01 22 00 Method of Payment - REV 2- 23 APR 24.pdf

PDF 238 KB Posted Apr 23, 2024

Attached to: Civil Works IDIQ 2024 - Hurlburt Field, FL
Solicitation number: FA441724CivilWorks
Issued by: Department of the Air Force Special Operations Command

About this file

Written by GovTribe AI · Apr 23, 2024

This document is a section from a Request for Proposal (RFP) for a Civil Works Indefinite Delivery/Indefinite Quantity (IDIQ) construction contract at Hurlburt Field, Florida. It details the method of payment and line item descriptions for the various construction and related services required under the contract.

The contract is a 100% small business set-aside with a guaranteed minimum of $25,000 and a maximum ceiling of $26,000,000 over the life of the contract. Pricing is firm-fixed with economic price adjustment. Key services included are demolition, earthwork, paving, drainage, fencing, landscaping, utilities, and various specialty construction activities. The RFP also specifies required testing, surveys, and engineering services. A separate solicitation document provides additional details on the overall contract opportunity, including a site visit for a seed project to repair sewer lines.

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REVISED-23 APR 24 -Contract Price Bid Schedule - CLIN 0078D-0081D CHANGES.xlsx	XLSX spreadsheet	Apr 23, 2024
Att 2 - Contract Price Bid Schedule REV 2 - 18Apr24.xlsx	XLSX spreadsheet	Apr 22, 2024
Att 2 - Contract Price Bid Schedule REV 2 - 18Apr24.xlsx	XLSX spreadsheet	Apr 19, 2024
Amendment 2 - FA441724R00040002 RELEASED.pdf	PDF	Apr 19, 2024
Att 1 - 01 22 00 Method of Payment - REV1 - 18 APR 24.pdf	PDF	Apr 19, 2024
2024 Civil Works Questions 18 Apr 24 (2).docx	DOCX document	Apr 18, 2024
Sewer Basin - SEED Project Photos.pdf	PDF	Apr 18, 2024
2024 Civil Works Questions 18 Apr 24.docx	DOCX document	Apr 18, 2024
Attachment 13 - Section L Instructions to Offerors - Revised 8 Apr 24.docx	DOCX document	Apr 8, 2024
Attachment 04 - Contract Price Bid Schedule - REVISED 3 APR 24.xlsx	XLSX spreadsheet	Apr 4, 2024
2024 Civil Works Questions 03 Apr 24.docx	DOCX document	Apr 4, 2024
Attachment 02 - Drawings Repair Sewer Lines Basin 2 FY24-C101.pdf	PDF	Apr 4, 2024
Solicitation Amendment 1 - FA441724R0004-0001.pdf	PDF	Apr 4, 2024
Attachment 03 - Drawings Repair Sewer Lines Basin 2 FY24-C102.pdf	PDF	Apr 4, 2024
Attachment 01 - Section L Instructions to Offerors UPDATED 03Apr24.docx	DOCX document	Apr 4, 2024
CP1139009 Site Utility Map - CIvil Works Seed Project.pdf	PDF	Mar 20, 2024
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CIVIL WORKS IDIQ AND SEED PROJECT - Questions and Responses - 11 Mar 24.docx	DOCX document	Mar 12, 2024
Attachment 12 - AF Form 3064 Contract Progress Schedule - Sample.xlsx	XLSX spreadsheet	Mar 5, 2024
Solicitation - FA441724R0004 - 4 Mar 24.pdf	PDF	Mar 5, 2024
Attachment 4 - SEED Project- Repair Sewer Lines Basin 2 SOW.docx	DOCX document	Mar 5, 2024
Attachment 9 - Wage Determination NO- FL20240179- Highway.pdf	PDF	Mar 5, 2024
Attachment 2 - Civil Works Specifications 1 Jan 2024- 343 Pages.pdf	PDF	Mar 5, 2024
Attachment 6 - SEED Project- Repair Sewer Lines Basin 2 Map.pdf	PDF	Mar 5, 2024
Attachment 14 - Section M Evaluation Factors for Award.docx	DOCX document	Mar 5, 2024
Attachment 3 - SEED Project Repair Sewer Lines Basin 2 Site Visit - 4 Mar 24.docx	DOCX document	Mar 5, 2024
Attachment 13 - Section L Instructions to Offerors.docx	DOCX document	Mar 5, 2024
Attachment 10 - Past Performance Questionnaire (PPQs) - Template - 4 Mar 24.pdf	PDF	Mar 5, 2024
Attachment 5 - SEED Project- Repair Sewer Lines Basin 2 Drawings.pdf	PDF	Mar 5, 2024
Attachment 7 - SEED Project- Repair Sewer Lines Basin 2- WTA.pdf	PDF	Mar 5, 2024
Attachment 11 - Financial Questionnaire - 4 mar 24.docx	DOCX document	Mar 5, 2024
Attachment 1 - Contract Price Bid Schedule.xlsx	XLSX spreadsheet	Mar 5, 2024
Attachment 8 - Wage Determination NO- FL20240127 -Heavy.pdf	PDF	Mar 5, 2024

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CIVIL IDIQ 2024

01 22 00-1

SECTION 01 22 00 METHOD OF PAYMENT

PART 1 GENERAL

1.01 RELATED SPECIFICATION SECTIONS

A. Section 01000 – GENERAL REQUIREMENTS

1.02 INTENT

A. The intent of this section is to describe in detail what work is to be completed by the Contractor in each price list line item. The line items are distinguished by their individual line item numbers as shown on the bid schedule.

