Measurement and Payment Section 01025 https://cityoflargogov-my.sharepoint.com/personal/sbarrett_largo_com/Documents/Desktop/042.1_01025 - Measurement and Payment 8-18-26.docx and Payment

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 EXPLANATION AND DEFINITIONS

The following explanation of the Measurement and Payment for the bid form items is made for information and guidance. The omission of reference to any item in this description shall not, however, alter the intent of the bid form or relieve the Contractor of the necessity of furnishing such as part of the Contract.

1.02 PAYMENT

A. Payment shall be made for the items listed on the Bid Form on the basis of the work actually performed and completed. Such work shall include, but is not limited to, the furnishing of all necessary labor, materials, equipment, transportation, clean up, and all other appurtenances to complete the construction and installation of the work, to the configuration and extent as shown on the drawings, and described in the specifications.

B. It is intended that all mobilization, maintenance of traffic, sediment and erosion control, insurance, bond, license and other miscellaneous administrative costs, and all other costs to the Contractor not specifically identified in the following item description be distributed among and included in the unit prices stated. No additional payment shall be made for transportation, communications, office maintenance, project signs, maintenance of traffic, barriers, and other incidental work or services, and no further payment shall be made for remobilization unless all of the work is suspended/stopped by the Engineer for a period in excess of three months and through no fault to the Contractor.

C. All required manufacturer testing and certification should be included in the unit prices shown in the Proposal and Contract. Density testing required for compacted backfilling, and concrete strength and materials testing required at the time of construction shall be included in the applicable testing line items in the Proposal.

PART 2 - MATERIALS

Not Used

PART 3 - EXECUTION

3.01 EMERGENCY MOBILIZATION – BID ITEM NO. 1

1. DESCRIPTION: EMERGENCY MOBILIZATION SHALL INCLUDE RESPONDING TO THE CITY’S

NOTIFICATION WITHIN 2 HOURS TO ENSURE PUBLIC SAFETY OF THE AREA. FOLLOWING RESPONSE, THE CONTRACTOR SHALL ENSURE THE AREA IS SAFE BY USE OF TRAFFIC CONTROL MEASURES, https://cityoflargogov-my.sharepoint.com/personal/sbarrett_largo_com/Documents/Desktop/042.1_01025 - Measurement and Payment 8-18-26.docx and Payment

BARRIERS, OR OTHER NEEDED EQUIPMENT OR MATERIALS. THE CONTRACTOR AND CITY SHALL

DETERMINE A PLAN AND WORK SHALL COMMENCE WITHIN 48 HOURS.

2. MEASUREMENT: EMERGENCY MOBILIZATION WILL BE MEASURED BY EACH OCCURRENCE THE

CONTRACTOR IS CALLED TO THE SITE FOR, AND WHERE WORK IS PERFORMED IN AN EXPEDITIOUS

MANNER.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID FOR EACH (EA)

EMERGENCY MOBILIZATION REPAIR THE CONTRACTOR IS CALLED OUT FOR AND WORK

COMMENCES AND IS COMPLETED AND ACCEPTED IN AN EXPEDITIOUS MANNER.

3.02 RE-MOBILIZATION– BID ITEM NO. 2

1. DESCRIPTION: RE-MOBILIZATION SHALL INCLUDE A STOP OR SUSPENSION OF WORK AT THE DIRECTION OF THE CITY, BY NO FAULT OF THE CONTRACTOR, THAT EXCEEDS MORE THAN THREE

MONTHS. THIS SHALL ALSO INCLUDE THE CONTRACTOR HAVING TO MOVE LOCATIONS WITHIN

THE CITY AT THE DIRECTION OF THE CITY, BY NO FAULT OF THE CONTRACTOR.

2. MEASUREMENT: RE-MOBILIZATION SHALL BE MEASURED BY EACH TIME THE CONTRACTOR IS

FORCED TO STOP WORK AND RE-MOBILIZE AT ANOTHER TIME OR TO ANOTHER PART OF THE CITY, AT THE DIRECTION OF THE CITY.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) INCIDENT WHERE THE CITY DIRECTS THE CONTRACTOR TO STOP WORK, AND THEN START WORK AT A LATER DATE

AS INDICATED ON THE BID FORM.

