Specifications_S&S.pdf

Specifications

Contract No. 26-0694

Federal Open Channel Drainage Work Order Contract Package 2

In Pinellas County

TO ACCOMPANY:

PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL

CONSTRUCTION (January 2025)

PINELLAS COUNTY UTILITIES DEPARTMENT STANDARD TECHNICAL SPECIFICATIONS FOR

UTILITIES AND RELATED CONSTRUCTION (June 2018)

- Located on Pinellas County website for “ENGINEERING & TECHNICAL INFORMATION: PUBLIC

WORKS & UTILITIES.”

- Web Address: https://pinellas.gov/engineering-technical-information-public-works-and-utilities

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION DIVISION I SECTION 9-2.1.2 ONLY, DIVISION II, AND DIVISION III (FY 2024- 2025)

- Located on the FDOT website for “ FDOT Specifications Office: Standard Specifications Library.”

- Web Address: https://www.fdot.gov/specifications/standard-specification-library

This item has been digitally signed and sealed by Yi Thierry Ku, P.E. on the date adjacent to the seal and only for the pages listed. Signature must be verified on any electronic copies.

Fla. License No.: 88713 Firm Name: Pinellas County Public Works Firm Address: 14 S. Ft. Harrison Ave., 2th Floor City, State, Zip Code: Clearwater, FL 33756 Sheets: 1-9

Pinellas County Special Provisions

PINELLAS COUNTY SECTION 101-0100 – Mobilization.

This section is amended to include:

EMERGENCY MOBILIZATION AT COUNTY’S REQUEST

Emergency mobilization is defined as: Mobilization requested by the Engineer and commenced by the Contractor within 48 hours of notification. Emergency mobilization may require Contractor to mobilize to a different location.

The following work may be included in this item:

- Demobilize the current active site.

- Protect and render safe the current active.

- Remobilizing back to the previously active site.

REMOBILIZATION AT COUNTY’S REQUEST

Remobilization at the County’s request is defined as: Mobilization requested by the Engineer and commenced by the Contractor within an agreed upon amount of time (greater than 48 hours) and while already mobilized at an active site. This item only applies if the demobilization of the active site is necessary.

The following work shall be included in this item:

- Demobilize the current active site.

- Protect and render safe the current active site.

- Remobilizing back to the previously active site.

Basis of Payment:

This section is amended herein:

THERE IS NO SEPARATE BID ITEM FOR MOBILIZATION. THE COST FOR MOBILIZATION SHALL BE

INCLUDED IN THE ITEMS OF WORK LISTED IN THE BID SUBMITTAL SHEETS.

ITEM NO. 101-0310 EMERGENCY MOBILIZATION AT COUNTY’S REQUEST- per Each (EA).

ITEM NO. 101-0311 REMOBILIZATION AT COUNTY'S REQUEST- per Each (EA).

PINELLAS COUNTY SECTION 102-1000 - Maintenance of Traffic.

Basis for Payment:

This section is amended herein:

THERE IS NO SEPARATE BID ITEM FOR MAINTENANCE OF TRAFFIC. THE COST FOR MAINTENANCE OF TRAFFIC SHALL BE INCLUDED IN THE ITEMS OF THE WORK LISTED IN THE “BID SUBMITTAL

SHEETS.”

PINELLAS COUNTY SECTION 104 - PREVENTION, CONTROL AND ABATEMENT OF EROSION

& WATER POLLUTION

Basis for Payment:

This section is amended as follows:

The work and incidental costs specified under this Section must be paid for at the unit price per Each (EA) work order issue. If the bid sheets include a specific pay item from the list provided in FDOT Section 104 10 Basis of Payment, then the work must be paid for at the contract unit price.

ITEM No. 104-99-1 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION per Each (EA) work order issued.

ITEM NO. 104-5000 – WATER, for Dust Control – the work specified in this Section shall be paid for at the contract unit price per Thousand Gallons (THG).

