |
| 10 |
| EA |
JUNCTION BLOCKS
| 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 |
| 75 |
| LF |
| 1056AB |
| 10' Steel Sheet Pile Panels <301 |
| 75 |
| LF |
| 1056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 75 |
| LF |
| 1056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 75 |
| LF |
| 1057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 1057AA |
| 10' Jersey Barriers 0-500 (Installed) |
| 1057AB |
| 10' Jersey Barriers 501> (Installed) |
TOTAL (CLINS 1001-1057AB) OPTION YEAR ONE
BOND %
| 1059 |
| Night Work/Weekend ____% |
TOTAL
IDIQ Paving, EGL 13-1129 OPTION YEAR 2 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| UNIT PRICE |
| TOT AMT |
| 2001AB |
| 2501-10000 |
| 1500 |
| SY |
| 2002AB |
| 2501-10000 |
| 1500 |
| SY |
| 2003 |
| FINE GRADING ROADS/PARK LOT |
| 2003AB |
| 2501-10000 |
| 1500 |
| SY |
| 2004 |
| FINE GRADING S/W & CART PATHS |
| 2005 |
| FIND GRADING SWALES/DRAINAGE |
| 2005AB |
| 2501-10000 |
| 1500 |
| SY |
| 2006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 2006AB |
| 2501-10000 |
| 1500 |
| SY |
| 2007 |
| COMP EXISTING SUBGRADE |
| 2008 |
| COMPACT OF FILL SUBRADE & BASE |
| 2009AB |
| 2501-10000 |
| 1500 |
| CY |
| 2010 |
| EXCAVATION, HAND |
| 50 |
| CY |
| 2014 |
| BITUM PRIME COAT |
| 400 |
| GAL |
| 2015 |
| BITUM TACK COAT |
| 400 |
| GAL |
| 2016 |
| ASPHALT IN PLACE COMPACTED |
| 2016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 125 |
| TON |
| 2017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 2017AD |
| ARMI Layer (Crack Relief) |
| 14000 |
| SY |
| 2018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 2019 |
| ASPHALT FOR AIRFIELDS |
| 2019AB |
| 2001-6000 |
| 3000 |
| TON |
| 2020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 2021AA |
| UP TO 6" THICK |
| 50 |
| SY |
| 2021AC |
| GREATER THAN 10" THICK |
| 50 |
| SY |
| 2022 |
| REMOVE SIDEWALK 4" THICK |
| 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 |
| 2036 |
| VALVE BOX ADJUSTMENT |
| 5 |
| EA |
| 2037 |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 2038 |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 2039 |
| 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 |
| 2047 |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 2048 |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 2048AA |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 2049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 2050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 2051 |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 2052 |
| SEEDING/WATERING |
| 4000 |
| SY |
| 2053 |
| RUNWAY PAINT REMOVAL |
| 0053AB |
| 5001-15000 |
| 7500 |
| SF |
| 2053AD |
| Airfield Painted Surface Cleaning |
| 300,000 |
| SF |
| 2054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE |
| 10 |
| EA |
JUNCTION BLOCKS
| 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 |
| 75 |
| LF |
| 2056AB |
| 10' Steel Sheet Pile Panels <301 |
| 75 |
| LF |
| 2056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 75 |
| LF |
| 2056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 75 |
| LF |
| 2057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 2057AA |
| 10' Jersey Barriers 0-500 (Installed) |
| 2057AB |
| 10' Jersey Barriers 501> (Installed) |
Sub Total
BOND %
| 2059 |
| Night Work/Weekend ____% |
TOTAL
UNIT PRICE SCHEDULE
