FA2823-14-R-4019_Paving_IDIQ_2014.doc

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Attached to
Paving IDIQ Federal contract opportunity
Solicitation number
FA2823-14-R-4019
Issued by
Department of the Air Force Materiel Command Test Center

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FA2823-14-R-4019 Solicitation

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FA2823-14-R-4019_Amendment_04.pdf PDF
FA2823-14-R-4019_Paving_IDIQ_20_August_2014.pdf PDF
Attach_3_Bid_Schedule_Revised_18_Aug_14.xlsx XLSX spreadsheet
Q A_2.pdf PDF
FA2823-14-R-4019_Paving_IDIQ_11_August_2014.pdf PDF
Amendment_03_FA2823-14-R-4019.pdf PDF
Aerial_Photo.pdf PDF
FA2823-13-R-4019_L M_Paving_Rev_8-8-2014.pdf PDF
Attach_3_Bid_Schedule_Revised_8-8-14.xlsx XLSX spreadsheet
Paving_IDIQ_Q A_30_July_14.pdf PDF
Attach_3_Bid_Schedule.xlsx XLSX spreadsheet
FA2823-14-R-4019_Paving_IDIQ_Revised_Solicitation.doc DOC document
Amendment_02_FA2823-14-R-4019.pdf PDF
Amendment_01_FA2823-14-R-4019.doc DOC document
Attach_3_Bid_Schedule.pdf PDF
Attach_9_APPENDIX_C.pdf PDF
Attach_12_Seed_Statement_of_Work.pdf PDF
Attach_1_Paving_Specifications.pdf PDF
Attach_5_CAB_Affidavit.pdf PDF
Attach_7_APPENDIX_A.pdf PDF
Attach_8_APPENDIX_B.pdf PDF
Attach_4_Contract_Bonds_Checklist.pdf PDF
Attach_10_WD_3_Jan_2014.pdf PDF
Attach_11_Statement_of_Work.pdf PDF
Attach_6_Base_Access_Memorandum_Template.doc DOC document
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Section B - Supplies or Services and Prices

ITEM NO
SUPPLIES/SERVICES
MAX QUANTITY
UNIT
UNIT PRICE
MAX AMOUNT
50
Lump Sum
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
50
Lump Sum

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
50
Lump Sum

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
50
Lump Sum

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
50
Lump Sum

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.