1.03 IN – PLACE QUANTITIES

A. The Contractor shall be paid for all work provided to the Government as part of the individual delivery orders. The Government will verify and compensate the Contractor for the in place quantity of materials provided by the Contractor as part of the delivery order.

1.04 QUANTITY OF MATERIALS

A. Several line items are determined by the quantity of material used in the delivery order. The quantity of materials used to determine the appropriate line item is the total quantity per delivery order.

1.05 LABOR, EQUIPMENT AND MATERIAL COSTS

A. Unless otherwise specified in the following paragraphs, all required labor, equipment, material, and incidentals required to perform line item work per specifications should be included in the line item, i.e.

include tracer wire and warning tape on all nonmetallic water/sewer lines.

1.06 OVERHEAD, PROFIT AND G & A

A. All line items include the Contractors expense for overhead, profit and general & administrative. No additional fees will be paid to the Contractor for overhead, profit and G & A expenses such as insurance, bonding and managerial expenses.

1.07 INCIDENTAL WORK

A. Incidental work including but not limited to: erection of barricades and soil erosion barriers, traffic control, FOD prevention, administrative expenses, re-work, etc, shall be included in the base items listed in the bid schedule and no separate payment will be made for these items or any other item not listed in the bid schedule unless approved by the Contracting Officer on an individual case by case basis. Engineering Services include, but not limited to: preliminary and final design and other associated items such as permitting, engineers stamp/seals, subsurface investigations, etc.

1.08 ESTIMATE OF NON-PRE-PRICED ITEMS

A. Items required by the delivery order statement of work that are not included in the pre-priced line items below shall be organized at the bottom of the proposal, listing a short description of work, quantity, unit price and total price. Non-pre-priced item costs shall be supported by price quotes from 3 verifiable sources.

1.09 LINE ITEMS

0001. MILL ASPHALT, UP TO 3" DEEP, 0-2500 SY

a. Cost accounts for removal of asphalt deposition into trucks, and hauling/disposal of materials to an off base location. The cost for mobilization/demobilization of the milling machine is included in line item 0004. Unit of measure is SY.

0002. MILL ASPHALT, UP TO 3" DEEP, 2501+ SY

a. Cost accounts for removal of asphalt, deposition into trucks, and hauling/disposal of materials to an off base location. The cost for mobilization/demobilization of the milling machine is included in line item 0004. Unit of measure is SY.

0003. MILL ASPHALT, EACH ADDITIONAL 1"

a. Cost accounts for removal of asphalt, deposition into trucks, and hauling/disposal of materials to an off base location. The cost for mobilization/demobilization is line item 0004. Unit of measure is SY.

0004. MOBILIZE MILLING MACHINE

REV 2 - 23 APR 24

01 22 00-2

a. Cost accounts for the mobilization and demobilization of the milling machine. Included are all associated labor, material and equipment required to deliver and return milling machine to and from the project site. Unit of measure is EA.

0005. DEMOLISH ASPHALT, UP TO 4" DEEP

a. For areas too small to mill economically will entail use of front-end loader, manual labor and hydraulic/air hammers, which includes removal, loading into trucks, and hauling/disposal of materials to an off base location. Unit of measure is SY.

0006. DEMOLISH ASPHALT, EACH ADDITIONAL 1”

0007. DEMOLISH CONCRETE PAVEMENT, UP TO 10” THICK

a. Includes breaking of concrete and loading for hauling, plain or reinforced. Saw-cutting, if required, will be included in Line Item’s (LI’s) 0024 or 0025. Unit of measure is SY.

0008. DEMOLISH CONCRETE PAVEMENT GREATER THAN 10” THICK

a. Includes breaking of concrete and loading for hauling, plain or reinforced. Saw-cutting, if required, will be included in LI’s 0024 or 0025. Unit of measure is CY.

0009. REMOVE DRAINAGE STRUCTURES, CATCH BASIN/MANHOLE/JUNCTION BOX

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is EA.

0010. REMOVE DRAINAGE STRUCTURES, MANHOLE FRAMES & COVERS

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is EA.

0011. REMOVE STORM DRAINAGE PIPE, 0-18” DIA

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is LF.

