FA4417-16-R-0003 _Amend_3 _Add_1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to extend the proposal due date, change each CLINs' period of performance. Incorporate Addendum 1 w ith updated specif ication sections and updated Bid Schedule.

A. The Government hereby extends the proposal due date from 14 Jul 2016 to 20 Jul 2016.

B. Incorporate Addendum 1 and associated specif ication sections dated 07 Jul 2016

C. Replace 16 May 2016 Bid Schedule w ith 07 Jul 2016 Bid Schedule.

D. All other terms and conditions remain unchanged

Note: See associated Questions and Answ ers w hich are posted on FBO.gov

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 08-Jul-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X FA4417-16-R-0003

X 9B. DATED (SEE ITEM 11)

02-Jun-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

08-Jul-2016

CODE

1 SOCONS

350 TULLY ST.

HURLBURT FIELD FL 32544

FA4417 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

FA4417-16-R-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 14-Jul-2016 02:00 PM to 20-Jul-2016 02:00 PM.

The Issued By organization has changed from

1SOCONS/LGCB - MICHAEL CARNLEY

350 TULLY STREET (BLDG 90339)

HURLBURT FIELD FL 32544

to

1 SOCONS

350 TULLY ST.

HURLBURT FIELD FL 32544

The offeror acceptance period has decreased by 5 from 78 to 73.

SECTION B - SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN extended description has changed from:

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 16 Aug 2016 - 15 Aug 2017

To:

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 23 Aug 2016 - 22 Aug 2017.

CLIN 1001

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 16 Aug 2017 - 15 Aug 2018

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 23 Aug 2017 - 22 Aug 2018.

CLIN 2001

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 16 Aug 2018 - 15 Aug 2019

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 23 Aug 2018 - 22 Aug 2019.

CLIN 3001

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 16 Aug 2019 - 15 Aug 2020

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 23 Aug 2019 - 22 Aug 2020.

CLIN 4001

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 16 Aug 2020 - 15 Aug 2021

The work consists of, but not limited to, repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems, and other related work at Hurlburt Field, FL in accordance with the attached specifications and drawings.NOTE: The Line Item Cost shall come from Attachment 1, "Bid

Schedule"Period of Performance: 23 Aug 2020 - 22 Aug 2021.

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

The following have been modified:

LIST OF ATTACHMENTS

ATTACHMENT TITLE DATE NR OF PAGES

1. Contract Line Item Listing (Bid Schedule) 16 May 2016 45

07 Jul 2016

2. Civil Works IDIQ Specifications 01 Jan 2016 320

3. Schedule of Wage Rates 08 Jan 2016 6

Decision No.: FL20160022

4. Past/Present Performance Questionnaire 04 Apr 2016 4

5. Financial Institution Reference Sheet 04 Apr 2016 1

6. Technical Evaluation Sample Project 22 Jan 2016 2

Statement of Work

7. Sample Project Working Time Analysis 22 Jan 2016 1

8. Technical Evaluation Sample Project 22 Jan 2016 2

Drawings

9. SEED Project 11 Mar 2016 2

Statement of Work

10. SEED Project Working Time Analysis 11 Mar 2016 1

11. SEED Project 10 Mar 2016 2

Design Drawing

12. SEED Project 10 Mar 2016 1

Site Utility & Location Map

13 Additional Contract Requirements 04 Apr 2016 3

AMENDMENTS: Amendments issued to this solicitation will be part of any resultant contract and will be listed above at the time of award.

2a-Amendment 0001, Specification Section 32 12 16 06 Jun 2016 21

2b- Amendment 0003, Specification Sections 07 Jul 2016 178

01 22 00 - Method of Payment

26 05 26 - Exothermic Welding

31 37 00 – Concrete Paver, Turfstones

32 01 11.51 – Guidance for Friction Testing of Surfaces

32 12 16 – Tonnage Limit for Design of Mixes

32 13 13 – Guidance for Hot Temperature Concrete

32 17 23 – Information for Pavement Reflectors

32 31 13 – Requirements for Vertical and Cantilevered Gates

33 41 00 – Articulated Mats for Erosion

Appendixes – Barriers, Joint Details, Tie-down Details, Bollards, Friction Testing and High Temperature Concrete

(Note: Amendment 0002 was released on 1 July 16. That purpose of that amendment was only to extend the RFP closing date and did not result in any changes to the Specifications or Bid Schedule.)

