Big Bethel Blueway - Specifications - Addendum 4-Attachment 3.pdf

SECTION 01 27 00 – PAGE 1

SECTION 01 27 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SCOPE OF WORK

A. All contract prices included in Proposal shall be full compensation for all labor, materials, tools, equipment, supervision, and incidentals necessary to complete the Work, as shown on the Drawings and specified in the Contract Documents, to be performed under this Contract.

B. The items listed below refer to and are the same pay items listed in the Bid Schedule of Prices. They constitute all of the pay items for the completion of the Work. No direct or separate payment shall be made for providing miscellaneous temporary or accessory works, services, layout surveys, job signs, sanitary requirements, testing, safety devices, water supplies, power, maintaining traffic, removal of waste, watchmen, and all other requirements of the General Conditions and DIVISION 1 - GENERAL REQUIREMENTS. Compensation for all such services, equipment and materials shall be included in the prices stipulated for the lump sum and unit pay items listed herein.

C. Each lump sum and unit bid price shall be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item.

D. For purposes of measurement and payment, the term surface area is defined as the horizontal surface measured from a certified survey. The unit price bid for all items measured in surface area shall account for any necessary slope adjustments.

1.02 PAYMENT BASED ON PLAN QUANTITY

A. Error in Plan Quantity: As used in this section, the term “substantial error” is defined as the smaller of (1) or (2) below:

1. A difference between the original plan quantity and final quantity of more than 5%,

2. A change in quantity which causes a change in the amount payable of more than $5,000.

B. Where the pay quantity for any Item is designated to be the original plan quantity, the Owner will revise such quantity only in the event that the Owner determines it is in substantial error. In general, the Owner will determine such revisions by final measurement, plan calculations, or both, as additions to or deductions from plan quantities.

SECTION 01 27 00 – PAGE 2

C. In the event that either the Owner or the Contractor contends that the plan quantity for any Item is in error and additional or less compensation is thereby due, the Contractor shall submit, at their own expense, evidence of such in the form of acceptable and verifiable measurements or calculations. The Owner will not revise the plan quantity solely on the basis of a particular method of construction that the Contractor selects.

For earthwork items, the Contractor must note any differences in the original ground surfaces from that shown in the original plan cross-sections that would result in a substantial error to the plan quantity, and must be properly documented by appropriate verifiable level notes, acceptable to both the Contractor and the Owner, prior to disturbance of the original ground surface by construction operations. The Contractor shall support any claim based upon a substantial error for differences in the original ground surface by documentation as provided above.

1.03 PAY ITEMS

A. Item 1 - Mobilization and Demobilization

1. Measurement: Measurement for this Item will be based on actual invoice amounts to substantiate the actual invoiced costs, as well as an allowance for mobilization/demobilization. All costs associated with maintenance of traffic needed for vehicular and pedestrian detours and indicated traffic control on any public street or City of Hampton property shall be included in this pay item.

2. Payment: Payment of this item will be made at the applicable lump sum amount, as above determined, and will represent full compensation for providing the required mobilization/demobilization in accordance with the requirements of the General Conditions. Mobilization/demobilization payments will be pro-rated on a monthly basis with 25% retained until the payment made to Contractor immediately after project Substantial Completion to allow for maintenance throughout the project duration.

B. Item 2 – Construction Surveying

1. Measurement and Payment shall be lump sum in accordance with VDOT road and bridge specification section 517- Contractor Construction Surveying. Special Provision SP105-001000-01 is amended as follows: construction record documents will not be measured for separate payment but shall be included in the contract lump sum price for Construction Surveying.

C. Item 3 – Erosion and Sediment Control

1. The erosion and sediment control items shown on the plans are for estimating purposes only.

Section 302.04 of the VDOT Road and Bridge Specifications is amended as follows: temporary diversion channel lining, temporary diversion channel excavation, and temporary sediment riser pipe will not be measured for separate payment but shall be included in the contract lump sum price for Erosion and Sediment Control.