0012. REMOVE STORM DRAINAGE PIPE, 20”–36” DIA

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is LF.

0013. REMOVE STORM DRAINAGE PIPE, GREATER THAN 36” DIA

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is LF.

0014. FENCING, REMOVE ONLY, 0-10' HIGH

a. Cost accounts for removal of fabric, poles, gates and footers, chain link or metal panel fencing, loading for hauling and disposal. Unit of measure is LF.

0015. REMOVE PARKING BLOCKS

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is EA.

0016. REMOVE JOINT SEAL

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is LF.

0017. DEMOLISH CURB & GUTTER

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is LF.

0018. DEMOLISH SIDEWALK

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is SY.

0019. DEMOLISH FIRE HYDRANT

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is EA.

0020. SAWCUT ASPHALT, UP TO 4" DEEP

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0021. SAWCUT ASPHALT, EACH ADDITIONAL 1"

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0022. SAWCUT CONCRETE PER INCH OF DEPTH, PLAIN & MESH REINFORCED.

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0023. SAWCUT CONCRETE PER INCH OF DEPTH, ROD REINFORCED

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0024. HORIZONTAL SAWCUT CONCRETE PER INCH OF DEPTH, PLAIN & REINFORCED.

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0025. EXCAVATION, TRENCH

a. Includes excavation of existing soil, cave- in protection, backfill, and compaction in specified lifts.

Maximum depth of trench is 6 feet. Unit of measure is CY.

0026. EXCAVATION, HAND

a. Includes excavation of existing soil by manual labor and not by equipment, cave- in protection, backfill, and compaction in specified lifts. Unit of measure is cubic feet (CF).

0027. EXCAVATION, BULK

a. Remove existing soil in preparation for construction. Unit of measure is "in place" CY prior to commencing excavation.

0028. LOAD REMOVED MATERIALS IN DUMP TRUCK

01 22 00-3

a. Load excavated materials in truck for hauling. Unit of measure is "in place" CY prior to excavation.

0029. HAUL REMOVED MATERIALS TO OFF-BASE LOCATION

a. All material becomes property of Contractor and may be retained for use or disposed of off base in accordance with state and local laws and regulations. Unit of measure is “in place” CY, prior to excavation.

0030. HAUL REMOVED MATERIALS TO/FROM STOCKPILE ON BASE

a. Cost includes hauling material to government designated stockpile area, dump and consolidate into pile with a bulldozer or other mechanical device. Unit of measure is “in place” CY, prior to excavation.

0031. PROVIDE COMMON FILL OR BORROW INCL DELIVERY & SPREADING

a. Material and delivery only. Unit of measure is CY.

b. All other cost including spread using dozer/loader with no compaction. Unit of measure is CY.

0032. PROVIDE, SPREAD, COMPACT 6" GRADED CRUSHED AGGREGATE BASE COURSE

a. Material and delivery only. Obtain aggregate from a commercial source. Unit of measure is SY.

b. All other cost including spreading and compaction in lifts specified. Unit of measure is SY.

0033. PROVIDE, SPREAD, COMPACT 9" GRADED CRUSHED AGGREGATE BASE COURSE

a. Material and delivery only. Obtain aggregate from a commercial source. Unit of measure is SY.

b. All other cost including spreading and compaction in lifts specified. Unit of measure is SY.

0034. PROVIDE, SPREAD, COMPACT 12" GRADED CRUSHED AGGREGATE BASE COURSE

a. Material and delivery only. Obtain aggregate from a commercial source. Unit of measure is SY.

b. All other cost including spreading and compaction in lifts specified. Unit of measure is SY.

0035. COMPACT EXISTING SUBGRADE OR FILL

a. Compact fill or existing soil to specified density in preparation for the placement of base material.

Unit of measure is SY.

0036. FINISH GRADING, 0 – 1000 SY

a. Brings soil or fill to elevations in proposed Delivery Order. Cost accounts for use of a small survey crew and motor grader. Unit of measure is SY.

0037. FINISH GRADING, 1001 +

a. Brings soil or fill to elevations in proposed Delivery Order. Cost accounts for use of a small survey crew and motor grader. Unit of measure is SY.

0038. FINISH GRADING FOR SIDEWALKS, CART PATHS, SWALES OR DRAINAGE

a. Brings soil or fill to elevations in proposed Delivery Order. Cost accounts for use of a small survey crew and motor grader. Unit of measure is SY.