(End of Summary of Changes)

BASE CIVIL WORKS IDIQ

ADDENDUM #1 7 Jul. 2016

1. Replace specification section 01 22 00 Method of Payment with revised section attached.

2. Replace below specification sections with attached specification sections:

- 26 05 26 Added exothermic welding.

- 31 37 00 Added concrete paver, Turfstones.

- 32 01 11.51 Added guidance for friction testing of surfaces.

- 32 12 16 Added tonnage limit for design of mixes.

- 32 13 13 Added guidance for Hot Temperature Concrete.

- 32 17 23 Added information for pavement reflectors.

- 32 31 13 Added requirements for vertical and cantilevered gates.

- 33 41 00 Added articulated mats for erosion.

3. Add attached appendixes for Barriers, Joint Details, Tie-down Details, Bollards, Friction Testing and High Temperature Concrete.

END OF ADDENDUM

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FA4417-16-R-0003

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CIVIL IDIQ 2016

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

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”

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.

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

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.

0041. PROVIDE AND INSTALL 18" 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.

0042. PROVIDE AND INSTALL 24" 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.

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

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. -

01 22 00-4

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.

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

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.

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

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.

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

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

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

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

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.

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.

0054. PROVIDE & INSTALL 34” x 53” ELLIPTICAL AND 31” x 51” 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.

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.

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

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

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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.

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

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”)

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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.

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

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

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.

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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. Provide & Place 650 PSI FLEXURAL STRENGTH HI TEMP PCC PAVEMENT (AIRFIELDS) 0-1000

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.

0096. PROVIDE & PLACE HIGH TEMPERATURE SEALANT THERMOPEL OR EQUAL

a. Cost includes material and all other costs to include placement, pressure washing concrete surface prior to application and curing in accordance with specifications. Unit of measure is SF.

0097. 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.

0098. 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.

0099. STENCILED CONCRETE, COLORED

a. Includes stenciling and coloring of concrete sidewalk. Unit of measure is SY

0100. ARTICULATED CONCRETE CLOSED CELL BLOCK (CONTECH Armorflex Mat Class 55 or Equal)

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

0101. 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.

0102. 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.

0103. COLD APPLIED JOINT SEAL (INCL BACKER).

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

LF.

0104. CRACK ROUTING.

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

Unit of measure in LF.

0105. 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.

0106. 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.

0107. 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.

0108. PERMANENT PAVEMENT PAINT (STRIPING), TO INCLUDE GLASS BEADS

a. Cost accounts for the site prep (cleaning/sweeping) and layout and installation of markings on a parking lot/street (TYPE I beads). Unit of measure is SF.

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

0109. PAINT LETTERING, ARROWS & SYMBOLS

a. Includes site prep (sweeping/cleaning) layout, provide stencils and paint, and application operations.

Unit of measure is SF.

0110. PAINTED HANDICAPPED SYMBOL

a. Includes site prep (sweeping/cleaning) layout, provide stencils and paint, and application operations.

Unit of measure is SF.

0111. 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.

0112. THERMOPLASTIC REFLECTORIZED STRIPING

a. In accordance with FDOT standards. Includes layout, preparation, installation, and temporary striping. Type III beads. Unit of measure is SF.

0113. THERMOPLASTIC REFLECTORIZED ARROWS/LETTERS

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

Type III beads. Unit of measure is SF.

0114. PAVEMENT REFLECTORS

a. Install in accordance with FDOT Standards. Unit of measure is EA.

0115. 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.

0116. PLANT SOD

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

SY.

0117. 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.

0118. 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.

0119. WOVEN & NONWOVEN GEOTEXTILE FABRIC

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

0120. EROSION CONTROL FENCE

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

0121. HAY BALES

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

0122. TURBIBITY CURTAIN, 5’ DEEP TYPE 1 FLOATING TURBIDITY CURTAIN

a. Includes placement. Unit of measure is LF.

0123. PLANT TREES, 3” CALIPER MIN

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.

0124. SPALL REPAIR-EPOXY BONDED PCC

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a. Repair spalls in accordance with specifications. Unit of measure is SF.

0125. 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.

0126. 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.

0127. REINFORCING STEEL

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

0128. MANHOLE ADJUSTMENT

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

0129. 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.

0130. AIRCRAFT TIE DOWN

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

0131. 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.

0132. 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.

0133. 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.

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

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 embeded 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 embeded 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

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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…