CLIN
MINIMUM

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
0001
MILL ASPHALT
0001AA
0-2500
1250
SY
0001AB
2501-10000
1500
SY
0001AC
10001+
5500
SY
0002
ROUGH GRADING
0002AA
0-2500
1250
SY
0002AB
2501-10000
1500
SY
0002AC
10000+
5500
SY
0003
FINE GRADING ROADS/PARK LOT
0003AA
0-2500
1250
SY
0003AB
2501-10000
1500
SY
0003AC
10001+
5500
SY
0004
FINE GRADING S/W & CART PATHS
0004AA
0-500
250
SY
0004AB
501-5000
2000
SY
0004AC
5001+
3000
SY
0005
FIND GRADING SWALES/DRAINAGE
0005AA
0-2500
500
SY
0005AB
2501-10000
1500
SY
0005AC
10001+
5500
SY
0006
6" GRADED AGGREGATE (GAB) IN PLACE
0006AA
0-2500
500
SY
0006AB
2501-10000
1500
SY
0006AC
10001+
5500
SY
0007
COMP EXISTING SUBGRADE
0007AA
0-2500
1000
SY
0007AB
2500+
1500
SY
0008
COMPACT OF FILL SUBRADE & BASE
0008AA
0-2500
1000
SY
0008AB
2500+
1500
SY
0009
EXCAVATION, BULK
0009AA
0-2500
250
CY
0009AB
2501-10000
1500
CY
0009AC
10001+
5500
CY
0010
EXCAVATION, HAND
50
CY
0011
FILL, COMMON EARTH
0011AA
0-500
250
CY
0011AB
500+
350
CY
0012
FILL, SELECT
0012AA
0-500
250
CY
0012AB
500+
350
CY
0013
SAWCUT ASPHALT
0013AA
0-500
250
LF
0013AB
500-1000
375
LF
0013AC
1001+
600
LF
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
0016AB
251-2000
750
TON
0016AC
2001+
1500
TON
0017
TYPE SP 9.5 TRAFFIC LEVEL B
0017AA
0-250
125
TON
0017AB
251-2000
250
TON
0017AC
2001+
1250
TON
0017AD
ARMI Layer (Crack Relief)
14000
SY
0018
TYPE SP 19.0 TRAFFIC LEVEL B
0018AA
0-250
125
TON
0018AB
251-2000
250
TON
0018AC
2001+
1250
TON
0019
ASPHALT FOR AIRFIELDS
0019AA
0-2000
1000
TON
0019AB
2001-6000
3000
TON
0019AC
6001+
50000
TON
0020
HAUL REMOVED MATERIALS OFF BASE
0020AA
0-100
50
CY
0020AB
101-1000
500
CY
0020AC
1001+
1050
CY
0021
REMOVE CONCRETE
0021AA
UP TO 6" THICK
50
SY
0021AB
6-10" THICK
50
SY
0021AC
GREATER THAN 10" THICK
50
SY
0022
REMOVE SIDEWALK 4" THICK
0022AA
4 FEET WIDE
50
SY
0023
INSTALL CONC S/W 4INCH THICK
0023AA
0-100
50
SY
0023AB
101+
100
SY
0024
CONCRETE VEH PVMT 4" THICK
0024AA
0-50
50
SY
0024AB
50+
75
SY
0025
CONCRETE VEH PVMT 5" THICK
0025AA
0-50
50
SY
0025AB
51+
75
SY
0026
FL DOT TYPE F CURB
0026AA
0-50
50
LF
0026AB
50-500
250
LF
0026AC
501+
750
LF
0027
PCC PAVING 700 PSI FLEX 12" THICK
0027AA
0-100
100
SY
0027AB
101-1000
500
SY
0027AC
1001+
1500
SY
0028
EACH ADDITIONAL INCH
0028AA
0-100
100
SY
0028AB
101-1000
500
SY
0028AC
1001+
1500
SY
0029
EXPANSION JOINT MAT'L SILICONE
0029AA
0-1000
750
LF
0029AB
1001+
1500
LF
0030
PRE-FORMED ELASTOMERIC
0030AA
0-1000
750
LF
0030AB
1001+
1500
LF
0031
PAVEMENT MARKING PERM. REFLECTIVE
0031AA
0-2500
2000
SF
0031AB
2501-10000
7500
SF
0031AC
10001+
12000
SF
0032
PERMANENT NON-REFLECTIVE
0032AA
0-2500
2000
SF
0032AB
2501-10000
7500
SF
0032AC
10001+
12000
SF
0033
TEMPORARY REFLECTIVE
0033AA
0-2500
2000
SF
0033AB
2501-10000
7500
SF
0033AC
10001+
12000
SF
0034
TEMPORARY NON-REFLECTIVE
0034AA
0-2500
2000
SF
0034AB
2501-10000
7500
SF
0034AC
10001+
12000
SF
0035
MANHOLE COVER/DROP INLET
COVER ADJUSTMENT
5
EA
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
0040AA
18"
100
LF
0040AB
24"
100
LF
0040AC
36"
100
LF
0040AD
48"
100
LF
0041
DRAINAGE PIPE, CMP, IN PLACE
0041AA
18"
100
LF
0041AB
24"
100
LF
0041AC
36"
100
LF
0041AD
48"
100
LF
0042
DRAINAGE PIPE, HDPE, IN PLACE
0042AA
18"
100
LF
0042AB
24"
100
LF
0042AC
36"
100
LF
0042AD
48"
100
LF
0043
DEMOLISH ASPHALT PAVEMENT
0043AA
6" THICK
100
SY
0043AB
12" THICK
100
SY
0044
TRAFFIC MARKING REMOVAL
0044AA
0-2500
2500
SF
0044AB
2501-7500
6000
SF
0044AC
7501 - AND GREATER
8000
SF
0045
TRAFFIC MARKING LAYOUT
0045AA
0-2500
2500
SF
0045AB
2501-7500
6000
SF
0045AC
7501 - AND GREATER
8000
SF
0046
SAWCUT CONCRETE
0046AA
0-5"
100
LF
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
0053AA
2000-5000
3000
SF
0053AB
5001-15000
7500
SF
0053AC
15001+
16000
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)
100
LF
0057AB
10' Jersey Barriers 501> (Installed)
100
LF
0058
NPDES Permit Fee
4
Ea