PINELLAS COUNTY SECTION 110– CLEARING AND GRUBBING

This section shall be amended to include:

Tree removal includes the cost of removing stumps associated with the tree. Any stand alone stumps shall be paid for under Item No. 110-XXXX-XXX STUMP, REMOVE.

THERE IS NO SEPARATE BID ITEM FOR CLEARING AND GRUBBING. THE COST FOR CLEARING AND GRUBBING SHALL BE INCLUDED IN THE ITEMS OF WORK LISTED IN THE BID SUBMITTAL SHEETS.

ITEM NO. 110-100-0001 PIPE REMOVAL, 2"-18", UNDER OR EQUAL TO 10' DEPTH- per Linear Foot (LF)

ITEM NO. 110-100-0002 PIPE REMOVAL, 2"-18", OVER 10' DEPTH- per Linear Foot (LF)

ITEM NO. 110-100-0005 PIPE REMOVAL, > 18"- 36", UNDER OR EQUAL TO 10' DEPTH- per Linear Foot

(LF)

ITEM NO. 110-100-0006 PIPE REMOVAL, > 18"- 36", OVER 10' DEPTH- per linear foot (LF)

ITEM NO. 110-100-0007 PIPE REMOVAL, > 36", UNDER OR EQUAL TO 10' DEPTH- per Linear Foot (LF)

ITEM NO. 110-100-0008 PIPE REMOVAL, > 36", OVER 10' DEPTH- per linear foot (LF)

ITEM NO. 110-100-0013 – CONCRETE, Removal- per Cubic Yard (CY)

ITEM NO. 110-100-0015- DRAINAGE STRUCTURE, REMOVAL, UNDER OR EQUAL TO 10' DEPTH - per Each (EA)

ITEM NO. 110-100-0016 FENCE, REMOVAL, ALL TYPES - per Linear Foot (LF)

ITEM NO. 110-100-0416 – TREE, REMOVE, 4” TO UNDER 16” IN DIAMETER, (DIAMETER AT 5’ ABOVE THE GROUND) - per Each (EA)

ITEM NO. 110-100-1630 – TREE, REMOVE, 16” TO UNDER 30” DIAMETER (DIAMETER AT 5’ ABOVE THE GROUND)- per Each (EA)

ITEM NO. 110-100-3000 – TREE, REMOVE, EQUAL TO OR OVER 30” DIAMETER (DIAMETER AT 5’ ABOVE GROUND)- per Each (EA)

Pinellas County Supplemental Specifications

ITEM NO. 110-101-XXX STUMP, REMOVE

Description: Provide all labor and equipment necessary to provide tree stump removal. Stump removal shall be removed up to 4’ of depth. Tree roots that extend outside the easement or right-of-way shall be cut to prevent any damage to the private property.

The resulting hole from the stump removal shall be filled and be paid for under 120-1101 OPEN CHANNEL

GRADING.

Measurement and Payment:

The work specified in this Section shall be paid for at the contract unit price per Each (EA), of the size specified in the appropriate pay item.

PAY ITEM NO. 110-101-0416 STUMP, REMOVE, 4" to Under 16" Diameter (Diameter at top of the stump) - per Each (EA)

PAY ITEM NO. 110-101-1630 STUMP, REMOVE, 16" to Under 30" Diameter (Diameter at top of the stump) - per Each (EA)

PAY ITEM NO. 110-101-3000 STUMP, REMOVE, Equal to or Over 30" Diameter (Diameter at top of stump) - per Each (EA)

ITEM NO. 110-37XX TREE TRIMMING

Description: Provide all labor and equipment necessary to provide tree trimming. The Contractor’s staff shall be skilled in the field of arboriculture in performing tree pruning and trimming of native species and shall have an International Society of Arboriculture (ISA) Certified Arborist on site to oversee tree trimming work. An arborist will not be required for general vegetation removal, stump grinding or Brazilian Pepper removal. All work shall be performed in accordance with the ISA or ANSI Publication A300 “Tree Care Operations – Tree, shrub and other woody plant maintenance – Standard Practices”, latest edition. Prior to making any cuts, suitable ropes, slings, guidelines and block and tackle shall be securely fastened to the section to be removed in a manner that will prevent free, rapid, uncontrolled descent of that section.