0039. PROVIDE AND INSTALL 12" DIA REINFORCED CONCRETE PIPE

a. Class III Pipe - Includes excavation up to 4’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

b. Class V Pipe - Includes excavation up to 4’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0040. PROVIDE AND INSTALL 15" DIA REINFORCED CONCRETE PIPE

0041. PROVIDE AND INSTALL 18" DIA REINFORCED CONCRETE PIPE

0042. PROVIDE AND INSTALL 24" DIA REINFORCED CONCRETE PIPE

0043. PROVIDE AND INSTALL 30" DIA REINFORCED CONCRETE PIPE

a. Class III Pipe Includes excavation up to 5’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

b. Class V Pipe - Includes excavation up to 5’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0044. PROVIDE AND INSTALL 36" DIA REINFORCED CONCRETE PIPE

01 22 00-4

0045. PROVIDE AND INSTALL 42" DIA REINFORCED CONCRETE PIPE

a. Class III Pipe - Includes excavation up to 6’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

b. Class V Pipe - Includes excavation up to 6’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0046. PROVIDE AND INSTALL 48" DIA REINFORCED CONCRETE PIPE

0047. PROVIDE AND INSTALL 54" DIA REINFORCED CONCRETE PIPE

a. Class III Pipe - Includes excavation up to 8’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

b. Class V Pipe - Includes excavation up to 8’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0048. PROVIDE AND INSTALL 60" DIA REINFORCED CONCRETE PIPE

0049. PROVIDE & INSTALL 12” x 18” ELLIPTICAL AND 11” x 18” ARCH REINFORCED CONCRETE PIPE

0050. PROVIDE & INSTALL 14” x 23” ELLIPTICAL AND 13” x 22” ARCH REINFORCED CONCRETE PIPE

0051. PROVIDE & INSTALL 19” x 30” ELLIPTICAL AND 18” x 29” REINFORCED CONCRETE PIPE

0052. PROVIDE & INSTALL 24” x 38” ELLIPTICAL AND ARCH 22” x 36” REINFORCED CONCRETE PIPE

0053. PROVIDE & INSTALL 29” x 45” ELLIPTICAL AND 27” x 44” ARCH REINFORCED CONCRETE PIPE

a. Class III Pipe - Includes excavation up to 5’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0054. PROVIDE & INSTALL 34” x 53” ELLIPTICAL AND 31” x 51” ARCH REINFORCED CONCRETE PIPE

0055. PROVIDE & INSTALL 38” x 60” ELLIPTICAL AND 36” x 58” ARCH REINFORCED CONCRETE PIPE

0056. PROVIDE & INSTALL 43” x 68” ELLIPTICAL AND 40” x 65” ARCH REINFORCED CONCRETE PIPE

01 22 00-5

0057. PROVIDE & INSTALL 48” x 76” ELLIPTICAL AND 45” x 73” ARCH REINFORCED CONCRETE PIPE

0058. PROVIDE & INSTALL PRECAST CONCRETE BOX CULVERT

a. Box Culvert Highway Rated - Includes bedding, placing of culvert, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is CY of concrete used.

b. Box Culvert Airfield Rated - Includes bedding, placing of culvert, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is CY of concrete.

0059. PROVIDE 12" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 4’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0060. PROVIDE 18" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 4’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0061. PROVIDE 24" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 4’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0062. PROVIDE 30" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 5’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0063. PROVIDE 36" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 5’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0064. PROVIDE 42" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 6’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0065. PROVIDE 48" DIA CORRUGATED PLASTIC PIPE

a. Includes excavation up to 6’ in depth, bedding, placing of pipe, sealing, wrapping joints with sediment filter fabric, backfill and compaction in specified lifts. Unit of measure is LF.

0066. ADD FOR MITERED END SECTIONS.

a. Includes mitered end section per FDOT Standards, latest revision and installation. Add pipe as separate line. Unit of measure is CY.

0067. THREE WING HEADWALLS.

a. Three wing headwalls per FDOT Standards, latest revision and installation. Accounts for formwork, placing, and finishing concrete. Unit of measure is CY.

0068. CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES

a. Class III Pipe - Includes all excavation, 8" uniform aggregate, backfill and compaction to provide a complete and useable unit. Unit of measure is CF of interior volume.

b. Class V Pipe - Includes all excavation, 8" uniform aggregate, backfill and compaction to provide a complete and useable unit. Unit of measure CF of interior volume.

0069. MANHOLE TOPS FRAME & COVER – HD RATED.

a. Accounts for material, delivery and placement. Minimum 2’ clear opening and 4” frame height.

Labeled per utility. Unit of measure is EA.

0070. CURB INLETS (FRAME, GRATE & CURB BOX), FDOT TYPE 2 & 4

a. Includes installation in accordance with FDOT Standards. Cost includes excavation, backfill and compaction as required. Unit of measure is EA.

0071. CURB INLETS (FRAME, GRATE, & CURB BOX), FDOT TYPE 9 & 10

a. Includes installation in accordance with FDOT Standards. Cost includes excavation, backfill and compaction as required. Unit of measure is EA.

