FA4819-10-R-0009 Attachment 3 Bid Sheet Description.pdf

FA4819-10-R-0009 BASE PAVING TYNDALL AFB

Attachment 3 Bid Sheet Description

24 May 2010

The table below is a further description of each line item.

Line

Item

Description Items included:

AA Mobilization ($0-100K) A mobilization cost will be given to each task order in order to get the contractor set up on Tyndall AFB.

This shall include, but may not be limited to the fees associated in moving equipment, material, and personnel to this area. Additionally, this shall include any traffic control to accomplish this task order. As long as a Task order is in progress no additional mobilization charges will be given up to the sum of all task orders do not exceed the high end of this line item. For example: A task order is awarded for $30K and before this task order is finished another task order is awarded at $40K.

Since the sum of the two task orders are less than

$100K, no mobilization cost will be given to the second task order. If a task order is awarded while a current task order is under construction, and the sum exceeds the high end of this line item, the cost to mobilize, shall be the difference between line item

AA and AB. For example: A current task order was awarded for $30K and a new Task order was awarded for $120K. The cost to mobilize for the second task order would be the difference between line item AA and AB.

AB Mobilization ($101-1000K) Same as line item AA but applies for task orders between $101K and $1,000K. Any single task order over $1,000K shall carry a separate mobilization fee of this line item amount.

AC Paint Removal – Water

Blasting

Includes the complete removal of paint as indicated on the task order drawing. Contractor shall use sufficient enough water pressure to remove the paint

– but not significantly damage the pavement surface.

Line item also included clean-up of any paint items

AD Paint Removal – Sand

Blasting

Same as line item AC, however used sand blasting as a method of paint removal. Line item also included clean-up of any paint/sand items

AE Painting, Reflective Provide all necessary equipment, materials, and labor necessary to paint a reflectrized line as indicated on the task order drawings.

AF Painting, Non-Reflective Same as line item AE except paint is not reflectrized.

24 May 2010

AG Sawcut and Seal Existing

Joints

As indicated on each task order drawings under approximately number of linear feet of joints to repair, contractor shall carefully plow out existing joints, reface existing joints by sawing edge, water blasting all loose material from joint, sand blast joint edge, air blasting existing joint to finalize a clean surface and finally provide bond tape, breaker rod and sealant in accordance with the manufacture requirements.

AH Rout and Seal Random

Cracks

As indicated on the task order drawing under the approximately number of linear feet of random cracks, the contractor shall rout out the crack according to the specifications, air blast all debris from the crack and place sealant according to the specifications and contract drawings.

AI Remove Asphalt To Base This line item requires the contractor to remove asphalt as indicated on the task order drawings. This removal shall include disposing of asphalt off base.

The unit of measure for this line item is “SY-IN”.

For the purpose of this contract, SY-IN surface area in Square Yards and thickness in inches. So if a task order had the removal of 100 Square Yards of 2” thick asphalt, the total line item quantity would be

“200”.

AJ Sawcut asphalt This line item includes sawcutting asphalt per inch depth. Each Task order will identify the depth of existing asphalt to be sawed. This line item will be used to make a clean edge next to existing asphalt surfaces. The unit of measure for this line item is “LF-IN”. For the purpose of this contract, LF-IN surface liner feet and thickness in inches. So if a task order had to sawcut 100 linear feet of 2” thick asphalt, the total line item quantity would be “200”.

AK RESILIENT ATHLETIC

SURFACING

Provided as indicated and specified.

AL Remove Concrete Curb

And Gutters

This line item includes the breaking up and removal of concrete curb and gutter from job site.

Once concrete curb and gutter has been broken into pieces no larger than 18” in length and 18” in depth, upon direction of the contracting representative, the contractor shall stockpile this debris at a location on base site.

AM Remove Concrete Sidewalk and Slabs (up to 6” thick)

Same as item AL, except unit of measure shall be in Square Yards (SY)

AN Remove Concrete to Base

(not related to other line items)

All concrete removed shall remain the property of the government and shall be placed in a location, on

Tyndall AFB, as directed by the contracting representative during each task order. Concrete shall be broken up into slab sizes to easily fin into a 1/3

CY front end loader bucket.

AO Fill (Including

Compaction)

Line item shall include the cost, transportation, placement and compaction of fill, as specified, in the locations as indicated on each task order drawings.

AP Clearing and Grubbing As specified and to a depth of 18”. Indicated areas shall be shown on each task order as required.