Contractor shall coordinate tree work with the County’s Ecological Services Section prior to implementing Urban Forestry practices such as tree trimming, tree removal, or other activities that may affect trees or other activities which could require additional evaluation by the Ecological Services staff.

Trimming shall provide the following clearances:

- 12’ vertical clearance measured from the top of bank or top of maintenance berm

- 6’ vertical clearance from the toe of slope

- 2’ horizontal clearance from back of sidewalks

- 10’ vertical clearance above sidewalks (applies to limbs originating from private property also)

- 16’ vertical clearance from ground in County right-of-way

Work includes removal of vegetative growth on fences, removing dead and/or broken branches, and chipping. Tree chipping material may be dispersed on site upon authorization from the County. All debris that is not dispersed on site shall be disposed of properly (recycled or taken to a permitted landfill).

Contractor is responsible for maintaining a safe, tidy work zone at all times.

Tree Trimming with Bucket Truck: Provide all labor and equipment (referred to as crew) to perform trimming, pruning and cutting of trees of various heights utilizing a bucket truck for hard-to-reach areas.

Tree Trimming, Spot (Non-Bucket Truck): Provide all labor and equipment (referred to as crew) to perform non- bucket truck light trimming of native trees This work effort is intended to be much lighter in nature with the majority of work accomplished from the ground.

Measurement and Payment: The total quantity of hours per crew person to accomplish all work as described above in an hourly rate, inclusive of all equipment needs and incidental costs. Payable at the contract unit price per Hourly Rate (HR) per crew person.

The cost of Debris Disposal shall be included in PAY ITEM NO. 110-3701 TREE trimming, w/Bucket Truck and PAY ITEM NO. 110-3703 TREE trimming, Spot.

PAY ITEM NO. 110-3701 TREE trimming, w/Bucket Truck - per Hour (HR)

PAY ITEM NO. 110-3703 TREE trimming, Spot - per Hour (HR)

ITEM NO. 120-0060-X EMBANKMENT FILL MATERIAL

Description: All fill material must be dry and meet the specifications for A-1 or A-3 soils. Materials shall be compactible, screened and free of sod, stumps, logs and other organic matter.

Embankment Fill Material: Provide all labor and equipment necessary to furnish, transport, place and compact borrow/fill material that originates from different project sites.

Contractor Supplied Fill Material: Provide all labor and equipment necessary to furnish, transport, place and compact borrow/fill material from an offsite borrow area. Contractor’s borrow / fill includes loading, transport and offloading at the site, which may have private property constraints and not easily accessible.

Measurement and Payment:

Contractor borrow / fill material shall be paid for per Cubic Yards (CY) furnished in a loose condition while in truck and be verified by truck cubic yard capacity and visual observation. Contractor shall provide receipts for all purchased borrow / fill material.

PAY ITEM NO. 120-0060-1 EMBANKMENT FILL MATERIAL - per Cubic Yard (CY)

PAY ITEM NO. 120-0060-2 EMBANKMENT FILL MATERIAL, CONTRACTOR SUPPLIED - per Cubic Yard (CY)

ITEM NO. 120-0517 LOAD, HAUL & DISPOSAL OF UNSUITABLE MATERIAL

Description: Provide all labor and equipment necessary to load, haul, and dispose of all unsuitable material to a suitable site provided by the Contractor. The Engineer shall determine if the soil is unsuitable. The cost of the excavation shall be included in the Open Channel Grading Pay Item Number 120-1101.

Basis of Payment: The work specified in this item shall be paid for at the contract unit price per Cubic Yard (CY), and be verified by truck cubic yard capacity and visual observation.