0072. NEENAH (or Equal) GRATES & FRAMES WITH SOLID LIDS-AIRFIELD RATED

a. R-3475 DRAINAGE INLET FRAME & GRATE

b. R-3475-E DRAINAGE INLET FRAME & GRATE

c. R-3492-B AIRPORT FRAME, DUCTILE IRON LID

d. R-3498-R2S - FRAME WITH SOLID LID (38” x 38”)

e. R-3498-R3S - FRAME WITH SOLID LID (38” x 76”)

01 22 00-6

f. All the above includes material, delivery and placement. Unit of measure is EA.

0073. NEENAH (or Equal) TRENCH/FRAME/GRATE AIRFIELD RATED

a. R-4990-AA AIRFIELD RATED 6” TRENCH GRATE

b. R-4990-DA AIRFIELD RATED 12” TRENCH GRATE

c. R-4990-HA AIRFIELD RATED 24” TRENCH GRATE

d. All the above includes material, delivery and placement. Unit of measure is LF.

0074. CONCRETE CURB

a. Includes FDOT Type F & FDOT Type E curb and gutter. Unit cost to layout, form, place, furnish, and finish concrete curb and gutter. Unit of measure is LF.

b. Includes FDOT ribbon curb and valley curb. Unit cost to layout, form, place, furnish, and finish concrete curb. Unit of measurement is LF.

0075. DITCH PAVING 4", 3000 PSI CONCRETE

a. Includes forming, placing, finishing and curing of concrete. Unit of measure is SY.

0076. #57 STONE (1” TO NO.4)

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

SY.

0077. RIP RAP, CLASS II

a. Provide large boulders to serve as velocity absorbers in drainage structures to include delivery and placement. Unit of measure is TON.

0078. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 0-1500 TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON.

c. Material, delivery, placement, and rolling/ compaction to specified thickness for asphalt patches 0-15

TON. Unit of measure is TON.

d. Mobilization of asphalt crew for placement for asphalt patches 0-15 TON. Unit of measure is EA.

0079. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 1501 – 4000 TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON.

0080. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 4001+ TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON.

0081. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX, Min 2” thick; 0 - 60

TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON

c. Material, delivery, placement, and rolling/ compaction to specified thickness for asphalt patches 0-15

TON. Unit of measure is TON.

d. Mobilization of asphalt crew for placement for asphalt patches 0-15 TON. Unit of measure is EA.

0082. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 61 - 250 TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON.

0083. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 251 - 2000 TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON

0084. PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 2001+ TON

a. Material and delivery only. Unit measure is TON

b. All other cost including placement and rolling/compaction to specified thickness. Unit of measure is

TON.

0085. BITUMINOUS PRIME COAT

a. Apply in accordance with the specifications. Accounts for spreading by mechanical means. Unit of measure is SY.

0086. BITUMINOUS TACK COAT

01 22 00-7

a. Apply in accordance with the specifications. Accounts for spreading by mechanical means. Unit of measure is SY.

0087. PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT, 0 -100 SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0088. PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT, 101-1000 SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0089. PROVIDE & PLACE 750 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 0 -100 SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0090. PROVIDE & PLACE 750 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 101-1000SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0091. PROVIDE & PLACE 750 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 1001+ SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0092. PROVIDE & PLACE 850 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 0 -100 SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0093. PROVIDE & PLACE 850 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 101 -1000

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0094. PROVIDE & PLACE 850 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 1001+ SY.

a. Material and delivery only. Unit of measure is SY/IN.

b. All other cost including placement, finishing and curing in accordance with specifications. Unit of measure is SY/IN.

0095. CONSTRUCTION JOINT DOWELS

a. Cost is for providing 1" dowels 15” Length. Includes installation and clean-up to drill the holes and grout dowels in concrete. Unit of measure is EA.

b. Cost is for providing 1.25" dowels 20” Length. Includes for installation and clean-up to drill the holes and grout dowels in concrete. Unit of measure is EA.

0096. CONCRETE SIDEWALK (4” THICK)

a. Includes cost to form, place using synthetic (polymeric) fiber reinforcement, finish and cure concrete to construct sidewalks. Unit of measure is SY.

0097. STENCILED CONCRETE, COLORED

a. Includes stenciling and coloring of concrete sidewalk. Unit of measure is SY 0098. ARTICULATED CONCRETE CLOSED CELL BLOCK (CONTECH Armorflex Mat Class 55 or Equal)

a. Includes material, delivery and installation. Unit of measure is SF.

0099. CONCRETE TURFSTONE (15-3/4” W x 23-5/8” L x 3 1/8” T).

a. Includes material, delivery, and installation. Unit of Measure is SF.

0100. PREFORMED NEOPRENE COMPRESSION JOINT SEAL, JET FUEL RESISTANT.

a. Includes saw cutting, installation of 1” seal material and clean up. Unit of measure is LF.

b. Includes saw cutting, installation of 2” seal material and clean up. Unit of measure is LF.