AQ Subgrade

Preparation(including

Grading and Compaction)

Areas shall be as indicated on task order drawings.

Item shall include any survey work necessary to insure grade lines/slope meets requirements of the task order.

AR Excavation(Base/Subgrade) Task order shall identify if base or subgrade is require. For Base item shall include removal – stockpile and replacement upon completion of subgrade elevations and profile requirements of line item AQ. Base shall then be re-used, placed and re-compacted. For Subgrade – line item shall include the removal and transportation to another site as directed by the contracting representative on Tyndall

AFB, placement and compaction.

AS Remove Tree (15” Dia) Line item shall include the cutting down, stump removal and disposal of any tree up to 15” in diameter.

AT Remove Inlet W/Box Line item shall include the removal, breaking up of concrete inlet box into pieces to fit into a 1/3 CY front end loader and disposing of concrete material at a site on Tyndall AFB as directed by the contracting reprehensive. Area where box was removed shall be filled with fill material and compacted as specified.

AU Disposal of Demolition

Materials

All other materials not identified from other line items shall be disposed of through this line item;

however, any materials the contractor generates as a result of construction, i.e. waist backer rod, empty drums, etc., shall be disposed of at the contractor’s expense and not identified through this line item.

AV Base Course (Limerock) Contractor shall provide all materials, transportation and labor to deliver, grade and compact to profiles as indicated on the task order drawings.

AW Cold Mill Asphalt Cold Mill Asphalt to depths as indicated. Millings

24 May 2010 shall be used as base course when indicated. If no other use of millings exist in task order, contractor shall remove from base.

AX

Construct concrete

Sidewalk and Slabs (up to

6” thick)

This line item is the construction of concrete sidewalk up to 6” in depth. The unit of measure shall be SF-IN. So if a task order was to construct a 500

SF – 4” thick sidewalk the total quantity on this line item shall be 2000. The following tasks are required to accomplish this line item, however, the contractor may be required to perform additional tasks to complete this work. This line item shall include all items required to completely construct concrete sidewalk without using additional line items, other than the proper mobilization, as indicated.

1. Clear and grub site.

2. Set grades

3. Excavate existing subgrade as required, compact as specified

4. Place concrete sidewalk in accordance with plans and specifications.

9. Sawcut joints

10. Seal sawcut joints with ASTM D-5893 sealant as specified.

AY Construct Curb and Gutter Line item as indicated. Unit of measure shall be

Liner Feet (LF). The following tasks are required to accomplish this line item, however, the contractor may be required to perform additional tasks to complete this work. This line item shall include all items required to completely construct concrete curb and gutter without using additional line items, other than the proper mobilization, as indicated.

1. Clear and grub site.

2. Set grades

3. Excavate existing subgrade as required, compact as specified

4. Pour concrete sidewalk in accordance with plans and specifications.

9. Sawcut joints

10. Seal sawcut joints with ASTM D-5893 sealant as specified.

AZ Construct Concrete

Pavement

This line item shall be used where new concrete pavement is required. The following tasks are required to accomplish this line item, however, the contractor may be required to perform additional tasks to complete this work. This line item shall include all items required to completely construct concrete pavement as indicated.

1. Clear and grub site.

2. Set grades

3. Excavate existing subgrade as required, compact

4. Install 6” limerock base and compact

5. Drill and epoxy grout in-place all dowels and reinforcing bars

6. Sandblast and airblow

7. Install expansion board

8. Place concrete pavement in accordance with plans and specifications.

9. Sawcut joints

10. Install preformed compression seals and/or:

11. Seal joints between new and existing with

ASTM D-5893

BA Adjust Manhole/Valve Box to Grade

The purpose of this line item is when replacing concrete in existing paving and the task order involves an existing Manhole or Valve Box, and there would be a change in existing elevation the manhole or valve box would to be raised or lowered to meet the new finished elevation.

BB Handhole Line item includes all items to provide complete a handhold station. Line item shall also include the back filling and compaction of fill material around this handhole.

BC 15” Reinforced Concrete

Pipe

Line Item includes all tasks necessary to provide specified 15” reinforced concrete pipe in the locations or estimated quantities as detailed. Line item also includes excavation trench work, backfilling and compaction. Seeding/Sodding shall be included in another line item.

BD 18” Reinforced Concrete

Pipe

Line Item includes all tasks necessary to provide specified 18” reinforced concrete pipe in the locations or estimated quantities as detailed. Line item also includes excavation trench work, backfilling and compaction. Seeding/Sodding shall be included in another line item.