ITEM NO. 120-1101 Open Channel Grading Description: Provide all labor and equipment necessary to accomplish handling dirt and grading of ditches, channels, ponds or mitigation areas, reshaping of slopes, recontouring, re-channelization of ditches and swales, stabilization of the banks, embankment and bottom of the ditches, channels, ponds, mitigation areas or other surfaces as may be needed in preparation for permanent stabilization. The majority of the grading may require handling dirt more than once.

This section covers other grading requirements not already included in other pay items as directed by the Engineer.

This item shall be paid for at the contract unit price per Square Yards (SY) graded prior to final stabilization of the ditch, channel, pond or mitigation area, constructed and accepted. The open channel grading will require siltation devices and/or coffer dams and bypass pumping as required to construct the project and those items will be paid under items 900-1062, 900-1063, and/or 900-1064.

ITEM NO. 401-70 SPALL AREA REPAIR

Description: Perform concrete repairs on concrete structure tops as directed by the Engineer. The repairs will consist of areas no larger than two (2) square feet.

Materials: Welded Wire Reinforcement: Galvanized welded wire reinforcement (WWR) shall conform to ASTM Specification A1064.

Repair/Patching Materials: Class IV Concrete; Class IV concrete with #89 aggregate shall be in accordance with FDOT Standard Specifications.

Bonding Agent: Bonding compound shall comply with FDOT Standard Specifications for Road and Bridge Construction – Section 926 – Type AB. The bonding compound used shall be suitable for application over concrete and reinforcement with a minimum application time of 1 hour after mixing.

The bonding compound shall be mixed and applied as per manufacturer’s specifications. All bonding compounds shall be compatible with the patching material and applied in accordance with the manufacturer’s recommendations and these specifications.

Construction Method: Surface Preparation: Saw cut ¾” to 1" deep along the perimeter of the repair area. Adjust depth of saw cut if shallow steel is encountered. Feathering of the patch material at the edges is not allowed. Remove all deteriorated concrete within the saw cut limits. Exercise extreme caution to avoid cutting or damaging the existing reinforcing steel and/or damaging sound concrete.

Remove the concrete adjacent to exposed reinforcement to a depth of one (1") inch or to whatever additional depth is necessary to reach sound concrete. Extend the concrete removal two (2”) inches maximum beyond the spalled area. Unsound concrete extending a depth of two (2”) inches or more beyond the reinforcement or if more than 20% of the cross-section area has deteriorated the Engineer shall be notified at once and the structure top shall be removed and replaced per contract pay items.

Roughen and clean the exposed concrete surfaces, including the saw cut face around the perimeter of the repair area, and clean the reinforcement. Special attention shall be observed to ensure proper cleaning and preparation of the backside of the reinforcement. All surfaces to receive patch material must be clean, sound and free of surface moisture, oil and grease. Remove dust, residue, marine growth, laitance, grease, curing compounds, waxes, impregnation, foreign particles and other bond inhibiting materials from the surface.

Patch Procedure: If the depth of the repair exceeds two (2”) inches, place an approved Galvanized welded wire fabric over the area after the existing rebar has been cleaned. Tie the wire fabric at regular intervals, vertically and horizontally, not to exceed eight inches, or as directed by the Engineer. Field bend the welded wire fabric to conform to any changes in the concrete surface profile. Patch material shall be applied to the repair area within 72 hours after the area has been cleaned. If areas become contaminated after initial cleaning, they must be re-cleaned prior to applying the repair material. Just prior to applying the patch material apply a coat of bonding agent to all surfaces within the repair area in accordance with the manufacturer's recommendations. All repairs shall be made using methods to ensure the patch material is carefully worked into the repair area to achieve intimate uniform contact between the repair mortar and the concrete in accordance with manufactures recommendations.

Forms: Forms shall be used as required or as directed by the Engineer. All forms shall be removed.

Stay-in-place formwork is not allowed.

Basis of Payment: Payment for this work shall include all equipment, labor, concrete removal, surface preparation, bonding agent, forming, materials, galvanized welded wire fabric, and any incidental items necessary to complete the work. No additional payment will be made for galvanized welded wire fabric.