IDIQ Paving, EGL 13-1129 OPTION YEAR 3 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| UNIT PRICE |
| TOT AMT |
| 3001AB |
| 2501-10000 |
| 1500 |
| SY |
| 3002AB |
| 2501-10000 |
| 1500 |
| SY |
| 3003 |
| FINE GRADING ROADS/PARK LOT |
| 3003AB |
| 2501-10000 |
| 1500 |
| SY |
| 3004 |
| FINE GRADING S/W & CART PATHS |
| 3005 |
| FIND GRADING SWALES/DRAINAGE |
| 3005AB |
| 2501-10000 |
| 1500 |
| SY |
| 3006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 3006AB |
| 2501-10000 |
| 1500 |
| SY |
| 3007 |
| COMP EXISTING SUBGRADE |
| 3008 |
| COMPACT OF FILL SUBRADE & BASE |
| 3009AB |
| 2501-10000 |
| 1500 |
| CY |
| 3010 |
| EXCAVATION, HAND |
| 50 |
| CY |
| 3014 |
| BITUM PRIME COAT |
| 400 |
| GAL |
| 3015 |
| BITUM TACK COAT |
| 400 |
| GAL |
| 3016 |
| ASPHALT IN PLACE COMPACTED |
| 3016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 125 |
| TON |
| 3017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 3017AD |
| ARMI Layer (Crack Relief) |
| 14000 |
| SY |
| 3018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 3019 |
| ASPHALT FOR AIRFIELDS |
| 3019AB |
| 2001-6000 |
| 3000 |
| TON |
| 3020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 3021AA |
| UP TO 6" THICK |
| 50 |
| SY |
| 3021AC |
| GREATER THAN 10" THICK |
| 50 |
| SY |
| 3022 |
| REMOVE SIDEWALK 4" THICK |
| 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 |
| 3036 |
| VALVE BOX ADJUSTMENT |
| 5 |
| EA |
| 3037 |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 3038 |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 3039 |
| 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 |
| 3047 |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 3048 |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 0048AA |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 3049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 3050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 3051 |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 3052 |
| SEEDING/WATERING |
| 4000 |
| SY |
| 3053 |
| RUNWAY PAINT REMOVAL |
| 3053AB |
| 5001-15000 |
| 7500 |
| SF |
| 3053AD |
| Airfield Painted Surface Cleaning |
| 300000 |
| SF |
| 3054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE |
| 10 |
| EA |
JUNCTION BLOCKS
| 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 |
| 75 |
| LF |
| 3056AB |
| 10' Steel Sheet Pile Panels <301 |
| 75 |
| LF |
| 3056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 75 |
| LF |
| 3056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 75 |
| LF |
| 3057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 3057AA |
| 10' Jersey Barriers 0-500 (Installed) |
| 3057AB |
| 10' Jersey Barriers 501> (Installed) |
Sub Total
BOND %
| 3059 |
| Night Work/Weekend ____% |
TOTAL
$0.00
UNIT PRICE SCHEDULE
IDIQ Paving, EGL 13-1129 OPTION YEAR 4 QUANTITIES
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| UNIT PRICE |
| TOT AMT |
| 4001AB |
| 2501-10000 |
| 1500 |
| SY |
| 4002AB |
| 2501-10000 |
| 1500 |
| SY |
| 4003 |
| FINE GRADING ROADS/PARK LOT |
| 4003AB |
| 2501-10000 |
| 1500 |
| SY |
| 4004 |
| FINE GRADING S/W & CART PATHS |
| 4005 |
| FIND GRADING SWALES/DRAINAGE |
| 4005AB |
| 2501-10000 |
| 1500 |
| SY |
| 4006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
| 4006AB |
| 2501-10000 |
| 1500 |
| SY |
| 4007 |
| COMP EXISTING SUBGRADE |
| 4008 |
| COMPACT OF FILL SUBRADE & BASE |