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
1001
MILL ASPHALT
1001AA
0-2500
1250
SY
1001AB
2501-10000
1500
SY
1001AC
10001+
5500
SY
1002
ROUGH GRADING
1002AA
0-2500
1250
SY
1002AB
2501-10000
1500
SY
1002AC
10000+
5500
SY
1003
FINE GRADING ROADS/PARK LOT
1003AA
0-2500
1250
SY
1003AB
2501-10000
1500
SY
1003AC
10001+
5500
SY
1004
FINE GRADING S/W & CART PATHS
1004AA
0-500
250
SY
1004AB
501-5000
2000
SY
1004AC
5001+
3000
SY
1005
FIND GRADING SWALES/DRAINAGE
1005AA
0-2500
500
SY
1005AB
2501-10000
1500
SY
1005AC
10001+
5500
SY
1006
6" GRADED AGGREGATE (GAB) IN PLACE
1006AA
0-2500
500
SY
1006AB
2501-10000
1500
SY
1006AC
10001+
5500
SY
1007
COMP EXISTING SUBGRADE
1007AA
0-2500
1000
SY
1007AB
2500+
1500
SY
1008
COMPACT OF FILL SUBRADE & BASE
1008AA
0-2500
1000
SY
1008AB
2500+
1500
SY
1009
EXCAVATION, BULK
1009AA
0-2500
250
CY
1009AB
2501-10000
1500
CY
1009AC
10001+
5500
CY
1010
EXCAVATION, HAND
50
CY
1011
FILL, COMMON EARTH
1011AA
0-500
250
CY
1011AB
500+
350
CY
1012
FILL, SELECT
1012AA
0-500
250
CY
1012AB
500+
350
CY
1013
SAWCUT ASPHALT
1013AA
0-500
250
LF
1013AB
500-1000
375
LF
1013AC
1001+
600
LF
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
1016AB
251-2000
750
TON
1016AC
2001+
1500
TON
1017
TYPE SP 9.5 TRAFFIC LEVEL B
1017AA
0-250
125
TON
1017AB
251-2000
250
TON
1017AC
2001+
1250
TON
1017AD
ARMI Layer (Crack Relief)
14000
SY
1018
TYPE SP 19.0 TRAFFIC LEVEL B
1018AA
0-250
125
TON
1018AB
251-2000
250
TON
1018AC
2001+
1250
TON
1019
ASPHALT FOR AIRFIELDS
1019AA
0-2000
1000
TON
1019AB
2001-6000
3000
TON
1019AC
6001+
50000
TON
1020
HAUL REMOVED MATERIALS OFF BASE
1020AA
0-100
50
CY
1020AB
101-1000
500
CY
1020AC
1001+
1050
CY
1021
REMOVE CONCRETE
1021AA
UP TO 6" THICK
50
SY
1021AB
6-10" THICK
50
SY
1021AC
GREATER THAN 10" THICK
50
SY
1022
REMOVE SIDEWALK 4" THICK
1022AA
4 FEET WIDE
50
SY
1023
INSTALL CONC S/W 4INCH THICK
1023AA
0-100
50
SY
1023AB
101+
100
SY
1024
CONCRETE VEH PVMT 4" THICK
1024AA
0-50
50
SY
1024AB
50+
75
SY
10025
CONCRETE VEH PVMT 5" THICK
1025AA
0-50
50
SY
1025AB
51+
75
SY
10026
FL DOT TYPE F CURB
1026AA
0-50
50
LF
1026AB
50-500
250
LF
1026AC
501+
750
LF
1027
PCC PAVING 700 PSI FLEX 12" THICK
1027AA
0-100
100
SY
1027AB
101-1000
500
SY
1027AC
1001+
1500
SY
1028
EACH ADDITIONAL INCH
1028AA
0-100
100
SY
1028AB
101-1000
500
SY
1028AC
1001+
1500
SY
1029
EXPANSION JOINT MAT'L SILICONE
1029AA
0-1000
750
LF
1029AB
1001+
1500
LF
1030
PRE-FORMED ELASTOMERIC
1030AA
0-1000
750
LF
1030AB
1001+
1500
LF
1031
PAVEMENT MARKING PERM. REFLECTIVE
1031AA
0-2500
2000
SF
1031AB
2501-10000
7500
SF
1031AC
10001+
12000
SF
1032
PERMANENT NON-REFLECTIVE
1032AA
0-2500
2000
SF
1032AB
2501-10000
7500
SF
1032AC
10001+
12000
SF
1033
TEMPORARY REFLECTIVE
1033AA
0-2500
2000
SF
1033AB
2501-10000
7500
SF
1033AC
10001+
12000
SF
1034
TEMPORARY NON-REFLECTIVE
1034AA
0-2500
2000
SF
1034AB
2501-10000
7500
SF
1034AC
10001+
12000
SF
1035
MANHOLE COVER/DROP INLET
COVER ADJUSTMENT
5
EA
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
1040AA
18"
100
LF
1040AB
24"
100
LF
1040AC
36"
100
LF
1040AD
48"
100
LF
1041
DRAINAGE PIPE, CMP, IN PLACE
1041AA
18"
100
LF
1041AB
24"
100
LF
1041AC
36"
100
LF
1041AD
48"
100
LF
1042
DRAINAGE PIPE, HDPE, IN PLACE
1042AA
18"
100
LF
1042AB
24"
100
LF
1042AC
36"
100
LF
1042AD
48"
100
LF
1043
DEMOLISH ASPHALT PAVEMENT
1043AA
6" THICK
100
SY
1043AB
12" THICK
100
SY
1044
TRAFFIC MARKING REMOVAL
1044AA
0-2500
2500
SF
1044AB
2501-7500
6000
SF
1044AC
7501 - AND GREATER
8000
SF
1045
TRAFFIC MARKING LAYOUT
1045AA
0-2500
2500
SF
1045AB
2501-7500
6000
SF
1045AC
7501 - AND GREATER
8000
SF
1046
SAWCUT CONCRETE
1046AA
0-5"
100
LF
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
1053AA
2000-5000
3000
SF
1053AB
5001-15000
7500
SF
1053AC
15001+
16000
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)
100
LF
1057AB
10' Jersey Barriers 501> (Installed)
100
LF
1058
NPDES Permit Fee
4
Ea