0101. COLD APPLIED JOINT SEAL (INCL BACKER).

a. Includes saw cutting, installation of ½” cold applied joint sealant and clean up. Unit of measurement is LF.

b. Includes saw cutting, installation of 1” cold applied joint sealant and clean up. Unit of measurement is

LF.

0102. CRACK ROUTING.

a. Unit price includes removal of necessary pavement, forming of pavement edges, and it’s clean up.

Unit of measure in LF.

0103. EXPANSION JOINT MATERIAL, UP TO 10" DEPTH

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a. Includes installation of up to ½” bituminous expansion material to specified depth. For routing see other line item. Unit of measure is LF.

b. Includes installation of 1” bituminous expansion material to specified depth. For routing see other line item. Unit of measure is LF.

0104. EXPANSION JOINT MATERIAL, 10"+ DEPTH

a. Includes installation of up to 1" bituminous expansion material to specified depth. For routing see other line item. Unit of measure is LF.

0105. PAVEMENT MARKING REMOVAL (WATER/SAND BLAST/GRINDING)

a. Includes water/sand blasting, removal of debris, associated clean up and disposal. Unit of measure is SF.

0106. PERMANENT PAVEMENT PAINT (STRIPING), TO INCLUDE GLASS BEADS

a. Cost accounts for the site prep (cleaning/sweeping), layout, installation of markings with

TYPE I beads, and temporary markings. Unit of measure is SF.

b. Cost accounts for the site prep (cleaning/sweeping), layout, installation of markings with TYPE III beads, and temporary markings. Unit of measure is SF.

0107. PAINT LETTERING, ARROWS, NUMBERS & SYMBOLS

a. Includes site prep (sweeping/cleaning) layout, provide stencils and paint, reflective media, and application operations. Unit of measure is SF.

0108. PAINTED HANDICAPPED SYMBOL

a. Includes site prep (sweeping/cleaning) layout, provide stencils and paint, reflective media, and application operations. Unit of measure is SF.

0109. TRAFFIC SIGN

a. Cost accounts for providing a standard street sign, an approved post, and installation as shown on the project drawings. Unit of measure is EA.

0110. THERMOPLASTIC REFLECTORIZED STRIPING

a. Includes site prep (cleaning/sweeping), layout, preparation, installation, and temporary striping. Type

I beads. Unit of measure is SF.

b. Includes site prep (cleaning/sweeping), layout, preparation, installation, and temporary striping. Type

III beads. Unit of measure is SF.

0111. THERMOPLASTIC REFLECTORIZED LETTERING, ARROWS, NUMBERS & SYMBOLS

a. In accordance with FDOT standards. Includes layout, preparation, installation, and temporary paint.

Type I/III beads. Unit of measure is SF.

0112. PAVEMENT REFLECTORS

a. Includes site prep (cleaning/sweeping), adhesive, and installation. Unit of measure is EA.

0113. PLANT GRASS-SEED

a. Unit cost accounts for mechanical/manual seeding operation to include seed, associated fertilization, watering and maintenance. Unit of measure is SY.

0114. PLANT SOD

a. Includes placement, associated fertilization, watering and maintenance of sod. Unit of measure is

SY.

0115. TREE REMOVAL, UP TO 12" DIA

a. Removal of any tree larger in diameter than 6" and up to 12". Includes hauling and disposal. Unit of measure is EA.

0116. CLEAR & GRUB, TO INCLUDE STUMP REMOVAL

a. Remove brush, shrubs and grass, and trees less than 6” in diameter. Unit cost of stump removal includes complete removal by grinding and disposal of waste to 12" below surface elevation. Hauling and disposal is included in the line item. Unit of measure is ACRE.

0117. WOVEN & NONWOVEN GEOTEXTILE FABRIC

a. Install in accordance with Florida Department of Environmental Protection Standards. Unit of measure is SY.

0118. EROSION CONTROL FENCE

a. Install in accordance with Florida Department of Environmental Protection Standards. Unit of measure is LF.

0119. HAY BALES

a. Install in accordance with Florida Department of Environmental Protection Standards. Unit of measure is LF.

0120. TURBIBITY CURTAIN, 5’ DEEP TYPE 1 FLOATING TURBIDITY CURTAIN

a. Includes placement. Unit of measure is LF.

0121. PLANT TREES, 3” CALIPER MIN

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a. Planting 12” diameter ball, by hand, bagged and bur lapped trees and shrubs, and ground cover is light soil. Unit of measure is EA.

0122. SPALL REPAIR-EPOXY BONDED PCC

a. Repair spalls up to 4” thick in accordance with specifications. Unit of measure is SF.

0123. POT HOLE REPAIR

a. Accounts for preparation (excavating and cleaning), prime coat, patching the hole with hot asphalt.

Contractor must also provide traffic control during patching operations. Unit of measure is SF.