| 4009AB |
| 2501-10000 |
| 1500 |
| CY |
| 4010 |
| EXCAVATION, HAND |
| 50 |
| CY |
| 4014 |
| BITUM PRIME COAT |
| 400 |
| GAL |
| 4015 |
| BITUM TACK COAT |
| 400 |
| GAL |
| 4016 |
| ASPHALT IN PLACE COMPACTED |
| 4016AA |
| Type SP 12.5 Traffic Level B 0-250 |
| 125 |
| TON |
| 4017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
| 4017AD |
| ARMI Layer (Crack Relief) |
| 14000 |
| SY |
| 4018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
| 4019 |
| ASPHALT FOR AIRFIELDS |
| 4019AB |
| 2001-6000 |
| 3000 |
| TON |
| 4020 |
| HAUL REMOVED MATERIALS OFF BASE |
| 4021AA |
| UP TO 6" THICK |
| 50 |
| SY |
| 4021AC |
| GREATER THAN 10" THICK |
| 50 |
| SY |
| 4022 |
| REMOVE SIDEWALK 4" THICK |
| 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 |
| 4036 |
| VALVE BOX ADJUSTMENT |
| 5 |
| EA |
| 4037 |
| REFLECTIVE PAVEMENT MARKERS |
| 500 |
| EA |
| 4038 |
| TRAFFIC TURTLES |
| 100 |
| EA |
| 4039 |
| 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 |
| 4047 |
| AIRCRAFT TIEDOWNS |
| 25 |
| EA |
| 4048 |
| RIPRAP MEETING FL DOT SECTION 530 |
| 100 |
| TON |
| 4048AA |
| TERRA TEX HD FILTER FABRIC |
| 4000 |
| SF |
| 4049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
| 100 |
| EA |
| 4050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
| 100 |
| EA |
| 4051 |
| PLACE/WATER SOD |
| 4000 |
| SY |
| 4052 |
| SEEDING/WATERING |
| 4000 |
| SY |
| 4053 |
| RUNWAY PAINT REMOVAL |
| 4053AB |
| 5001-15000 |
| 7500 |
| SF |
| 4053AD |
| Runway Painted Surface Cleaning |
| 300000 |
| SF |
| 4054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE |
| 10 |
| EA |
JUNCTION BLOCKS
| 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 |
| 75 |
| LF |
| 4056AB |
| 10' Steel Sheet Pile Panels <301 |
| 75 |
| LF |
| 4056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
| 75 |
| LF |
| 4056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
| 75 |
| LF |
| 4057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 4057AA |
| 10' Jersey Barriers 0-500 (Installed) |
| 4057AB |
| 10' Jersey Barriers 501> (Installed) |
Sub Total
BOND %
| 4059 |
| Night Work/Weekend ____% |
TOTAL
UNIT PRICE SCHEDULE
FTFA 14-1091 Pave Driveway Small Engine Shop Bldg 684
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| UNIT PRICE |
| TOT AMT |
SY
SY
SY
SY
SY
SY
| 4003 |
| FINE GRADING ROADS/PARK LOT |
SY
SY
| 4004 |
| FINE GRADING S/W & CART PATHS |
SY
SY
SY
| 4005 |
| FIND GRADING SWALES/DRAINAGE |
SY
SY
SY
| 4006 |
| 6" GRADED AGGREGATE (GAB) IN PLACE |
SY
SY
SY
| 4007 |
| COMP EXISTING SUBGRADE |
SY
SY
| 4008 |
| COMPACT OF FILL SUBRADE & BASE |
SY
CY
CY
CY
CY
CY
CY
CY
LF
LF
| 4014 |
| BITUM PRIME COAT |
| 95 |
| GAL |
GAL
| 4016 |
| ASPHALT IN PLACE COMPACTED |
| 4016AA |
| Type SP 12.5 Traffic Level B 0-250 |
TON
TON
| 4017 |
| TYPE SP 9.5 TRAFFIC LEVEL B |
TON
TON
TON
| 4017AD |
| ARMI Layer (Crack Relief) |
SY
| 4018 |
| TYPE SP 19.0 TRAFFIC LEVEL B |
TON
TON
TON
| 4019 |
| ASPHALT FOR AIRFIELDS |
TON
TON
TON
| 4020 |
| HAUL REMOVED MATERIALS OFF BASE |
CY
CY
CY
SY
SY
| 4021AC |
| GREATER THAN 10" THICK |
SY
| 4022 |
| REMOVE SIDEWALK 4" THICK |
SY
| 4023 |
| INSTALL CONC S/W 4INCH THICK |
SY
SY
| 4024 |
| CONCRETE VEH PVMT 4" THICK |
SY
SY
| 4025 |
| CONCRETE VEH PVMT 5" THICK |
SY
SY
LF
LF
LF
| 4027 |
| PCC PAVING 700 PSI FLEX 12" THICK |
SY
SY
SY
| 4028 |
| EACH ADDITIONAL INCH |
SY
SY
SY
| 4029 |