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
2001
MILL ASPHALT
2001AA
0-2500
1250
SY
2001AB
2501-10000
1500
SY
2001AC
10001+
5500
SY
2002
ROUGH GRADING
2002AA
0-2500
1250
SY
2002AB
2501-10000
1500
SY
2002AC
10000+
5500
SY
2003
FINE GRADING ROADS/PARK LOT
2003AA
0-2500
1250
SY
2003AB
2501-10000
1500
SY
2003AC
10001+
5500
SY
2004
FINE GRADING S/W & CART PATHS
2004AA
0-500
250
SY
2004AB
501-5000
2000
SY
2004AC
5001+
3000
SY
2005
FIND GRADING SWALES/DRAINAGE
2005AA
0-2500
500
SY
2005AB
2501-10000
1500
SY
2005AC
10001+
5500
SY
2006
6" GRADED AGGREGATE (GAB) IN PLACE
2006AA
0-2500
500
SY
2006AB
2501-10000
1500
SY
2006AC
10001+
5500
SY
2007
COMP EXISTING SUBGRADE
2007AA
0-2500
1000
SY
2007AB
2500+
1500
SY
2008
COMPACT OF FILL SUBRADE & BASE
2008AA
0-2500
1000
SY
2008AB
2500+
1500
SY
2009
EXCAVATION, BULK
2009AA
0-2500
250
CY
2009AB
2501-10000
1500
CY
2009AC
10001+
5500
CY
2010
EXCAVATION, HAND
50
CY
2011
FILL, COMMON EARTH
2011AA
0-500
250
CY
2011AB
500+
350
CY
2012
FILL, SELECT
2012AA
0-500
250
CY
2012AB
500+
350
CY
2013
SAWCUT ASPHALT
2013AA
0-500
250
LF
2013AB
500-1000
375
LF
2013AC
1001+
600
LF
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
2016AB
251-2000
750
TON
2016AC
2001+
1500
TON
2017
TYPE SP 9.5 TRAFFIC LEVEL B
2017AA
0-250
125
TON
2017AB
251-2000
250
TON
2017AC
2001+
1250
TON
2017AD
ARMI Layer (Crack Relief)
14000
SY
2018
TYPE SP 19.0 TRAFFIC LEVEL B
2018AA
0-250
125
TON
2018AB
251-2000
250
TON
2018AC
2001+
1250
TON
2019
ASPHALT FOR AIRFIELDS
2019AA
0-2000
1000
TON
2019AB
2001-6000
3000
TON
2019AC
6001+
50000
TON
2020
HAUL REMOVED MATERIALS OFF BASE
2020AA
0-100
50
CY
2020AB
101-1000
500
CY
2020AC
1001+
1050
CY
2021
REMOVE CONCRETE
2021AA
UP TO 6" THICK
50
SY
2021AB
6-10" THICK
50
SY
2021AC
GREATER THAN 10" THICK
50
SY
2022
REMOVE SIDEWALK 4" THICK
2022AA
4 FEET WIDE
50
SY
2023
INSTALL CONC S/W 4INCH THICK
2023AA
0-100
50
SY
2023AB
101+
100
SY
2024
CONCRETE VEH PVMT 4" THICK
2024AA
0-50
50
SY
2024AB
50+
75
SY
2025
CONCRETE VEH PVMT 5" THICK
2025AA
0-50
50
SY
2025AB
51+
75
SY
2026
FL DOT TYPE F CURB
2026AA
0-50
50
LF
2026AB
50-500
250
LF
2026AC
501+
750
LF
2027
PCC PAVING 700 PSI FLEX 12" THICK
2027AA
0-100
100
SY
2027AB
101-1000
500
SY
2027AC
1001+
1500
SY
2028
EACH ADDITIONAL INCH
2028AA
0-100
100
SY
2028AB
101-1000
500
SY
2028AC
1001+
1500
SY
2029
EXPANSION JOINT MAT'L SILICONE
2029AA
0-1000
750
LF
2029AB
1001+
1500
LF
2030
PRE-FORMED ELASTOMERIC
2030AA
0-1000
750
LF
0030AB
1001+
1500
LF
2031
PAVEMENT MARKING PERM. REFLECTIVE
2031AA
0-2500
2000
SF
2031AB
2501-10000
7500
SF
2031AC
10001+
12000
SF
2032
PERMANENT NON-REFLECTIVE
2032AA
0-2500
2000
SF
2032AB
2501-10000
7500
SF
2032AC
10001+
12000
SF
2033
TEMPORARY REFLECTIVE
2033AA
0-2500
2000
SF
2033AB
2501-10000
7500
SF
2033AC
10001+
12000
SF
2034
TEMPORARY NON-REFLECTIVE
2034AA
0-2500
2000
SF
2034AB
2501-10000
7500
SF
2034AC
10001+
12000
SF
2035
MANHOLE COVER/DROP INLET
COVER ADJUSTMENT
5
EA
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
2040AA
18"
100
LF
2040AB
24"
100
LF
2040AC
36"
100
LF
2040AD
48"
100
LF
2041
DRAINAGE PIPE, CMP, IN PLACE
2041AA
18"
100
LF
2041AB
24"
100
LF
2041AC
36"
100
LF
2041AD
48"
100
LF
2042
DRAINAGE PIPE, HDPE, IN PLACE
2042AA
18"
100
LF
2042AB
24"
100
LF
2042AC
36"
100
LF
2042AD
48"
100
LF
2043
DEMOLISH ASPHALT PAVEMENT
2043AA
6" THICK
100
SY
2043AB
12" THICK
100
SY
2044
TRAFFIC MARKING REMOVAL
2044AA
0-2500
2500
SF
2044AB
2501-7500
6000
SF
2044AC
7501 - AND GREATER
8000
SF
2045
TRAFFIC MARKING LAYOUT
2045AA
0-2500
2500
SF
2045AB
2501-7500
6000
SF
2045AC
7501 - AND GREATER
8000
SF
2046
SAWCUT CONCRETE
2046AA
0-5"
100
LF
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
0053AA
2000-5000
3000
SF
0053AB
5001-15000
7500
SF
0053AC
15001+
16000
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)
100
LF
2057AB
10' Jersey Barriers 501> (Installed)
100
LF
2058
NPDES Permit Fee
4
Ea