These items shall be considered incidental, and the cost shall be included in the unit price per Square Foot (SF).

ITEM NO. 460-1XX-XXXX – PIPE CLEANING

Description – All labor, materials, equipment, and other items required to perform the work not included in other pay items are included in the work. The interior of the pipes shall be thoroughly cleaned to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other materials. During the cleaning and preparation operations, all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements.

Levels of cleaning are defined as follows:

Light Cleaning: Removal of ¼ diameter of pipe depth or less of sand and/or debris from a section of pipe

Medium Cleaning: Removal of greater than ¼ to ½ diameter of pipe depth of sand and/or debris from a section of pipe.

Heavy Cleaning: Removal of greater than ½ diameter of pipe depth of sand and/or debris from a section of pipe.

Basis of Payment – Pipe Cleaning is payable as a measured per linear footage of pipe cleaned and accepted.

Pay Item Number Item Description easurement for Payment

460-101-0015 Pipe Cleaning - Light Cleaning - 0-1/4 diameter of pipe depth (15" or less)

LF

460-101-1521 Pipe Cleaning - Light Cleaning - 0 - 1/4 diameter of pipe depth (> 15" - 21")

LF

460-101-2142 Pipe Cleaning - Light Cleaning - 0 - 1/4 diameter of pipe depth (> 21" - 42")

LF

460-101-4254 Pipe Cleaning - Light Cleaning - 0 - 1/4" diameter of pipe depth (> 42" - 54")

LF

460-101-5499 Pipe Cleaning - Light Cleaning - 0 - 1/4" diameter of pipe depth (> 54")

LF

460-102-0015 Pipe Cleaning - Medium Cleaning - 1/4 – 1/2 diameter of pipe depth (15" or less)

LF

460-102-1521 Pipe Cleaning - Medium Cleaning - 1/4 -1/2 of pipe depth (> 15" - 21")

LF

460-102-2142 Pipe Cleaning - Medium Cleaning - 1/4 -1/2 diameter of pipe depth (> 21" - 42")

LF

460-102-4254 Pipe Cleaning - Medium Cleaning - 1/4" - 1/2" diameter of pipe (> 42" - 54")

LF

460-102-5499 Pipe Cleaning - Medium Cleaning - 1/4" - 1/2" diameter of pipe (> 54")

LF

460-103-0015

Pipe Cleaning - Heavy Cleaning - greater than 1/2" diameter of pipe debris (15" or less)

460-103-1521 Pipe Cleaning - Heavy Cleaning - greater than 1/2 diameter of pipe (> 15" - 21")

LF

460-103-2142 Pipe Cleaning - Heavy Cleaning - greater than 1/2 diameter of pipe (> 21" - 42")

460-103-4254 Pipe Cleaning - Heavy Cleaning - greater than 1/2" diameter of pipe (> 42" - 54")

LF

460-103-5499 Pipe Cleaning - Heavy Cleaning - greater than 1/2" diameter of pipe (> 54")

ITEM NO. 530-3-12-X EROSION CONTROL MATTING

Description: Furnish all materials and labor to install coir mats or blankets, Coir Mat 70 or 90 by One Clarion or approved equal. Erosion control matting with monofilament plastics will not be allowed.

Basis of Payment: The work specified under this Section shall be paid for at the contract unit price per area Square Feet (SF) constructed and accepted.

Item No. 530-3-12-1 EROSION CONTROL MATTING, COIR MAT 70, F&I – per Square Foot (SF)

Item No. 530-3-12-2 EROSION CONTROL MATTING, COIR MAT 90, F&I – per Square Foot (SF)

ITEM NO. 571-1-07 Coconut Matting, Furnishing & Install Description: Furnish all materials and labor to install, per manufacturer’s specifications, erosion control matting and concrete cloth to protect disturbed slopes or embankment surfaces against erosion due to rainfall or flowing water. Ground shall be in a stable and firm soil surface condition free of rocks and other obstructions with any seed, fertilizer, or mulches already in place ready to accept matting. Matting shall be secured to slope per manufacturer instructions and toed-in at least six (6) inches, and up to one

(1) foot in some cases, at top of bank. Finished work shall be free of air pockets, voids, tears, or damage to matting with no water flow occurring underneath. These installed surfaces shall be sodded or planted within three (3) working days of installation.