| EXPANSION JOINT MAT'L SILICONE |
LF
LF
| 4030 |
| PRE-FORMED ELASTOMERIC |
LF
LF
| 4031 |
| PAVEMENT MARKING PERM. REFLECTIVE |
SF
SF
SF
| 4032 |
| PERMANENT NON-REFLECTIVE |
SF
SF
SF
| 4033 |
| TEMPORARY REFLECTIVE |
SF
SF
SF
| 4034 |
| TEMPORARY NON-REFLECTIVE |
SF
SF
SF
| 4035 |
| MANHOLE COVER/DROP INLET |
COVER ADJUSTMENT
EA
| 4036 |
| VALVE BOX ADJUSTMENT |
EA
| 4037 |
| REFLECTIVE PAVEMENT MARKERS |
EA
EA
| 4039 |
| HEADWALL/DRAINAGE STRUCTURES |
CY
| 4040 |
| DRAINAGE PIPE, RCP, IN PLACE |
LF
LF
LF
LF
| 4041 |
| DRAINAGE PIPE, CMP, IN PLACE |
LF
LF
LF
LF
| 4042 |
| DRAINAGE PIPE, HDPE, IN PLACE |
LF
LF
LF
LF
| 4043 |
| DEMOLISH ASPHALT PAVEMENT |
SY
SY
| 4044 |
| TRAFFIC MARKING REMOVAL |
SF
SF
| 4044AC |
| 7501 - AND GREATER |
SF
| 4045 |
| TRAFFIC MARKING LAYOUT |
SF
SF
| 4045AC |
| 7501 - AND GREATER |
SF
LF
LF
EA
| 4048 |
| RIPRAP MEETING FL DOT SECTION 530 |
TON
| 4048AA |
| TERRA TEX HD FILTER FABRIC |
SF
| 4049 |
| REMOVE/REPLACE EXISTING BUMPER BLOCKS |
EA
| 4050 |
| REMOVE BUMPER BLOCK - PLACE NEW BUMPER BLOCK |
EA
SY
SY
| 4053 |
| RUNWAY PAINT REMOVAL |
SF
SF
SF
| 4053AD |
| Runway Painted Surface Cleaning |
SF
| 4054 |
| FIELD ADJUST RUNWAY LIGHT & CONCRETE |
EA
JUNCTION BLOCKS
| 4055 |
| RUNWAY RUBBER REMOVAL |
SF
SF
SF
| 4055AD |
| RUBBERIZED TOPPING |
SF
| 4056 |
| SHEET PILES (INSTALLED) |
| 4056AA |
| 10' Steel Sheet Pile Panels 0-300 |
LF
| 4056AB |
| 10' Steel Sheet Pile Panels <301 |
LF
| 4056AC |
| 10' Fiberglass Sheet Pile Panels 0-300 |
LF
| 4056AD |
| 10' Fiberglass Sheet Pile Panels <301 |
LF
| 4057 |
| Highway Traffic Control Barriers (Jersey Barriers) |
| 4057AA |
| 10' Jersey Barriers 0-500 (Installed) |
LF
| 4057AB |
| 10' Jersey Barriers 501> (Installed) |
LF
Ea
Sub Total
BOND %
| 4059 |
| Night Work/Weekend ____% |
TOTAL
$0.00
| 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
INSPECTION AND ACCEPTANCE TERMS
Supplies/services will be inspected/accepted at:
| CLIN |
| INSPECT AT |
| INSPECT BY |
| ACCEPT AT |
| ACCEPT BY |
| 0001 |
| N/A |
| N/A |
| N/A |
| Government |
| 1001 |
| N/A |
| N/A |
| N/A |
| Government |
| 2001 |
| N/A |
| N/A |
| N/A |
| Government |
| 3001 |
| N/A |
| N/A |
| N/A |
| Government |
| 4001 |
| N/A |
| N/A |
| N/A |
| Government |
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
DELIVERY INFORMATION
| CLIN |
| DELIVERY DATE |
| QUANTITY |
| SHIP TO ADDRESS |
| UIC |
01-JUN-2016
01-JUN-2016
01-JUN-2017
01-JUN-2018
01-JUN-2019
CLAUSES INCORPORATED BY REFERENCE
| 52.211-10 |
| Commencement, Prosecution, and Completion of Work |
| APR 1984 |
| 52.247-34 |
| F.O.B. Destination |
| NOV 1991 |
Section H - Special Contract Requirements
| 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/CEOM, telephone 882-2864, 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 |
| APR 2009 |
In accordance with (IAW) FAR 52.236-7, the 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.
| 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 EXCEPTitems 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, for assistance.
CLAUSES INCORPORATED BY FULL TEXT
| 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 $44,938,668.23 per year.
| H-837 |
| DAILY REPORT TO INSPECTOR |
| JAN 2000 |
(a) The Contractor shall submit a Daily Report to 96 CEG/CEOM inspector 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 by 12:00 noon the following work day.