BE 24” Reinforced Concrete

Pipe

Line Item includes all tasks necessary to provide specified 24” reinforced concrete pipe in the locations or estimated quantities as detailed. Line item also includes excavation trench work, backfilling and compaction. Seeding/Sodding shall be included in another line item.

BF FDOT Type 1/2/3/4/ Inlet

W/P box

Line item includes all items to provide complete a

Inlet station. Line item shall also include the back filling and compaction of fill material around this station. Seeding/Sodding shall be included in another line item.

BG Type “C” or “E” Inlet Box Line item shall include all necessary materials, transportation and labor to provide a Type “C” or “E” inlet box as indicated on task order drawings. Line item shall also include the back filling and compaction of fill material around this inlet box.

Seeding/Sodding shall be included in another line item.

BH Blank

BI Blank

BJ Hydromulch Line item shall include all items necessary for the contractor to establish grass in areas as indicated and as specified.

BK Sod Each task order shall indicate the location or amount of sod to be placed. Contractor shall be required to establish turf in accordance with the specifications.

BL Crack Relief Layer w/80#

Overbuild SAHM

Includes all the transportation, labor and materials to place crack relief layer as indicated. Unit of measure shall be SY.

BM Construct utility Duct Where indicated on each task order, the contractor shall construct a utility duct banc as indicated on this contract drawings. This utility duct shall be approximately 4 feet under finished grade elevation.

This line item shall include all requirements to provide a utility duct to include final grading and compaction. This line item does not include any pavement wok above the utility duct.

BN Signs This line item shall include all requirements to provide one sign in accordance with FDOT Standard drawing number 11860 and 11861.

BO Jack and Bore Line item shall include all items necessary to provide a utility duct via jack and boring operations.

Contractor shall provide a steel sleeve in accordance with the specifications for the jack and bore operations. Unit of measure shall be Liner feet per

24 May 2010 inch diameter of pipe. So if task order called for a

12” Jack and bore line that was 36 feet in length, the total quantity line item shall be 432.

BP

Leveling Course Unit of measure for this line item is Ton. This line item is used to bring to base grade in preparation of final asphalt layer.

BQ

Place Crushed PCC

Material for Base Course

The contractor shall be authorized to remove enough crushed material from the government stockpile to place as base course over areas as indicated on the task order request. Line item included placement and compaction of base course in accordance with the specifications.

BR PE Pipe Dia Between

4" - 24"

The unit of measure in this line item is pounds.

Based on a manufacturer’s cost and pipe data the cost varies less than 1 penny per pound. (Cost and data from Advance Drainage System, Inc.) Pipe sections are in lengths of 20 feet. For estimating purposes, the contractor shall determine the total length required for the task order, divide by 20 and round up to the next highest whole number. Then the contractor shall determine the weight per 20 foot section and multiply that weight by the total number of sections. This amount will be entered as quantity. This line item covers all tasks required to provide PE pipe as indicated. Items included, but not necessarily limited to, providing all materials, equipment, transportation, labor, excavation, backfilling, and compaction to complete this task item.

BS PE Pipe Dia Between 30” –

60”

Same as item BT – but for diameters from 30” to 60”.

BT Elbows and Couplings for

PE Pipe from 4” – 24”DIA

Line item shall cover all fabricated Tees, Elbows, inline drains, Drain Basins, Grates, and end sections.

Each item shall be counted as one item. Item shall be calculated as Cost of line item to provide divided by

Diameter of line item equals unit cost of line item. So for example if one 12” end section was required on a task order, contractor would use this line item and multiply the unit cost by 12 to calculate the cost to provide a 12” end section. All Grates used shall have

H-20 load rating.

BU Elbows and Couplings for

PE Pipe from 30 – 60” DIA

Same as Line item BV, but for 30” – 60” DIA PE

Pipe

BV Provide 2” PG 70-22

Asphalt mix

This line item includes all tasks to provide a performance graded mix of 70-22 over area as indicated and specified. Unit of measure shall be SY

24 May 2010

BW Crack Sealing Line item shall include cutting a ¼” “V” groove air blasting foreign debris and placing specified asphaltic sealer in crack.

BX Light Pole Foundation Line Item to construct light pole concrete foundation as indicated and specified.

BY Light Fixture, Roadway

Luminaire

As indicated. Line item includes the finishing and installation of light fixture. Line item additionally includes the light bulb for this fixture. Use Cooper

Utility Lighting Roadway Luminaire Cat.#

OVF25SC22D1L or approved equal

BZ Two 4” Conduit (Concrete encased). Refer to Dwg.