Contractor will be required to re-install any matting with observed air pockets or voids or when permanent stabilization is not completed within three (3) days that result in undesirable vegetation growth surfacing through matting. Coconut Fiber Mat: shall be 100% coconut fiber between natural fiber nets with top leno-woven layers.

Basis of Payment: The work specified under this Section shall be paid for at the contract unit price per area Square Feet (SF) actually constructed and accepted.

ITEM NO. 900-1062 COFFERDAM, INCLUDING PUMPING AND WATER TREATMENT, VARIOUS

LOCATIONS

Description: This pay item shall include all labor and materials associated with installing cofferdams.

The work area must be protected and/or restored if damaged by unexpected and/or extreme events.

Cofferdam installation shall not cause upstream flooding.

Basis of Payment:

The work for this item shall be paid for at the contract unit price per Each (EA) cofferdam installed and accepted.

ITEM NO. 900-1063 WATER BYPASS PUMPING- MOBILIZATION

Description:

This pay item shall include all labor and materials associated with furnishing and installing the pump, piping, and other incidental material required to provide bypass pumping around upstream and downstream cofferdams.

This item includes the demobilization of the water bypass pumping system.

Pump size and piping shall be capable of 10 CFS or more.

The work for this item shall be paid for at the contract unit price per Each (EA) installed and accepted.

ITEM NO. 900-1064 WATER BYPASS PUMPING - OPERATION

Description:

This pay item shall be used in conjunction with the Pay Item No. 900-1063 Water Bypass Pumping – Mobilization and shall include all labor and materials associated with operating and maintaining the pumping and water treatment required to provide bypass pumping around the upstream and downstream cofferdams.

Basis of Payment:

The work for this item shall be paid for at the contract unit price per Each Day (ED) that the pumping bypass system is required.

ITEM NO. 900-1065 DEWATERING - OPERATION

Description:

This pay item shall be used to dewater the work area.

Contractor shall obtain required dewatering permits from the local water management district or other regulatory agency prior to installing cofferdam. The contractor shall submit a dewatering plan to the Engineer for their review before construction begins. All dewatering operations shall not discharge directly into receiving waters. The contractor is responsible for determining location for water quality treatment site as part of dewatering plan to meet turbidity requirements prior to discharge.

Basis of Payment:

The work for this item shall be paid for at the contract unit price per Each Day (ED) that the dewatering system is required.

ITEM NO. 999-0003 UNSPECIFIED WORK (SURVEY)

Description:

All work shall be done in accordance with Section 005 Survey by Contractor.

The work for this item shall be paid for at the contract unit price per Each (EA).

PINELLAS COUNTY SPECIAL PROVISIONS- WATER MAIN

ITEM NO. PW-331101-309-9xxx Adjustment of Valve Box & Cover

Description: The work consists of furnishing all labor, equipment, and materials for the vertical adjustment of an existing valve box and cover to match proposed finish grade. The unit price shall include placement of the valve cover to finish grade as shown on plans or directed by the Engineer.

Measurement: the quantity of valve box and cover adjustments to be paid for under this item shall be the number Each (EA) measured in place, on grade, inspected, and accepted.

Payment shall be made under:

Item No. PW-331101-309-9002 Adjust Valve Box to Finished Grade (Outside of Pavement)

ITEM NO. PW-331101-313-xxxx Adjustment of Water Meter Box – (Horizontal)

Description: The work consists of furnishing all labor, equipment, customer coordination, and materials for the horizontal adjustment greater than 6” of an existing meter box by the use of salvaged assembly or new assembly provided by the County. The unit price shall include placement of the meter and box to finish grade at proposed locations as shown on plans or directed by the Engineer. Horizontal adjustments less than 6” shall be considered incidental to the proposed work and no separate payment shall be made.