H-841 SUPERINTENDENT (DEC 2012)
Upon notification of award, the Prime Contractor shall 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 allowed onto the installation. The likelihood of a potential employee meeting all security requirements and being granted authorization to access the base 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. 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 approval, the Superintendent shall provide a company letter stating that all Eglin AFB access badges issued in the performance of this contract have been properly turned into the 96 Security Forces Squadron (SFS). This letter must have some type of validation from the 96 SFS badging office employee either by stamp or signature.
| H-842 |
| WEATHER DELAYS |
| MAY 2003 |
The Anticipated Normal Weather Delay Schedule shown below is developed by month for this geographic location using National Oceanic and Atmospheric Administration (NOAA) and similar Weather Averaging System data for the project’s general location. The Government has included additional time in the allowed performance period using this data. (The basic performance period allows seven calendar days for every five-day working days assuming based on working Monday through Friday. The contractor’s progress schedule must take these anticipated adverse weather delays into account in all weather-dependent activities to ensure timely completion of the job.
MONTHLY ANITCIPATED ADVERSE WEATHER DELAY
WORK DAYS BASED ON A 5-DAY WORKWEEK
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
Upon acknowledgement of Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on his Daily Report (AAC Form 3), the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for fifty percent or more of the Contractor’s scheduled workday and must cause a delay in the work activities critical to contract completion. In order to obtain relief from contract schedule requirements, the Contractor will have to demonstrate not only that the anticipated amount of weather delay was exceeded by actual weather interruption, but also that reasonable efforts were made to compensate for such excess interruptions through changes in work hours, changes in the planned sequence of work, increased concurrent activities, or other available measures. Contemporaneous documentation of such efforts and prompt coordination thereof with government inspectors is encouraged (see below).
In the event that all reasonable effort to complete the required performance on schedule fail and it is determined that excessive inclement weather was the cause of that failure, the Contractor may request extension of the project performance period for any weather delays suffered because of adverse weather beyond the number day indicated on the chart. The number of workdays of delay added to the schedule shall be converted to calendar days by adding the appropriate number of weekend days associated with that number of workdays.
(1) Adverse weather days will not be granted for other than normal workdays that the Contractor requested to work solely for the Contractor’s convenience to meet the contract performance period.
(2) Any extensions to the contract because of change orders will have the normal adverse weather days figured into the extension period.
(3) If the contract dictates an alternate performance period other than a normal Monday through Friday five-day workweek, an extension will be considered based on the contract requirement for a workday.
Upon the request of the Contractor made within one workweek after the relevant events, the government inspector will review the Contractor’s documentation of weather delays and circumstances relevant to the availability of work-arounds and promptly confirm or dispute the Contractor’s conclusions in writing to the Contractor and the Contracting Officer. If the Contractor requests an adjustment to the contract schedule based on the government inspector’s review, the contractor shall notify the Contracting Officer in writing and provide relevant information and recommendations regarding the request. The Contracting Officer shall determine whether the request should be promptly granted, deferred pending determination of cumulative weather effects during the contract performance period, denied, or some combination thereof. The reason for any deferral or denial will be simultaneously communicated to the Contractor in writing.
The findings of the Contracting Officer shall be final and conclusive subject to appeal under the Disputes clause. Upon any extension, the Contractor shall immediately submit to the Contracting Officer a revised progress schedule to meet the revised performance period.
| 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.
WIDE AREA WORK FLOW DODAAC AND EMAIL DISTRIBUTION TABLE
SF 1449
THE FOLLOWING CODES WILL BE REQUIRED TO ROUTE YOUR INVOICES AND ADDITIONAL EMAILS CORRECTLY THROUGH WAWF.
Invoice Type: INVOICE AND RECEIVING REPORT (COMBO)
*Contract Number: See Block #2 of the award
*Delivery Order: See Block #4 of the award if applicable
*Issue Date: See Block #3 of the award
*Issue DODAAC: See Block #9 of the award
*Admin DODAAC: See Block #16 of the award
Inspected By DODAAC/Ext:
*Ship To Code/Ext: See Contract Line Item
Ship From Code:
*Pay DODAAC: See Block #18a of the award
ADDITIONAL EMAIL NOTIFICATIONS:
1. velmandria.sylvester@us.af.mil
2. kristine.wright.2@us.af.mil Payments may be expedited electronically via the Internet through the Wide Area Work Flow (WAWF) system.
WAWF may be accessed at https://wawf.eb.mil.
WAWF Training may be accessed online at http://www.wawftraining.com.
Payment information may be accessed using the DFAS website at https://www.dfas.mil. Your purchase order/contract number or invoice will be required to inquire status of your payment.
| H-853 |
| Conformance with Environmental Management Systems (Pollution Prevention and Right-to-Know Information) |
| APR 2008 |
1. In addition to the requirements in FAR 52.223-5, contractors shall provide a list of toxic and hazardous 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 training 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…
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