Section 303.06 of the VDOT Road and Bridge Specifications is amended as follows: temporary silt fence, geotextile fabric, temporary filter barriers, siltation control excavation, slope drains, pump effluent filtering, inlet protection, dewatering basin, erosion control mulch, temporary seeding, and temporary diversion dike will

SECTION 01 27 00 – PAGE 3

not be measured for separate payment but shall be included in the contract lump sum price for Erosion and Sediment Control.

Section 511.04 of the VDOT Road and Bridge Specifications is amended as follows: allaying dust will not be measured for separate payment but shall be included in the contract lump sum price for Erosion and Sediment Control.

The price of Erosion and Sediment Control shall also include furnishing, installing, maintaining, and removing all materials needed for stabilized construction entrances as described in Section 512.03 of the VDOT Road and Bridge Specification and in accordance with VDOT Standard EC-11, rock check dams in accordance with Std. & Spec. 3.20 of the Virginia Erosion and Sediment Control Handbook, and the tree protection in accordance with Std. & Spec. 3.38 of the Virginia Erosion and Sediment Control Handbook.

D. Item 4 – Demolish Pavement (Asphalt concrete pavement)

1. Measurement and Payment shall be in square yards in accordance with VDOT Road and Bridge Specification Section 508 – Demolition of Pavement and obscuring roadway.

E. Item 5 – Demolish Pavement (hydraulic cement concrete pavement)

1. Measurement and Payment shall be in square yards and in accordance with Section 508.03 off the VDOT Road and Bridge Specifications amended as follows:

Demolition of hydraulic cement concrete pavements, aprons, driveways, or concrete shore protection or combination thereof will be measured as lump sum price bid to be paid under this Item shall be full compensation to remove, and legally dispose of the concrete area indicated for demolition. Demolition shall include complete demolition and disposal of the concrete to the extents and grades indicated. All equipment and incidental work to demolish concrete that is not provided under other bid items will be paid for at the lump sum price for this Item.

F. Item 6 – Demolish Stormwater Concrete Headwall

1. Measurement: The quantity to be paid for this Item shall be based on the plan quantity for each concrete headwall demolished and disposed of as verified by the Construction Engineer.

2. Payment: The unit price per each for this Item shall be full compensation for removing and legally disposing of all portions of each stormwater concrete headwall including disconnection from existing piping. Equipment costs and all incidental work that is not provided under other bid items shall be included in the unit price.

G. Item 7 – Demolish 6 feet high chain link fence

1. Measurement: The quantity to be paid for this Item shall be based on the actual number of linear feet of 6 feet high chain link fencing removed, as indicated and verified by the construction engineer.

2. Payment: The unit price per linear foot for this Item shall be full compensation for removing chain link fencing materials, fence posts, and post foundations and legally disposing of fencing materials and backfilling post foundation holes as indicated. Equipment costs and all incidental work, including plugging pipe

SECTION 01 27 00 – PAGE 4

where indicated, that is not provided under other bid items shall be included in the unit price.

H. Item 8 – Demolish Storm Drain Pipe number of linear feet of storm drainage pipe removed, as indicated and verified by the construction engineer.

2. Payment: The unit price per linear foot for this Item shall be full compensation for excavating, removing and legally disposing of storm piping indicated for removal, backfilling as required and indicated. Equipment costs and all incidental work, including plugging pipe where indicated, that is not provided under other bid items shall be included in the unit price.

I. Item 9 – Demolish Sign and foundation

1. Measurement: The quantity to be paid for this Item shall be based on the plan quantity for each sign, post, and foundation demolished and disposed of as verified by the Construction Engineer.

2. Payment: The unit price per each for this Item shall be full compensation for removing and legally disposing of all portions of each sign including post and foundation. Equipment costs and all incidental work, including backfilling the foundation hole, that is not provided under other bid items shall be included in the unit price.

J. Item 10 – Selective Clearing and Grubbing

1. Measurement: The quantity to be paid for this item shall be based on the amount of plan acres cleared of shrubs, trees with trunk diameter smaller than 6 inches, and trees with trunks larger than 6” that the construction engineer mark and select in the field or approves and other brush material as verified by the construction engineer.