3.03 CLEARING & GRUBBING – BID ITEM NO. 3

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO PROVIDE CLEARING AND GRUBBING SERVICES NECESSARY TO MEET THE PLANS OR

TO ACHIEVE PROPER GRADING ACCORDING TO THE STANDARD DRAWINGS AND SPECIFICATIONS.

MEASUREMENT: THE QUANTITY OF CLEARING AND GRUBBING TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE PER ACRE (AC) FOR ALL ITEMS COVER IN TECHNICAL

SPECIFICATIONS THAT DO NOT HAVE INDIVIDUAL LINE ITEMS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE ACRE (AC) TO THE

NEAREST ¼ ACRE OF CLEARING AND GRUBBING COMPLETED BASED ON THE SCOPE OF WORK

PROVIDED IN EACH TASK ORDER ISSUED.

3.04 TREE REMOVAL 12”-36”, 36” AND LARGER – BID ITEM NO. 4 & 5

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO REMOVE A TREE, STUMP AND ROOT BALL ACCORDING TO THE STANDARD

DRAWINGS AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF TREE REMOVAL TO BE MEASURED FOR PAYMENT UNDER

THIS PAY ITEM WILL BE THE ACTUAL NUMBER EACH (EA) TREE REMOVED ACCORDING TO THE

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PLANS AT THE CORRESPONDING LINE ITEM.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) TREE REMOVED

AT EACH DIAMETER ACCORDING TO THE SPECIFICATIONS AND STANDARD DRAWINGS, AND

ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.05 MILLING (1.5”, 2”, 3”, PROFILE) – BID ITEM NO. 6, 7, 8 & 9

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY FOR MILLING AS DESCRIBED IN STANDARD TECHNICAL SPECIFICATIONS, 327 MILLING

OF EXISTING ASPHALTIC PAVEMENT AND SHALL INCLUDE THE REMOVAL OF ALL ASPHALTIC

CONCRETE NECESSARY TO ACHIEVE THE RESULTS INDICATED IN THE PLANS. THE DEPTH OF THE

MILLING SHALL BE INDICATED ON THE PLANS AND MEASURED IN THE FIELD.

2. MEASUREMENT: THE QUANTITY OF MILLING TO BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARDS (SY) OF ASPHALT MILLED MEASURED TO THE NEAREST

SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF PAVEMENT MILLED AT THE THICKNESS SPECIFIED ON THE PLANS AND MEASURED IN THE FIELD, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.06 ASPHALT PAVEMENT LEVELING 1.5”, 2”, 3” – BID ITEM NO. 10, 11, 12, 13, 14, & 15

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR ASPHALT OVERLAY AS DESCRIBED IN THE SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF ASPHALT OVERLAY TO BE MEASURED FOR PAYMENT UNDER

THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF TON (TN) PLACED, COMPACTED AND APPROVED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE TON (TN) OF ASPHALT

PLACED, COMPACTED AND APPROVED FOR EACH TYPE OF ASPHALT PLACED, AT THE CONTRACT

PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.07 BRICK PAVEMENT REMOVAL – BID ITEM NO. 16

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REMOVAL OF BRICK PAVERS ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF BRICK PAVEMENT REMOVED TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARDS (SY) OF BRICK PAVEMENT

MEASURED TO THE NEAREST SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF

BRICK PAVEMENT REMOVED ACCORDING TO THE SPECIFICATION, AT THE CONTRACT PRICE PER

UNIT AS INDICATED ON THE BID FORM.

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3.08 BRICK PAVEMENT RESTORATION– BID ITEM NO. 17

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REPLACEMENT OF BRICK PAVERS ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF BRICK PAVEMENT REPLACED TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARDS (SY) OF BRICK PAVEMENT

MEASURED TO THE NEAREST SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF

BRICK PAVEMENT REPLACEMENT ACCORDING TO THE SPECIFICATION, AT THE CONTRACT PRICE

PER UNIT AS INDICATED ON THE BID FORM.