0124. PCC FOR STRUCTURES, READY MIX

a. Material and delivery only 3000 PSI. Unit of measure is CY.

b. Material and delivery only 4000 PSI. Unit of measure is CY

c. All other cost including placement. Unit of measure in CY.

0125. REINFORCING STEEL

a. Includes installation and material cost steel. Unit of measure in LB.

0126. MANHOLE ADJUSTMENT

a. Includes materials and operations to raise manholes in 2" increments to meet the new elevation. Unit of measure is EA.

0127. VALVE BOX ADJUSTMENT

a. Includes materials and operations to raise valve boxes in 2" increments to meet the new elevation.

Unit of measure is EA.

0128. AIRCRAFT TIE DOWN

a. Includes installation of aircraft tie-downs as indicated by the project drawings. Unit of measure is EA.

0129. CLEAN EXISTING TIE-DOWN

a. Unit cost includes mobilization/ demobilization, all equipment, materials, and associated labor required to remove all debris. Unit of measure is EA.

0130. DEWATERING (WELL POINT)

a. Includes installation, rental equipment, site restoration and removal once operations are complete.

Unit of measure is WK.

b. Includes installation, rental equipment, site restoration and removal once operations are complete.

Unit of measure is MO.

0131. DEWATERING (MUD HOG/CENTRIFUGAL TRASH PUMP) 4” – 6” DIA

a. Includes installation, rental equipment, site restoration and removal once operations are complete.

Unit of measure is Day.

0132. RUBBER REMOVAL, HIGH PRESSURE WATER BLAST

a. Includes removal of rubber buildup according to delivery order and specification requirements. Unit of measure for area of runway to be cleaned is SF.

0133. PERFORM SURFACE FRICTION TESTING

a. Unit cost includes surface friction testing in accordance with TSPWG Manual 3-270-01.04-10 for

RWY 18-36. Includes mobilization, calibrations, and reports. Unit of measure is each.

0134. INSTALL CHAINLINK FENCING

a. Unit cost includes poles, fabric, tension bars, outriggers, barbed wire, concrete and all miscellaneous items required to completely install a fencing system (6’ HIGH). Unit of measure is LF.

b. Unit cost includes poles, fabric, tension bars, outriggers, barbed wire, concrete and all miscellaneous items required to completely install a fencing system (8’ HIGH). Unit of measure is LF.

0135. INSTALL CHAINLINK GATE

a. Unit cost includes poles, fabric, tension bars, outriggers, barbed wire, concrete and all miscellaneous items required to completely install a single gate (6’ HIGH). Unit of measure is LF.

b. Unit cost includes poles, fabric, tension bars, outriggers, barbed wire, concrete and all miscellaneous items required to completely install a single gate (8’ HIGH). Unit of measure is LF.

0136. VERTIAL LIFT GATE

a. 6’ high chain link gate w/3 strands of barb wire. Shall include new vertical lift gate per manufacturer’s instructions which shall include but is not limited to, control motor with battery backup, all associated wiring and connections, traffic control loops on both sides of gate exit buttons and entry key pads.

Unit of measure is LF.

b. 8’ high chain link gate w/3 strands of barb wire. Shall include new vertical lift gate per manufacturer’s instructions which shall include but is not limited to, control motor with battery backup, al associated wiring and connections, traffic control loops on both sides of gate exit buttons and entry key pads.

Unit of measure is LF.

0137. CANTILEVERED ROLLER GATE

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a. 6’ high chain link gate w/3 strands of barb wire. Motorized with battery backup, controls and traffic loops, all associated wiring and connections. Shall include new roller gate atop embedded track.

Unit of measure is LF

b. 8’ high chain link gate w/3 strands of barb wire. Motorized with battery backup, controls and traffic loops, all associated wiring and connections. Shall include new roller gate atop embedded track. Unit of measure is LF

0138. SYNTHETIC RUBBER MULCH

a. Rubber mulch, hand spread. Unit of measure CY.

0139. SYNTHETIC RUBBERIZED WHEEL STOP 6’ LENGTH

a. Includes installation. Unit of measure is EA.

0140. FDOT CONCRETE BUMPER GUARD

a. Includes installation. Unit of measure is EA. .

0141. BOLLARDS (PROVIDED & INSTALLED)

a. Pipe bollard, up to 6” dia. concrete filled. Includes all labor, material, and equipment to complete the installation. Unit of measure is EA.

b. Pipe removable bollards with bollard farm excluding foundation. Includes all labor, material, and equipment to complete the installation. Unit of measure is EA.

0142. STEEL REINFORCED DECORATIVE CONCRETE BARRIER WITH BRICK FASCIA

a. #8 rebar w/ #4 ties, reinforced concrete bollard barrier, 2’ dia. X 18” high X 2’ deep below finished grade. Includes all labor, material, and equipment to complete the installation. Unit of measure is EA

b. #8 rebar w/ #4 ties reinforced concrete bollard barrier, 3’ dia. X 18” high X 2’ deep below finished grade. Includes all labor, material, and equipment to complete the installation. Unit of measure is

EA.