2. Payment: The unit price bid per acre cleared and grubbed shall be full compensation required to clear the area required for construction to install the project improvements as indicated with legal disposal of all cleared material.

Equipment costs and all incidental work that is not provided under other bid items

K. Item 11 – Demolish Concrete Curb and Gutter number of linear feet of concrete curb and gutter demolished, as indicated and verified by the construction engineer.

2. Payment: The unit price per linear foot for this Item shall be full compensation for excavating, removing and legally disposing of concrete curb and gutter indicated for removal, backfilling as required and indicated. Equipment costs and all incidental work, including removal of gravel bedding material beneath the concrete curb and gutter, that is not provided under other bid items shall be included in the unit price.

L. Item 12 – Demolish Concrete Swale

SECTION 01 27 00 – PAGE 5

number of linear feet of concrete swale removed, as indicated and verified by the construction engineer.

2. Payment: The unit price per linear foot for this Item shall be full compensation for excavating, removing and legally disposing of concrete swale indicated for removal, backfilling as required where indicated. Equipment costs and all incidental work that is not provided under other bid items shall be included in the unit price.

M. Item 13 – Regular Excavation and Disposal

1. Measurement and Payment shall be on a plan quantity basis, per cubic yard, in accordance with VDOT Road and Bridge Specification Section 303 – Earthwork. Optional Fuel price adjustments will not be paid as a separate payment item and shall be incidental to this item. Documentation of legal disposal of the payment quantity is required prior to payment authorization.

N. Item 14 – Select Material, Type II

1. Measurement and Payment shall be on a plan quantity basis, per cubic yard, in cubic yards in accordance with VDOT Road and Bridge Specification Section 305 – Subgrade and Shoulders. Optional Fuel price adjustments will not be paid as a separate payment and shall be incidental to this Item.

O. Item 15 – Soil Stabilization

1. The soil stabilization items shown on the plans are for estimating purposes only.

Section 602.04 of the VDOT Road and Bridge Specifications is amended as follows: topsoil will not be measured for separate payment but shall be included in the contract lump sum price for Soil Stabilization. Section 603.04 of the VDOT Road and Bridge Specifications is amended as follows: lime, fertilizer, regular seed, temporary seed, legume seed, overseeding, Hydraulic Erosion Control Products, and Sediment Retention Products will not be measured for separate payment but shall be included in the contract lump sum price for Soil Stabilization. Section

604.04 of the VDOT Road and Bridge Specifications is amended as follows: sod will not be measured for separate payment but shall be included in the contract lump sum price for Soil Stabilization.

Section 606.04 of the VDOT Road and Bridge Specifications is amended as follows: Rolled Erosion Control Product installed in drainage channels and Rolled Erosion Control Product installed on slopes including soil stabilization blankets and slope stabilization will not be measured for separate payment but shall be included in the contract lump sum price for Soil stabilization.

Section 607.04 of the VDOT Road and Bridge Specifications is amended as follows: herbicide spraying will not be measured for separate payment but shall be included in the contract lump sum price for Soil Stabilization.

Section 608.03 of the VDOT Road and Bridge Specifications is amended as follows: mowing will not be measured for separate payment but shall be included in the contract lump sum price for Soil Stabilization.

P. Item 16 – Storm Sewer Pipe, 6-inch High Density Polyethylene

SECTION 01 27 00 – PAGE 6

1. Measurement and payment shall be on a linear foot basis in accordance with Section 302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4 inches of aggregate #25 or 26 to cap the bedding material, and Select Material Type II backfill in accordance with Hampton standard PC.