3.09 STABILIZED SUBGRADE– BID ITEM NO. 18

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR STABILIZING SUBGRADE ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF STABILIZED SUBGRADE TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARDS (SY) OF SUBGRADE STABILIZED

MEASURED TO THE NEAREST SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF SUBGRADE STABILIZED ACCORDING TO THE SPECIFICATION, AT THE CONTRACT PRICE PER UNIT

AS INDICATED ON THE BID FORM.

3.10 ROADWAY, AND CURB AND GUTTER BASE, - BID ITEM NO. 19, 20, 21, & 22

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REMOVAL AND DISPOSAL OF THE EXISTING ROADWAY BASE AND THE

INSTALLATION OF NEW ROADWAY BASE ON A PREPARED SUBGRADE ACCORDING TO THE

SPECIFICATION.

2. MEASUREMENT: PAYMENT FOR PERFORMING BASE REPAIR SHALL BE MADE AT THE

CONTRACTOR'S UNIT PRICE SQUARE YARD (SY) OF BASE MATERIAL INSTALLED AND ACCEPTED IN

AREAS REQUIRING PAVEMENT AND/OR CURB AND GUTTER RESTORATION AND IN ACCORDANCE

WITH THE PLANS AND SPECIFICATIONS.

3. PAYMENT: THE CONTRACTOR’S UNIT PRICE SHALL INCLUDE COMPENSATION FOR ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO PROVIDE, INSTALL AND COMPACT OF CRUSHED

CONCRETE BASE MATERIAL, TO THE PROPER GRADE, IN PREPARATION FOR INSTALLATION OF

ASPHALT SURFACE COURSE, CURBING, AND GUTTER IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS.

3.11 CRACK SEALING – BID ITEM NO. 23

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1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR APPLYING CRACK SEALING TREATMENT ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF CRACK SEALING TO BE MEASURED FOR PAYMENT UNDER

THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF GALLONS (GAL) OF SEALANT USED TO THE

NEAREST GALLON OF MATERIAL.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER GALLON (GAL) OF

SEALANT INSTALLED ACCORDING TO THE SPECIFICATION, AT THE CONTRACT PRICE PER UNIT AS

INDICATED ON THE BID FORM.

3.12 SEAL COAT – BID ITEM NO. 24

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR APPLYING SEAL COAT TREATMENT ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF SEAL COAT TO BE MEASURED FOR PAYMENT UNDER THIS

PAY ITEM WILL BE THE ACTUAL NUMBER OF SQUARE YARD (SY) OF SEAL COAT INSTALLED

MEASURED TO THE NEAREST SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF SEAL COAT INSTALLED ACCORDING TO THE SPECIFICATION, AT THE CONTRACT PRICE PER UNIT

AS INDICATED ON THE BID FORM.

3.13 ASPHALT REJUVENATOR SEALER – BID ITEM NO. 25

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR APPLYING ASPHALT REJUVENATOR SEALER TREATMENT ACCORDING TO THE

SPECIFICATION. REMOVAL AND REPAIR OF TEST CORES SHALL BE CONSIDERED INCIDENTAL TO

THIS WORK.

2. MEASUREMENT: THE QUANTITY OF ASPHALT REJUVENATOR SEALER TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF SQUARE YARD (SY) OF

ASPHALT REJUVENATOR SEALER INSTALLED MEASURED TO THE NEAREST SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF

ASPHALT REJUVENATOR SEALER INSTALLED ACCORDING TO THE SPECIFICATION, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.14 MICROSURFACE (SINGLE APPLICATION, DOUBLE APPLICATION, RUT FILLING)

– BID ITEM NO. 26, 27, & 28

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

NECESSARY FOR APPLYING MICROSURFACING TREATMENT ACCORDING TO THE SPECIFICATION.