0143. CMU REINFORCED GROUT FILLED CRASH WALL

a. Reinforced rebar, grout filled 8”X16” CMU Block wall. No more than 3’ high. Includes all labor, material, and equipment to complete the installation. Unit of measure is LF.

0144. CRASH CABLE ASSEMBLY

a. Vehicle crash cable system including cable, posts, anchors, concrete, and installation to provide a complete system per specifications/details. Unit of measure is LF.

0145. SURVEYING, CREW SIZE =3

a. Surveys include topographical survey, in the Florida state plane coordinate system. The survey shall include all pertinent information of existing structures, grade information, inverts as specified in delivery order. Unit of measure is DAY.

0146. ENGINEERING SERVICES

a. Basic engineering services including detailed (landscaping and site development) planned drawings and time on site. Unit of measure is HR.

0147. LABORER

a. All people/persons employed to install government furnished materials. Unit of measure is HR.

0148. PROJECT SIGN

a. Unit cost includes labor, materials, construction, painting, excavation, removal, backfilling, compaction, landscape repair and all miscellaneous items required to install project sign. Unit of measure is EA.

0149. ASPHALT MIX DESIGN

a. Complete in accordance with appropriate ASTM/AASHTO; provide all test results to Govt. for approval. Unit of measure is EA.

0150. ASPHALT, DENSITY (FIELD)

a. Complete in accordance with appropriate ASTM/AASHTO; provide all test results to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample.

Unit of measure is EACH (SET OF 3).

0151. COMPRESSIVE STRENGTH, CORES

a. Includes drilling, coring and patching.

ASTM C42; Provide all test results to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of samples. Unit of measure is EA.

0152. CONCRETE TEST CYLINDERS, 6” DIA.

a. Complete in accordance with appropriate ASTM; provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of samples. Unit of measure is

EACH SET OF 4.

0153. FLEXURAL TEST BEAMS

a. ASTM C78; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA SET OF 4.

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0154. MODULUS OF ELASTICITY

a. ASTM C469; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA.

0155. ATTERBURG LIMITS, LIQUID & PLASTIC LIMITS

EA.

0156. SPECIFIC GRAVITY

a. ASTM D354; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA.

0157. SOIL, SIEVE ANALYSIS

a. ASTM D422; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA.

0158. CONSOLIDATION TEST

a. ASTM D2435; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA.

0159. SOIL, MOISTURE CONTENT

a. ASTM D2216; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA.

0160. PROCTOR COMPACTION.

a. ASTM D698; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA.

b. ASTM D1557; Provide all test result to Govt. for approval. Includes cost of transportation, independent laboratory testing and collection of sample. Unit of measure is EA

0161. FIELD DENSITY TEST, NUCLEAR ASTM D 6938

EA.

0162. FIELD DENSITY TEST, SAND CONE ASTM D 1556

EA.

0163. CBR (California Bearing Ratio)

EA.

0164. PIPING, UP TO 2” SHC 40 PVC (IRRIGATION/BUILDING SERVICES), TO INCLUDE PVC

FITTINGS

a. Material cost of all piping and fittings.

All other cost includes excavation up to 3’ in depth, installation, backfilling and compaction. Unit of measure is LF.

0165. 4", AWWA C900 CLASS 160 SDR 26

a. Piping material cost. Unit of measure is LF

All other cost: Pipe bedding, installation, excavation up to 4’ in depth, testing by independent laboratory, marking tape and materials required for a complete and useable water piping system.

Unit of measure is LF.

0166. 6", AWWA C900 CLASS 160 SDR 26

a. Piping material cost. Unit of measure is LF

All other cost: Pipe bedding, installation, excavation up to 4’ in depth, testing by independent laboratory, marking tape and materials required for a complete and useable water piping system.

Unit of measure is LF.

0167. 8", AWWA C900 CLASS 160 SDR 26

a. Piping material cost. Unit of measure is LF

All other cost: Pipe bedding, installation, excavation up to 4’ in depth, testing by independent laboratory, marking tape and materials required for a complete and useable water piping system.

Unit of measure is LF.

0168. 10", AWWA C900 CLASS 150 SDR 18

a. Piping material cost. Unit of measure is LF

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All other cost: Pipe bedding, installation, excavation up to 4’ in depth, testing by independent laboratory, marking tape and materials required for a complete and useable water piping system.

Unit of measure is LF.

0169. 12", AWWA C900 CLASS 150 SDR 18

a. Piping material cost. Unit of measure is LF

All other cost: Pipe bedding, installation, excavation up to 4’ in depth, testing by independent laboratory, marking tape and materials required for a complete and useable water piping system.

Unit of measure is LF.

0170. 4” DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 90 DEG