Measurement: The quantity of meter box adjustments to be paid for under this item shall be the number Each (EA) measured in place, inspected, and accepted. Payment for additional tubing, when required, shall be under a separate item.

Payment shall be made under:

Item No. PW-331101-313-9001 Horizontal Adjustment of Potable Meter Box (> 6”)

ITEM NO. PW-331101-313-xxxx Adjustment of Water Meter Box (Vertical)

Description: The work consists of furnishing all labor, equipment, customer coordination, and materials for the vertical adjustment greater than 3” of an existing meter box by the use of salvaged assembly, or new assembly provided by the County. The unit price shall include placement of the meter and box to finish grade as shown on plans or directed by the Engineer. Vertical adjustments less than 3” shall be considered incidental to the proposed work and no separate payment shall be made.

Measurement: The quantity of meter box adjustments to be paid for under this item shall be the number Each (EA) measured in place, inspected, and accepted. Payment for additional tubing, when required, shall be under a separate item.

Payment shall be made under:

Item No. PW-331101-313-9002 Vertical Adjustment of Potable Meter Box (> 3”)

ITEM NO. PW-999-0000 Unspecified Work– Water

Description: The work under this Section includes any unspecified work that may be associated with the work in this contract or as otherwise identified by the Engineer. Any amount of extra work and/or alterations to this contract charged to this pay item shall be fully documented and approved in writing, in advance, by the Engineer. All work performed under this pay item shall be completed in accordance with all conditions and requirements of this contract and shall include the work to be done by all necessary subcontractors and/or suppliers. “Unspecified Work” shall mean the stated fixed sum of money to be used only at the Engineer’s specified direction. The particular requirements and items will be provided to the Contractor at the appropriate time and amounts shall apply only to additional items over and above those specified/indicated in the plans for this contract.

Measurement: The work in this Section shall be paid for by a portion under the Schedule of Values of this contract. Use of any portion of this pay item shall require written approval by the Engineer. The basis of negotiated process and subcontractor’s invoices will be included in the Contractor’s pay application. Copies of invoices, equipment costs, and other supporting documentation shall be included.

Item No. PW-999-0000 Unspecified Work – Water (Per EA)

PINELLAS COUNTY SPECIAL PROVISIONS - RECLAIMED

WATER

ITEM NO. RW-331101-309-9xxx Adjustment of Valve Box & Cover

Description: The work consists of furnishing all labor, equipment, and materials for the vertical adjustment of an existing valve box and cover to match proposed finish grade. The unit price shall include placement of the valve cover to finish grade as shown on plans or directed by the Engineer.

Measurement: the quantity of valve box and cover adjustments to be paid for under this item shall be the number Each (EA) measured in place, on grade, inspected, and accepted.

Item No. RW-331101-309-9002 Adjust Valve Box to Finished Grade (Outside of Pavement)

ITEM NO. RW-331101-313-xxxx Adjustment of Reclaimed Water Meter Box – (Horizontal) Description: The work consists of furnishing all labor, equipment, customer coordination, and materials for the horizontal adjustment greater than 6” of an existing meter box by the use of salvaged assembly or new assembly provided by the County. The unit price shall include placement of the meter and box to finish grade at proposed locations as shown on plans or directed by the Engineer. Horizontal adjustments less than 6” shall be considered incidental to the proposed work and no separate payment shall be made.

Measurement: The quantity of meter box adjustments to be paid for under this item shall be the number Each (EA) measured in place, inspected, and accepted. Payment for additional tubing, when required, shall be under a separate item.