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2. MEASUREMENT: THE QUANTITY OF MICROSURFACING SINGLE AND DOUBLE APPLICATIONS TO

BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARDS (SY) OF

MICROSURFACING MEASURED TO THE NEAREST SQUARE YARD. THE QUANTITY OF

MICROSURFACING RUT FILLING TO BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE

THE ACTUAL TONS (TN) OF MATERIAL MEASURED TO THE NEAREST TON.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF

MICROSURFACING SINGLE AND DOUBLE APPLICATION AND PAID PER TON (TN) OF

MICROSURFACING RUT FILLING INSTALLED ACCORDING TO THE SPECIFICATION, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.15 FULL DEPTH RECLAMATION (FDR) – BID ITEM NO. 29

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR RECLAIMING THE EXISTING ROADWAY BASE MATERIALS FOR USE AS NEW

ROADWAY BASE ACCORDING TO THE SPECIFICATION. THIS SHALL ALSO INCLUDE PAVEMENT

CORES AND THE ENGINEERING OF MIX DESIGN TO ACCOMPLISH THE FULL DEPTH RECLAMATION

ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF FULL DEPTH RECLAMATION TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF SQUARE YARDS (SY) OF

ROADWAY BASE RECLAIMED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF SQUARE YARDS (SY) OF BASE RECLAIMED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.16 EMULSION (FDR) – BID ITEM NO. 30

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR ADDING EMULSION TO THE FULL DEPTH RECLAMATION AS DETERMINED FROM

THE MIX DESIGN.

2. MEASUREMENT: THE QUANTITY OF EMULSION TO BE MEASURED FOR PAYMENT UNDER THIS

PAY ITEM WILL BE THE ACTUAL NUMBER OF GALLONS (GAL) OF EMULSION USED DURING MIXING.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF GALLONS (GAL) OF EMULSION ADDED TO MIXING ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT

THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.17 PORTLAND CEMENT (FDR) – BID ITEM NO. 31

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR ADDING PORTLAND CEMENT TO THE FULL DEPTH RECLAMATION AS

DETERMINED FROM THE MIX DESIGN.

2. MEASUREMENT: THE QUANTITY OF PORTLAND CEMENT TO BE MEASURED FOR PAYMENT

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UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF TONS (TN) OF PORTLAND CEMENT USED

DURING MIXING.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF TONS (TN)

OF PORTLAND ADDED TO MIXING ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.18 COMPACTING AND GRADING (FDR) – BID ITEM NO. 32

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR COMPACTING AND GRADING THE ROADWAY FOLLOWING THE FULL DEPTH

RECLAMATION.

2. MEASUREMENT: THE QUANTITY OF COMPACTING AND GRADING TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF SQUARE YARDS (SY) OF

COMPACTING AND GRADING.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF SQUARE

YARDS (SY) OF COMPACTING AND GRADING PERFORMED ACCORDING TO THE SPECIFICATION,

AND ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.19 BASE MATERIAL (FDR) – BID ITEM NO. 33

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR ADDING ADDITIONAL BASE MATERIAL NEEDED FOR THE FULL DEPTH

RECLAMATION.

2. MEASUREMENT: THE QUANTITY OF BASE MATERIAL TO BE MEASURED FOR PAYMENT UNDER

THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF TONS (TN) OF BASE MATERIAL ADDED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF TONS (TN)

OF BASE MATERIAL ADDED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.20 REMOVAL OF UNSUITABLE MATERIAL(FDR) – BID ITEM NO. 34

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REMOVING UNSUITABLE MATERIAL NEEDED FOR THE FULL DEPTH

RECLAMATION.