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
3001
MILL ASPHALT
3001AA
0-2500
1250
SY
3001AB
2501-10000
1500
SY
3001AC
10001+
5500
SY
2002
ROUGH GRADING
3002AA
0-2500
1250
SY
3002AB
2501-10000
1500
SY
3002AC
10000+
5500
SY
3003
FINE GRADING ROADS/PARK LOT
3003AA
0-2500
1250
SY
3003AB
2501-10000
1500
SY
3003AC
10001+
5500
SY
3004
FINE GRADING S/W & CART PATHS
3004AA
0-500
250
SY
3004AB
501-5000
2000
SY
3004AC
5001+
3000
SY
3005
FIND GRADING SWALES/DRAINAGE
3005AA
0-2500
500
SY
3005AB
2501-10000
1500
SY
3005AC
10001+
5500
SY
3006
6" GRADED AGGREGATE (GAB) IN PLACE
3006AA
0-2500
500
SY
3006AB
2501-10000
1500
SY
3006AC
10001+
5500
SY
3007
COMP EXISTING SUBGRADE
3007AA
0-2500
1000
SY
3007AB
2500+
1500
SY
3008
COMPACT OF FILL SUBRADE & BASE
3008AA
0-2500
1000
SY
3008AB
2500+
1500
SY
3009
EXCAVATION, BULK
3009AA
0-2500
250
CY
3009AB
2501-10000
1500
CY
3009AC
10001+
5500
CY
3010
EXCAVATION, HAND
50
CY
3011
FILL, COMMON EARTH
3011AA
0-500
250
CY
3011AB
500+
350
CY
3012
FILL, SELECT
3012AA
0-500
250
CY
3012AB
500+
350
CY
3013
SAWCUT ASPHALT
3013AA
0-500
250
LF
3013AB
500-1000
375
LF
3013AC
1001+
600
LF
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
3016AB
251-2000
750
TON
3016AC
2001+
1500
TON
3017
TYPE SP 9.5 TRAFFIC LEVEL B
3017AA
0-250
125
TON
3017AB
251-2000
250
TON
3017AC
2001+
1250
TON
3017AD
ARMI Layer (Crack Relief)
14000
SY
3018
TYPE SP 19.0 TRAFFIC LEVEL B
3018AA
0-250
125
TON
3018AB
251-2000
250
TON
3018AC
2001+
1250
TON
3019
ASPHALT FOR AIRFIELDS
3019AA
0-2000
1000
TON
3019AB
2001-6000
3000
TON
3019AC
6001+
50000
TON
3020
HAUL REMOVED MATERIALS OFF BASE
3020AA
0-100
50
CY
3020AB
101-1000
500
CY
3020AC
1001+
1050
CY
3021
REMOVE CONCRETE
3021AA
UP TO 6" THICK
50
SY
3021AB
6-10" THICK
50
SY
3021AC
GREATER THAN 10" THICK
50
SY
3022
REMOVE SIDEWALK 4" THICK
3022AA
4 FEET WIDE
50
SY
3023
INSTALL CONC S/W 4INCH THICK
3023AA
0-100
50
SY
3023AB
101+
100
SY
3024
CONCRETE VEH PVMT 4" THICK
3024AA
0-50
50
SY
3024AB
50+
75
SY
3025
CONCRETE VEH PVMT 5" THICK
3025AA
0-50
50
SY
3025AB
51+
75
SY
3026
FL DOT TYPE F CURB
3026AA
0-50
50
LF
3026AB
50-500
250
LF
3026AC
501+
750
LF
3027
PCC PAVING 700 PSI FLEX 12" THICK
3027AA
0-100
100
SY
3027AB
101-1000
500
SY
3027AC
1001+
1500
SY
3028
EACH ADDITIONAL INCH
3028AA
0-100
100
SY
3028AB
101-1000
500
SY
3028AC
1001+
1500
SY
3029
EXPANSION JOINT MAT'L SILICONE
3029AA
0-1000
750
LF
3029AB
1001+
1500
LF
3030
PRE-FORMED ELASTOMERIC
3030AA
0-1000
750
LF
3030AB
1001+
1500
LF
3031
PAVEMENT MARKING PERM. REFLECTIVE
3031AA
0-2500
2000
SF
3031AB
2501-10000
7500
SF
3031AC
10001+
12000
SF
3032
PERMANENT NON-REFLECTIVE
3032AA
0-2500
2000
SF
3032AB
2501-10000
7500
SF
3032AC
10001+
12000
SF
3033
TEMPORARY REFLECTIVE
3033AA
0-2500
2000
SF
3033AB
2501-10000
7500
SF
3033AC
10001+
12000
SF
3034
TEMPORARY NON-REFLECTIVE
3034AA
0-2500
2000
SF
3034AB
2501-10000
7500
SF
3034AC
10001+
12000
SF
3035
MANHOLE COVER/DROP INLET
COVER ADJUSTMENT
5
EA
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
3040AA
18"
100
LF
3040AB
24"
100
LF
3040AC
36"
100
LF
3040AD
48"
100
LF
3041
DRAINAGE PIPE, CMP, IN PLACE
3041AA
18"
100
LF
3041AB
24"
100
LF
3041AC
36"
100
LF
3041AD
48"
100
LF
3042
DRAINAGE PIPE, HDPE, IN PLACE
3042AA
18"
100
LF
3042AB
24"
100
LF
3042AC
36"
100
LF
3042AD
48"
100
LF
3043
DEMOLISH ASPHALT PAVEMENT
3043AA
6" THICK
100
SY
3043AB
12" THICK
100
SY
3044
TRAFFIC MARKING REMOVAL
3044AA
0-2500
2500
SF
3044AB
2501-7500
6000
SF
3044AC
7501 - AND GREATER
8000
SF
3045
TRAFFIC MARKING LAYOUT
3045AA
0-2500
2500
SF
3045AB
2501-7500
6000
SF
3045AC
7501 - AND GREATER
8000
SF
3046
SAWCUT CONCRETE
3046AA
0-5"
100
LF
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
3053AA
2000-5000
3000
SF
3053AB
5001-15000
7500
SF
3053AC
15001+
16000
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)
100
LF
3057AB
10' Jersey Barriers 501> (Installed)
100
LF
3058
NPDES Permit Fee
4
Ea