Item No. RW-331101-313-9001 Horizontal Adjustment of Reclaimed Meter Box (> 6”)

ITEM NO. RW-331101-313-xxxx Adjustment of Reclaimed Water Meter Box (Vertical)

Description: The work consists of furnishing all labor, equipment, customer coordination, and materials for the vertical adjustment greater than 3” of an existing meter box by the use of salvaged assembly, or new assembly provided by the County. The unit price shall include placement of the meter and box to finish grade as shown on plans or directed by the Engineer. Vertical adjustments less than 3” shall be considered incidental to the proposed work and no separate payment shall be made.

Measurement: The quantity of meter box adjustments to be paid for under this item shall be the number Each (EA) measured in place, inspected, and accepted. Payment for additional tubing, when required, shall be under a separate item.

Item No. RW-331101-313-9002 Vertical Adjustment of Reclaimed Meter Box (> 3”)

ITEM NO. RW-999-0000 Unspecified Work – Reclaimed Water

Description: The work under this Section includes any unspecified work that may be associated with the work in this contract or as otherwise identified by the Engineer. Any amount of extra work and/or alterations to this contract charged to this pay item shall be fully documented and approved in writing, in advance, by the Engineer.

All work performed under this pay item shall be completed in accordance with all conditions and requirements of this contract and shall include the work to be done by all necessary subcontractors and/or suppliers. “Unspecified Work” shall mean the stated fixed sum of money to be used only at the Engineer’s specified direction. The particular requirements and items for the allowances will be provided to the Contractor at the appropriate time and allowance amounts shall apply only to additional items over and above those specified/indicated in the plans for this contract.

Measurement: The work in this Section shall be paid under the Schedule of Values of this contract. Use of any portion of this pay item shall require written approval by the Engineer. The basis of negotiated process and subcontractor’s invoices will be included in the Contractor’s pay application. Copies of invoices, equipment costs, and other supporting documentation shall be included.

Item No. RW-999-0000 Unspecified Work – Reclaimed Water (Per EA)

PINELLAS COUNTY SPECIAL PROVISIONS - SANITARY

SEWER

ITEM NO. SS-333900-302-Kxxx Adjust Manhole Rim & Cover

Description: This item provides all labor, equipment and materials for adjusting existing manhole riser, C.I. frame, and cover. Adjustment includes removal of existing ring and cover and removal or placement of up to 6 courses of brick and reinstalling the existing ring and cover. The work does not include excavation, surface restoration, sheeting or well point dewatering which, if required, will be paid for, or is part of the work, under other contract pay items.

Measurement: The quantities of manhole rim and cover adjustments to be paid under this item shall be Each (EA) measured in place, on grade, inspected, and accepted.

Payment shall be made under:

Item No. SS-333900-302-K002 Adjust Manhole Rim & Cover to Finished Grade (Outside of Pavement)

ITEM NO. SS-999-0000 Unspecified Work – Sanitary Sewer

Description: The work under this Section includes any unspecified work that may be associated with the work in this contract or as otherwise identified by the Engineer. Any amount of extra work and/or alterations to this contract charged to this pay item shall be fully documented and approved in writing, in advance, by the Engineer. All work performed under this pay item shall be completed in accordance with all conditions and requirements of this contract and shall include the work to be done by all necessary subcontractors and/or suppliers. “Unspecified Work” shall mean the stated fixed sum of money to be used only at the Engineer’s specified direction. The particular requirements and items will be provided to the Contractor at the appropriate time and amounts shall apply only to additional items cover and above those specified/indicated in the plans for this contract. For equipment under the control of the Contractor through direct ownership, leasing, renting, or other method of acquisition not included in the bid, the Contractor shall furnish cost data, which may assist the Engineer in the establishment of an equitable rate.

Measurement: The work in this Section shall be paid for by a portion under the Schedule of Values of this contract. Use of any portion of this pay item shall require written approval by the Engineer. The basis of negotiated prices and subcontractor’s invoices will be included in the Contractor’s pay application. Copies of invoices, equipment costs, and other supporting documentation shall be included.

Item No. SS-999-0000 Unspecified Work – Sanitary Sewer (Per EA)