2. MEASUREMENT: THE QUANTITY OF UNSUITABLE MATERIAL TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF TONS (TN) OF UNSUITABLE MATERIAL

REMOVED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF TONS (TN)

OF UNSUITABLE MATERIAL REMOVED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT

THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

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3.21 CAPE SEAL – BID ITEM NO. 35

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR APPLYING CAPE SEAL TREATMENT ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF CAPE SEAL TREATMENT TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARDS (SY) OF CAPE SEAL MEASURED TO THE

NEAREST SQUARE YARD.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF

CAPE SEAL TREATMENT INSTALLED ACCORDING TO THE SPECIFICATION, AT THE CONTRACT

PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.22 FLAT TOP SPEED TABLE ASSEMBLY – BID ITEM NO. 36

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO INSTALL THE SPEED TABLE ASSEMBLY ACCORDING TO THE STANDARD DRAWINGS

AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF SPEED TABLE ASSEMBLIES TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER EACH (EA) SPEED TABLE ASSEMBLY

INSTALLED ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) SPEED TABLE

ASSEMBLY INSTALLED ACCORDING TO THE SPECIFICATIONS AND STANDARD DRAWINGS, AND

ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.23 EXCAVATION & EMBANKMENT - BID ITEM NO. 37

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO PROVIDE EXCAVATING, EMBANKMENT, AND GRADING SERVICES NECESSARY TO

MEET THE CORRECT GRADE AS INDICATED ON THE PLANS OR TO ACHIEVE PROPER DRAINAGE

ACCORDING TO THE STANDARD DRAWINGS AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF EXCAVATION, EMBANKMENT AND GRADING TO BE

MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER CUBIC YARDS

(CY) OF SOIL DISTURBED, RELOCATED, OR ADJUSTED AT THE CITY’S REQUEST.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE CUBIC YARDS (CY) OF SOIL DISTURBED, RELOCATED, OR ADJUSTED AS REQUESTED BY THE CITY AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.24 REMOVE CURB OR CURB AND GUTTER, ALL TYPES – BID ITEM NO. 38

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NECESSARY FOR REMOVING CURB OR CURB AND GUTTER ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF CURB OR CURB AND GUTTER TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL LINEAR FEET (LF) OF CURB OR CURB AND

GUTTER REMOVED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER LINEAR FOOT (LF) OF CURB

OR CURB AND GUTTER REMOVED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, FOR ALL

TYPES OF CURBING, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.25 REPLACE CURB OR CURB AND GUTTER, ALL TYPES – BID ITEM NO. 39

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REPLACING CURB OR CURB AND GUTTER ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF CURB OR CURB AND GUTTER TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL LINEAR FEET (LF) OF CURB OR CURB AND

GUTTER REPLACED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER LINEAR FOOT (LF) OF CURB OR CURB AND GUTTER REPLACED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, FOR ALL

TYPES OF CURBING, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.26 REMOVE CONCRETE SIDEWALK AND DRIVEWAY (4”, 6”) – BID ITEM NO. 40

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY FOR REMOVING 4” SIDEWALK, 6” SIDEWALK, AND DRIVEWAY APRONS ACCORDING TO

THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF SIDEWALK OR DRIVEWAY REMOVED TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARD (SY) OF SIDEWALK OR

DRIVEWAY REMOVED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF

SIDEWALK OR DRIVEWAY REMOVED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, FOR

ALL THICKNESSES OF SIDEWALK OR DRIVEWAY, AT THE CONTRACT PRICE PER UNIT AS INDICATED

ON THE BID FORM.

3.27 REPLACE CONCRETE 4” SIDEWALK – BID ITEM NO. 41

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REPLACING 4” SIDEWALK ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF 4” SIDEWALK REPLACED TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARD (SY) OF 4” SIDEWALK REPLACED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF 4” https://cityoflargogov-my.sharepoint.com/personal/sbarrett_largo_com/Documents/Desktop/042.1_01025 - Measurement and Payment 8-18-26.docx and Payment

SIDEWALK REPLACED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE CONTRACT

PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.28 REPLACE CONCRETE 6” SIDEWALK AND DRIVEWAY – BID ITEM NO. 42

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REPLACING 6” SIDEWALK AND DRIVEWAY ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF 6” SIDEWALK AND DRIVEWAY REPLACED TO BE MEASURED

FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE YARD (SY) OF 6” SIDEWALK

AND DRIVEWAY REPLACED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE YARD (SY) OF 6”