Q. Item 17 – Storm Sewer Pipe, 12-inch High Density Polyethylene

302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4

R. Item 18 – Storm Sewer Pipe, 15-inch Reinforced Concrete Pipe Class 3

302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4

S. Item 19 – Storm Sewer Pipe, 18-inch Reinforced Concrete Pipe Class 3

302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4

T. Item 20 – Storm Sewer Pipe, 24-inch Reinforced Concrete Pipe Class 3

302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4

U. Item 21 – Storm Sewer Pipe, 30-inch Reinforced Concrete Pipe Class 3

302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4

V. Item 22 – Storm Sewer Pipe, 36-inch Reinforced Concrete Pipe Class 3

SECTION 01 27 00 – PAGE 7

302 of the VDOT Road and Bridge Specifications and as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4

W. Item 23 – 15-inch Reinforced Concrete Flared End Section, VDOT Standard ES-1

1. Measurement and Payment will be per each ES-1 installed in accordance with VDOT Road and Bridge Specification Section 302 – Drainage Structures as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4 inches of aggregate #25 or 26 to cap the bedding material, and Select Material Type II backfill in accordance with Hampton standard PC.

X. Item 24 – 18-inch Reinforced Concrete Flared End Section, VDOT Standard ES-1

1. Measurement and Payment will be per each ES-1 installed in accordance with VDOT Road and Bridge Specification Section 302 – Drainage Structures as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4 inches of aggregate #25 or 26 to cap the bedding material, and Select Material Type II backfill in accordance with Hampton standard PC.

Y. Item 25 – 24-inch Reinforced Concrete Flared End Section, VDOT Standard ES-1

1. Measurement and Payment will be per each ES-1 installed in accordance with VDOT Road and Bridge Specification Section 302 – Drainage Structures as amended to include #57 Stone bedding material from 6 inches below the pipe to the pipe springline in accordance with Hampton standard PB, geotextile drainage fabric or minimum 4 inches of aggregate #25 or 26 to cap the bedding material, and Select Material Type II backfill in accordance with Hampton standard PC.

Z. Item 26 – Geotextile Fabric

1. Measurement: The quantity to be paid for this Item shall be the actual number of square yards of geotextile indicated to be installed. Quantity does not include required overlaps.

2. Payment: The unit price bid per square yard of geotextile fabric shall be the full compensation required to furnish and install geotextile fabric with the required overlap. Equipment costs and all incidental work that is not provided under other bid items shall be included in the unit price.

AA. Item 27 – Outlet Protection, VDOT Standard EC-1

1. Measurement and payment will be per square yard of rip rap material placed in accordance with VDOT Road and Bridge Specification Section 414 – Rip Rap and amended to include furnishing and installing geotextile fabric including overlaps, bedding material, excavating and backfilling toe-ins, and placing all required materials.

SECTION 01 27 00 – PAGE 8

BB. Item 28 – Control Structure 1

1. Measurement and payment: The lump sum price bid to be paid under this Item shall be full compensation to furnish and install all materials required to construct Control Structure 1, as indicated including but not limited to geotextile fabric, VDOT Class A1 Rip Rap, concrete, and 6-inch High Density Polyethylene. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, geotextile fabric, rip rap, and all parts of Control Structure 1 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing channel flow around Control Structure 1 installation area shall be included in lump sum price for this Item.

CC. Item 29 – Control Structure 2 be full compensation to furnish and install all materials required to construct Control Structure 2, as indicated including but not limited to geotextile fabric, VDOT Class A1 Rip Rap, concrete, and 6-inch High Density Polyethylene. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, geotextile fabric, rip rap, and all parts of Control Structure 2 at the dimensions indicated. Equipment costs and all incidental work, including excavation

Control Structure 2 installation area shall be included in lump sum price for this Item.

DD. Item 30 – Control Structure 3 be full compensation to furnish and install all materials required to construct Control Structure 3, as indicated including but not limited to geotextile fabric, VDOT Class A1 Rip Rap, concrete, and 6-inch High Density Polyethylene. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, geotextile fabric, rip rap, and all parts of Control Structure 3 at the dimensions indicated. Equipment costs and all incidental work, including excavation

Control Structure 3 installation area shall be included in lump sum price for this Item.

EE. Item 31 – Endwall, VDOT Standard EW-1

1. Measurement and Payment shall be per each EW-1 installed in accordance with VDOT Road and Bridge Specification Section 302 – Drainage Structures amended to include furnishing and installing geotextile fabric including overlaps, bedding material, excavating and backfilling toe-ins, and placing all required materials.