Sheet E-1, Detail A3

Provide as indicated.

CA

One 4” conduit. Refer to

Dwg. Sheet E-1, Detail A5

Provide as indicated.

CB Primary – Secondary Duct

Bank. Refer to Dwg. Sheet

E-1, Detail A4

Provide as indicated.

CC Two 4” Conduit – Simular to Detail A5

Provide as indicated but construct and install two conduits.

CD Landscaping with pea gravel, 4” thick

This line item uses a #68 river rock aggregate stone.

CE Paint Striping, Thermoplastic

Provide thermoplastic striping as indicated and specified

CF Conductor, circuit = #10

THWN Cu

Copper conductor #10 AWG, in support of Light fixture

CG Conductor, Bond = #2

THWN Cu

Copper conductor #2 AWG, in support of Light fixture

CH Light Fixture, KAR 2505

SP12-TB, Refer to Dwg.

Sheet E-1, Detail C, Note 4

As indicated. Line item includes the furnishing and installation of light fixture. Line item additionally includes the light bulb for this fixture.

CI Pole, A326825DMxx

Light Pole as indicated. Furnish and install as specified.

CJ Photocell Line item shall match existing

CK Lighting Contactor Provide as indicated

CL Control Station, Hand/Off/Auto

Provide as indicated

CM

Asphalt Surface Coat, 2"

Type S-1 (include Prime

Coat)

This line item includes all tasks to provide a S-1

Grade mix in accordance with FDOT standards over area as indicated and specified. Unit of measure shall be SY

24 May 2010

CN

GBS-88 Seal Coat

This line item shall provide all work, equipment.

transportation necessary to provide a flexible surface coating in accordance with section 02545 of the specifications.

CO

Replace Sprinkler Lines and Fittings

If identified in the task order as moving required, this line item shall include everything associated with sprinkler system to re-locate existing sprinkler system as indicated on task order drawings.

CP

Replace Sprinkler Heads

If identified in the task order as replacement of sprinkler head – than contractor only needs to replace any broken heads as indicated on drawings. No movement of existing irrigation system is needed.

CQ

Concrete for U-Type

Endwalls

Contractor shall provide end wall as indicated on

Drawing C-2 of this bid package. Unit of measure shall be in CY and the amount of CY required shall determine the size and slope of end wall as indicated on Drawing C-2.

CR

Sand-Cement for U-Type

Endwalls

Contractor shall provide end wall as indicated on

Drawing C-3 of this bid package. Unit of measure shall be in CY and the amount of CY required shall determine the size and slope of end wall as indicated on Drawing C-3.

CS Reflective Traffic Markers Provide reflective markers in accordance with FDOT standard. Marker color shall be indicated on each task order as required, however colors may range from yellow, red, or blue.

CT Pole, Round Tapered

Aluminum, Refer to Dwg.

Sheet E-2, Note 3

Light Pole as indicated. Furnish and install as specified. Use P&K Cat. #RTA6L20AAS14G or approved equal.

CU

FDEP Storm Water Permit

Application and Design

This line item is used anytime there is more than

5000 SF of permeable area disturbed in a task order.

This item is mainly used when the TO calls for paving an area that was not covered with Asphalt.

This item includes all work necessary to fill out and submit (including fees) the FDEP Storm water

Permit.

CV NPDS Construction

Application

This line item is used anytime there is more than one acre of permeable area disturbed in a task order. This item is mainly used when the TO calls for paving an area that was not covered with Asphalt. This item includes all work necessary to fill out and submit

(including fees) the NPDS Storm water Permit.

CW Biological Survey A Biological survey is conducted only when requested in the SOW for each task order. This survey will be provided by a certified individual to identify any endangered plant or animal species with

24 May 2010 in the construction zone. This survey shall also include a cultural resource survey. This survey shall also be provided by a certified individual to identify any historical or cultural sensitive areas within the boundaries of the construction site. Both reports shall be in written as well as electronic format and sent to the Contracting Officer as a submittal prior to the start of any construction work around the site.

CX Survey Land for FDEP

Permit

Includes all cost associated with the survey of area to be included in the FDEP or NPDS permit application.

CY Provide Geotextile Fabric for Crack Relief

Includes all cost associated with the purchase and installation of Geotextile Fabric over existing asphalt surface to prevent crack relief .