SIDEWALK AND DRIVEWAY REPLACED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT

THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.29 ROOT CONTROL BARRIER – BID ITEM NO. 43

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO INSTALL THE ROOT CONTROL BARRIER ACCORDING TO THE STANDARD

DRAWINGS AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF ROOT CONTROL BARRIER TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF LINEAR FEET (FT) OF ROOT CONTRL

BARRIER FURNISHED AND INSTALLED ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY LINEAR FEET (FT)

FURNISHED AND INSTALLED ACCORDING TO THE SPECIFICATIONS AND STANDARD DRAWINGS,

AND ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.30 DETECTABLE WARNINGS– BID ITEM NO. 44

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR INSTALLING DETECTABLE WARNINGS ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF DETECTABLE WARNINGS TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL SQUARE FEET (SF) OF DETECTABLE WARNINGS

MEASURED TO THE NEAREST SQUARE FOOT.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER SQUARE FOOT (SF) OF DETECTABLE WARNINGS INSTALLED ACCORDING TO THE SPECIFICATION, AND ACCEPTED AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.31 LATEX PAINT STRIPING YELLOW/WHITE/BLUE (4”, 6”, 12”, 24”, SYMBOL, WORD)

– BID ITEM NO. 45, 46, 47, 48, & 49

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SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR INSTALLING LATEX PAINT STRIPING ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF LATEX PAINT STRIPING TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL LINEAR FEET (LF) OF LATEX STRIPING INSTALLED FOR

EACH WIDTH, AND WILL BE THE ACTUAL NUMBER OF EACH (EA) WORD OR SYMBOL INSTALLED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER LINEAR FOOT (LF) OF

LATEX STRIPING INSTALLED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, FOR EACH

WIDTH, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM. THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER EACH (EA) LATEX WORD OR SYMBOL STRIPING INSTALLED

ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS

INDICATED ON THE BID FORM.

3.32 THERMOPLASTIC STRIPING YELLOW/WHITE/BLUE (4”, 6” 12”, 24”, SYMBOL, WORD) – BID

ITEM NO. 50, 51, 52, & 53

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR INSTALLING THERMOPLASTIC STRIPING ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF THERMOPLASTIC STRIPING TO BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL LINEAR FEET (LF) OF THERMOPLASTIC STRIPING

INSTALLED, AND WILL BE THE ACTUAL NUMBER OF EACH (EA) WORD OR SYMBOL INSTALLED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER LINEAR FOOT (LF) OF THERMOPLASTIC STRIPING INSTALLED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, FOR

EACH WIDTH, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM. THE

QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER EACH (EA) THERMOPLASTIC WORD OR

SYMBOL STRIPING INSTALLED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.33 AMBER/RED/WHITE/BLUE RPM INSTALLATION – BID ITEM NO. 54

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO INSTALL RAISED PAVEMENT MARKERS (RPM).

2. MEASUREMENT: THE QUANTITY OF RAISED PAVEMENT MARKERS (RPM) TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF EACH (EA) RAISED PAVEMENT

MARKER (RPM) OF THE COLOR SPECIFIED ON THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF EACH (EA) RAISED PAVEMENT MARKER (RPM) ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.34 MANHOLE AND VALVE BOX ADJUSTMENT – BID ITEM NO. 55 & 56

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NECESSARY FOR ADJUSTING A STRUCTURE ACCORDING TO THE SPECIFICATION.

2. MEASUREMENT: THE QUANTITY OF STRUCTURE ADJUSTMENTS TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF EACH (EA) STRUCTURE TYPE ADJUSTED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID PER EACH (EA) TYPE OF

STRUCTURE ADJUSTED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE CONTRACT

PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.35 REMOVE AND RE-INSTALL WHEEL STOP – BID ITEM NO. 57

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY FOR REMOVING AND RE-INSTALLING A WHEEL STOP.