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
4001
MILL ASPHALT
4001AA
0-2500
1250
SY
4001AB
2501-10000
1500
SY
4001AC
10001+
5500
SY
4002
ROUGH GRADING
4002AA
0-2500
1250
SY
4002AB
2501-10000
1500
SY
4002AC
10000+
5500
SY
4003
FINE GRADING ROADS/PARK LOT
4003AA
0-2500
1250
SY
4003AB
2501-10000
1500
SY
4003AC
10001+
5500
SY
4004
FINE GRADING S/W & CART PATHS
4004AA
0-500
250
SY
4004AB
501-5000
2000
SY
4004AC
5001+
3000
SY
4005
FIND GRADING SWALES/DRAINAGE
4005AA
0-2500
500
SY
4005AB
2501-10000
1500
SY
4005AC
10001+
5500
SY
4006
6" GRADED AGGREGATE (GAB) IN PLACE
4006AA
0-2500
500
SY
4006AB
2501-10000
1500
SY
4006AC
10001+
5500
SY
4007
COMP EXISTING SUBGRADE
4007AA
0-2500
1000
SY
0007AB
2500+
1500
SY
4008
COMPACT OF FILL SUBRADE & BASE
4008AA
0-2500
1000
SY
4008AB
2500+
1500
SY
4009
EXCAVATION, BULK
4009AA
0-2500
250
CY
4009AB
2501-10000
1500
CY
4009AC
10001+
5500
CY
4010
EXCAVATION, HAND
50
CY
4011
FILL, COMMON EARTH
4011AA
0-500
250
CY
4011AB
500+
350
CY
4012
FILL, SELECT
4012AA
0-500
250
CY
4012AB
500+
350
CY
4013
SAWCUT ASPHALT
4013AA
0-500
250
LF
4013AB
500-1000
375
LF
4013AC
1001+
600
LF
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
4016AB
251-2000
750
TON
4016AC
2001+
1500
TON
4017
TYPE SP 9.5 TRAFFIC LEVEL B
4017AA
0-250
125
TON
4017AB
251-2000
250
TON
4017AC
2001+
1250
TON
4017AD
ARMI Layer (Crack Relief)
14000
SY
4018
TYPE SP 19.0 TRAFFIC LEVEL B
4018AA
0-250
125
TON
4018AB
251-2000
250
TON
4018AC
2001+
1250
TON
4019
ASPHALT FOR AIRFIELDS
4019AA
0-2000
1000
TON
4019AB
2001-6000
3000
TON
4019AC
6001+
50000
TON
4020
HAUL REMOVED MATERIALS OFF BASE
4020AA
0-100
50
CY
4020AB
101-1000
500
CY
4020AC
1001+
1050
CY
4021
REMOVE CONCRETE
4021AA
UP TO 6" THICK
50
SY
4021AB
6-10" THICK
50
SY
4021AC
GREATER THAN 10" THICK
50
SY
4022
REMOVE SIDEWALK 4" THICK
4022AA
4 FEET WIDE
50
SY
4023
INSTALL CONC S/W 4INCH THICK
4023AA
0-100
50
SY
4023AB
101+
100
SY
4024
CONCRETE VEH PVMT 4" THICK
4024AA
0-50
50
SY
4024AB
50+
75
SY
4025
CONCRETE VEH PVMT 5" THICK
4025AA
0-50
50
SY
4025AB
51+
75
SY
4026
FL DOT TYPE F CURB
4026AA
0-50
50
LF
4026AB
50-500
250
LF
4026AC
501+
750
LF
4027
PCC PAVING 700 PSI FLEX 12" THICK
4027AA
0-100
100
SY
4027AB
101-1000
500
SY
4027AC
1001+
1500
SY
4028
EACH ADDITIONAL INCH
4028AA
0-100
100
SY
4028AB
101-1000
500
SY
4028AC
1001+
1500
SY
4029
EXPANSION JOINT MAT'L SILICONE
4029AA
0-1000
750
LF
4029AB
1001+
1500
LF
4030
PRE-FORMED ELASTOMERIC
4030AA
0-1000
750
LF
4030AB
1001+
1500
LF
4031
PAVEMENT MARKING PERM. REFLECTIVE
4031AA
0-2500
2000
SF
4031AB
2501-10000
7500
SF
4031AC
10001+
12000
SF
4032
PERMANENT NON-REFLECTIVE
4032AA
0-2500
2000
SF
4032AB
2501-10000
7500
SF
4032AC
10001+
12000
SF
4033
TEMPORARY REFLECTIVE
4033AA
0-2500
2000
SF
4033AB
2501-10000
7500
SF
4033AC
10001+
12000
SF
4034
TEMPORARY NON-REFLECTIVE
4034AA
0-2500
2000
SF
4034AB
2501-10000
7500
SF
4034AC
10001+
12000
SF
4035
MANHOLE COVER/DROP INLET
COVER ADJUSTMENT
5
EA
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
4040AA
18"
100
LF
4040AB
24"
100
LF
4040AC
36"
100
LF
4040AD
48"
100
LF
4041
DRAINAGE PIPE, CMP, IN PLACE
4041AA
18"
100
LF
4041AB
24"
100
LF
4041AC
36"
100
LF
4041AD
48"
100
LF
4042
DRAINAGE PIPE, HDPE, IN PLACE
4042AA
18"
100
LF
4042AB
24"
100
LF
4042AC
36"
100
LF
4042AD
48"
100
LF
4043
DEMOLISH ASPHALT PAVEMENT
4043AA
6" THICK
100
SY
4043AB
12" THICK
100
SY
4044
TRAFFIC MARKING REMOVAL
4044AA
0-2500
2500
SF
4044AB
2501-7500
6000
SF
4044AC
7501 - AND GREATER
8000
SF
4045
TRAFFIC MARKING LAYOUT
4045AA
0-2500
2500
SF
4045AB
2501-7500
6000
SF
4045AC
7501 - AND GREATER
8000
SF
4046
SAWCUT CONCRETE
4046AA
0-5"
100
LF
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
4053AA
2000-5000
3000
SF
4053AB
5001-15000
7500
SF
4053AC
15001+
16000
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)
100
LF
4057AB
10' Jersey Barriers 501> (Installed)
100
LF
4058
NPDES Permit Fee
4
Ea