2. MEASUREMENT: THE QUANTITY OF WHEEL STOPS TO BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF EACH (EA) WHEEL STOP REMOVED AND REINSTALLED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF EACH (EA) WHEEL STOP REMOVED AND RE-INSTALLED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.36 REMOVE, FURNISH AND INSTALL WHEEL STOP – BID ITEM NO. 58

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO REMOVE, FURNISH AND INSTALL A NEW WHEEL STOP.

2. MEASUREMENT: THE QUANTITY OF WHEEL STOPS TO BE MEASURED FOR PAYMENT UNDER THIS

PAY ITEM WILL BE THE ACTUAL NUMBER OF EACH (EA) NEW WHEEL STOP INSTALLED.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF EACH (EA)

NEW WHEEL STOP INSTALLED ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.37 UNDERDRAIN INSTALLATION – BID ITEM NO. 59

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO INSTALL UNDERDRAIN ACCORDING TO THE STANDARD DRAWINGS AND

SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF UNDERDRAIN TO BE MEASURED FOR PAYMENT UNDER THIS

PAY ITEM WILL BE THE ACTUAL NUMBER LINEAR FEET (LF) OF UNDERDRAIN INSTALLED

ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE LINEAR FEET (LF)

INSTALLED ACCORDING TO THE SPECIFICATION AND STANDARD DRAWINGS, AND ACCEPTED, AT

THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

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3.38 SIGN, SINGLE POST FURNISH AND INSTALL – BID ITEM NO. 60

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO FURNISH AND INSTALL A SINGLE POST AND SIGN ACCORDING TO THE STANDARD

DRAWINGS AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF SINGLE POST SIGNS TO BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER EACH (EA) SINGLE POST AND SIGN FURNISHED AND

INSTALLED ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) FURNISHED AND

INSTALLED ACCORDING TO THE SPECIFICATIONS AND STANDARD DRAWINGS, AND ACCEPTED,

AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.39 SIGN, SINGLE POST RELOCATE – BID ITEM NO. 61

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO RELOCATE A SINGLE POST AND SIGN ACCORDING TO THE STANDARD DRAWINGS

AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF SINGLE POST SIGNS TO BE MEASURED FOR PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER EACH (EA) SINGLE POST AND SIGN FURNISHED AND

INSTALLED ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) FURNISHED AND

INSTALLED ACCORDING TO THE SPECIFICATIONS AND STANDARD DRAWINGS, AND ACCEPTED,

AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.40 PERFORMANCE TURF– BID ITEM NO. 62

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO INSTALL PERFORMANCE TURF ACCORDING TO THE STANDARD DRAWINGS AND

SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF PERFORMANCE TURF TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER SQUARE YARDS (SY) OF PERFORMANCE TURF

FURNISHED AND INSTALLED ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE SQUARE YARD (SY)

FURNISHED AND INSTALLED ACCORDING TO THE SPECIFICATIONS AND STANDARD DRAWINGS,

AND ACCEPTED, AT THE CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.41 SANITARY CLEAN OUT INSTALLATION/REPAIR/ADJUSTMENT– BID ITEM NO. 63

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SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL

NECESSARY TO INSTALL, REPAIR, OR ADJUST A SANITARY CLEAN OUT ACCORDING TO THE

STANDARD DRAWINGS AND SPECIFICATIONS.

2. MEASUREMENT: THE QUANTITY OF SANITARY CLEAN OUTS TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER EACH (EA) CLEAN OUT REPAIRED,

ADJUSTED, OR FURNISHED AND INSTALLED ACCORDING TO THE PLANS.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) SANITARY

CLEAN OUT REPAIRED, ADJUSTED, OR FURNISHED AND INSTALLED ACCORDING TO THE

SPECIFICATIONS AND STANDARD DRAWINGS, AND ACCEPTED, AT THE CONTRACT PRICE PER UNIT

AS INDICATED ON THE BID FORM.