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
4001
MILL ASPHALT
4001AA
0-2500

SY

4001AB
2501-10000

SY

4001AC
10001+

SY

4002
ROUGH GRADING
4002AA
0-2500

SY

4002AB
2501-10000

SY

4002AC
10000+

SY

4003
FINE GRADING ROADS/PARK LOT
4003AA
0-2500
928
SY
4003AB
2501-10000

SY

4003AC
10001+

SY

4004
FINE GRADING S/W & CART PATHS
4004AA
0-500

SY

4004AB
501-5000

SY

4004AC
5001+

SY

4005
FIND GRADING SWALES/DRAINAGE
4005AA
0-2500

SY

4005AB
2501-10000

SY

4005AC
10001+

SY

4006
6" GRADED AGGREGATE (GAB) IN PLACE
4006AA
0-2500

SY

4006AB
2501-10000

SY

4006AC
10001+

SY

4007
COMP EXISTING SUBGRADE
4007AA
0-2500

SY

0007AB
2500+

SY

4008
COMPACT OF FILL SUBRADE & BASE
4008AA
0-2500
928
SY
4008AB
2500+

SY

4009
EXCAVATION, BULK
4009AA
0-2500
65
CY
4009AB
2501-10000

CY

4009AC
10001+

CY

4010
EXCAVATION, HAND

CY

4011
FILL, COMMON EARTH
4011AA
0-500

CY

4011AB
500+

CY

4012
FILL, SELECT
4012AA
0-500

CY

4012AB
500+

CY

4013
SAWCUT ASPHALT
4013AA
0-500
85
LF
4013AB
500-1000

LF

4013AC
1001+

LF

4014
BITUM PRIME COAT
95
GAL
4015
BITUM TACK COAT

GAL

4016
ASPHALT IN PLACE COMPACTED
4016AA
Type SP 12.5 Traffic Level B 0-250

TON

4016AB
251-2000
127
TON
4016AC
2001+

TON

4017
TYPE SP 9.5 TRAFFIC LEVEL B
4017AA
0-250

TON

4017AB
251-2000

TON

4017AC
2001+

TON

4017AD
ARMI Layer (Crack Relief)

SY

4018
TYPE SP 19.0 TRAFFIC LEVEL B
4018AA
0-250

TON

4018AB
251-2000

TON

4018AC
2001+

TON

4019
ASPHALT FOR AIRFIELDS
4019AA
0-2000

TON

4019AB
2001-6000

TON

4019AC
6001+

TON

4020
HAUL REMOVED MATERIALS OFF BASE
4020AA
0-100

CY

4020AB
101-1000

CY

4020AC
1001+

CY

4021
REMOVE CONCRETE
4021AA
UP TO 6" THICK

SY

4021AB
6-10" THICK

SY

4021AC
GREATER THAN 10" THICK

SY

4022
REMOVE SIDEWALK 4" THICK
4022AA
4 FEET WIDE

SY

4023
INSTALL CONC S/W 4INCH THICK
4023AA
0-100

SY

4023AB
101+

SY

4024
CONCRETE VEH PVMT 4" THICK
4024AA
0-50

SY

4024AB
50+

SY

4025
CONCRETE VEH PVMT 5" THICK
4025AA
0-50

SY

4025AB
51+

SY

4026
FL DOT TYPE F CURB
4026AA
0-50

LF

4026AB
50-500

LF

4026AC
501+

LF

4027
PCC PAVING 700 PSI FLEX 12" THICK
4027AA
0-100

SY

4027AB
101-1000

SY

4027AC
1001+

SY

4028
EACH ADDITIONAL INCH
4028AA
0-100

SY

4028AB
101-1000

SY

4028AC
1001+

SY

4029
EXPANSION JOINT MAT'L SILICONE
4029AA
0-1000

LF

4029AB
1001+

LF

4030
PRE-FORMED ELASTOMERIC
4030AA
0-1000

LF

4030AB
1001+

LF

4031
PAVEMENT MARKING PERM. REFLECTIVE
4031AA
0-2500

SF

4031AB
2501-10000

SF

4031AC
10001+

SF

4032
PERMANENT NON-REFLECTIVE
4032AA
0-2500

SF

4032AB
2501-10000

SF

4032AC
10001+

SF

4033
TEMPORARY REFLECTIVE
4033AA
0-2500

SF

4033AB
2501-10000

SF

4033AC
10001+

SF

4034
TEMPORARY NON-REFLECTIVE
4034AA
0-2500

SF

4034AB
2501-10000

SF

4034AC
10001+

SF

4035
MANHOLE COVER/DROP INLET

COVER ADJUSTMENT

EA

4036
VALVE BOX ADJUSTMENT

EA

4037
REFLECTIVE PAVEMENT MARKERS

EA

4038
TRAFFIC TURTLES

EA

4039
HEADWALL/DRAINAGE STRUCTURES

CY

4040
DRAINAGE PIPE, RCP, IN PLACE
4040AA
18"

LF

4040AB
24"

LF

4040AC
36"

LF

4040AD
48"

LF

4041
DRAINAGE PIPE, CMP, IN PLACE
4041AA
18"

LF

4041AB
24"

LF

4041AC
36"

LF

4041AD
48"

LF

4042
DRAINAGE PIPE, HDPE, IN PLACE
4042AA
18"

LF

4042AB
24"

LF

4042AC
36"

LF

4042AD
48"

LF

4043
DEMOLISH ASPHALT PAVEMENT
4043AA
6" THICK

SY

4043AB
12" THICK

SY

4044
TRAFFIC MARKING REMOVAL
4044AA
0-2500

SF

4044AB
2501-7500

SF

4044AC
7501 - AND GREATER

SF

4045
TRAFFIC MARKING LAYOUT
4045AA
0-2500

SF

4045AB
2501-7500

SF

4045AC
7501 - AND GREATER

SF

4046
SAWCUT CONCRETE
4046AA
0-5"

LF

4046AB
GREATER THAN 5"

LF

4047
AIRCRAFT TIEDOWNS

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

4051
PLACE/WATER SOD

SY

4052
SEEDING/WATERING

SY

4053
RUNWAY PAINT REMOVAL
4053AA
2000-5000

SF

4053AB
5001-15000

SF

4053AC
15001+

SF

4053AD
Runway Painted Surface Cleaning

SF

4054
FIELD ADJUST RUNWAY LIGHT & CONCRETE

EA

JUNCTION BLOCKS

4055
RUNWAY RUBBER REMOVAL
4055AA
0-200,000

SF

4055AB
200,001-400,000

SF

4055AC
400,001-600,000

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

4058
NPDES Permit Fee

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
0001
POP 02-JUN-2014 TO

01-JUN-2016

N/A
N/A
1001
POP 02-JUN-2015 TO

01-JUN-2016

N/A
N/A
2001
POP 02-JUN-2016 TO

01-JUN-2017

N/A
N/A
3001
POP 02-JUN-2017 TO

01-JUN-2018

N/A
N/A
4001
POP 02-JUN-2018 TO

01-JUN-2019

N/A
N/A

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.

H-854
BONDS
NOV 2013

(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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