3.42 RECLAIM WATER LINE REPAIRS – BID ITEM NO. 64

1. DESCRIPTION: THE WORK INCLUDES MAINTENANCE OF TRAFFIC (MOT) AS DESCRIBED IN

SECTION 01570 – TRAFFIC CONTROL, AND ALSO PROVIDES ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO REPAIR RECLAIM WATERLINES, INCLUDING IRRIGATION LINES, SERVICE LATERALS, AND RAISING OR LOWERING METERS AND METER BOXES TO THE CORRECT GRADE.

2. MEASUREMENT: THE QUANTITY OF RECLAIM WATERLINE REPAIRS TO BE MEASURED FOR

PAYMENT UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER EACH (EA) WATERLINE REPAIRED

OR ADJUSTED AT THE CITY’S REQUEST.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY EACH (EA) RECLAIM

WATERLINE REPAIRED OR ADJUSTED AS REQUESTED BY THE CITY AND ACCEPTED, AT THE

CONTRACT PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.43 MAILBOX RELOCATION – BID ITEM NO. 65

1. DESCRIPTION: THE WORK INCLUDES THE TEMPORARY RELOCATION OF MAILBOXES DURING

CONSTRUCTION AND PERMANENT RELOCATION AFTER CONSTRUCTION HAS BEEN COMPLETED.

THE WORK SHALL ALSO INCLUDE THE RELOCATION OF THE MAILBOX FOUNDATION.

2. MEASUREMENT: THE QUANTITY OF MAILBOX RELOCATION TO BE MEASURED FOR PAYMENT

UNDER THIS PAY ITEM WILL BE THE ACTUAL NUMBER OF EACH (EA) MAILBOX RELOCATION.

3. PAYMENT: THE QUANTITIES AS SPECIFIED ABOVE SHALL BE PAID BY THE NUMBER OF EACH (EA)

MAILBOX RELOCATION ACCORDING TO THE SPECIFICATION, AND ACCEPTED, AT THE CONTRACT

PRICE PER UNIT AS INDICATED ON THE BID FORM.

3.44 TESTING LABORATORY ALLOWANCE – BID ITEM NO. 66

1. DESCRIPTION: THIS ITEM INCLUDES BUT NOT LIMITED TO CONCRETE TESTING INCLUDING

SLUMP, AIR, TEMPERATURE, AND CYLINDER BREAKS, BEAM BREAKS, ASPHALT COMPACTION

TESTING UTILIZING A NUCLEAR DENSITY GUAGE, ASPHALT CORES, MODIFIED PROCTOR FOR SOILS, AND DENSITY TESTING OF SUB GRADE AND BASE.

2. MEASUREMENT: ALL PASSING TESTS REQUESTED BY THE CITY WILL BE PAID BASED ON THE

INVOICES FROM TESTING FIRM.

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3. PAYMENT: ALL PASSING TESTS REQUESTED BY THE CITY WILL BE PAID BASED ON THE INVOICES FROM THE TESTING FIRM. THE CITY WILL PAY FOR THE ACTUAL COST OF THE TESTS WITH NO CONTRACTOR MARK UP. TESTING INVOICES SHALL BE SENT TO THE CITY AND PAID FOR OUT OF

AN ALLOWANCE FOR THE PROJECT.

3.45 GENERAL ALLOWANCE (CONTINGENCY) – BID ITEM NO. 67

1. DESCRIPTION: CONTINGENCY ALLOWANCE IS A STIPULATED AMOUNT AVAILABLE AS RESERVE

FOR SOLE USE BY OWNER TO COVER UNANTICIPATED COSTS.

2. MEASUREMENT: WHEN AUTHORIZATION OF WORK UNDER CONTINGENCY ALLOWANCE IS

CONTEMPLATED BY OWNER FOR A DEFINED SCOPE, SUBMIT CHANGE ORDER PROPOSAL TO

ENGINEER/OWNER. PREPARE CHANGE PROPOSAL IN ACCORDANCE WITH THE GENERAL

CONDITIONS.

3. PAYMENT: PAYMENTS WITHIN LIMIT OF CONTINGENCY ALLOWANCE SHALL EXCLUDE COST OF

BOND AND INSURANCE PREMIUMS.

END OF SECTION