FF. Item 32 – Rip Rap Outlet Protection

1. Measurement: The quantity to be paid for this Item shall be the actual amount of square yards of Rip Rap placed. All quantities are based on square yardage of rip rap indicated to be placed at the thickness indicated. Material measured using electronically/mechanically (non-hand written) stamped weigh tickets from an independent third-party entity such as transportation scales, scales at the haul/dump site, quarry or other locations. All scales are to have current state certifications with location/date/time/weight (ton or lb) imprinted in a legible manor.

2. Payment: The unit price bid per square yard of Rip Rap shall be full compensation required to furnish and place Rip Rap to the extent and grade indicated. Equipment

SECTION 01 27 00 – PAGE 9

costs and all incidental work that is not provided under other bid items shall be included in the unit price.

GG. Item 33 – Retaining Wall 1 be full compensation to furnish and install all materials required to construct Retaining Wall 1, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 1 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 1 installation area shall be included in lump sum price for this Item.

HH. Item 34 – Retaining Wall 2 be full compensation to furnish and install all materials required to construct Retaining Wall 2, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 2 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 2 installation area shall be included in

II. Item 35 – Retaining Wall 3 be full compensation to furnish and install all materials required to construct Retaining Wall 3, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 3 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 3 installation area shall be included in

JJ. Item 36 – Retaining Wall 4 be full compensation to furnish and install all materials required to construct Retaining Wall 4, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 4 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 4 installation area shall be included in

KK. Item 37 – Retaining Wall 5 be full compensation to furnish and install all materials required to construct Retaining Wall 5, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts

SECTION 01 27 00 – PAGE 10

of Retaining Wall 5 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 5 installation area shall be included in

LL. Item 38 – Retaining Wall 6 be full compensation to furnish and install all materials required to construct Retaining Wall 6, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 6 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 6 installation area shall be included in

MM. Item 39 – Retaining Wall 7 be full compensation to furnish and install all materials required to construct Retaining Wall 7, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 7 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 7 installation area shall be included in

NN. Item 40 – Retaining Wall 8 be full compensation to furnish and install all materials required to construct Retaining Wall 8, as indicated. Cost shall be full compensation for furnishing and installing all steel sheet piling materials, concrete, concrete facia, railing, and all parts of Retaining Wall 8 at the dimensions indicated. Equipment costs and all incidental work, including excavation and control of water during installation including bypassing pipe flow around Retaining Wall 8 installation area shall be included in

OO. Item 41 – Boardwalk 1

1. Measurement and payment: The lump sum price bid to be paid under this Item shall be full compensation to furnish and install the Boardwalk 1 system including timber pile system, walkway deck and superstructure including railings and concrete abutment and test pile program as indicated. All equipment and incidental work costs to construct the Boardwalk 1 system that is not provided under other bid items will be paid for at the lump sum price for this Item.

PP. Item 42 – Boardwalk 2 shall be full compensation to furnish and install the Boardwalk 2 system including timber pile system, walkway deck and superstructure including

SECTION 01 27 00 – PAGE 11

railings and concrete abutment and test pile program as indicated. All equipment and incidental work costs to construct the Boardwalk 2 system that

QQ. Item 43 – Boardwalk 3 shall be full compensation to furnish and install the Boardwalk 3 system including timber pile system, walkway deck and superstructure including railings and concrete abutment and test pile program as indicated. All equipment and incidental work costs to construct the Boardwalk 3 system that

RR. Item 44 – Concrete Weir 1 be full compensation to furnish and install all materials required to construct Concrete Weir 1, including trash rack and low permeability fill, as indicated. Cost shall be full compensation for furnishing and installing all concrete structures, piping, excavation, backfill and all parts of Concrete Weir 1 at the dimensions indicated.

Equipment costs and all incidental work, including excavation and control of water during installation including bypassing channel flow around Concrete Weir 1 installation area, that is not provided under other bid items shall be included in lump sum price for this Item.

SS. Item 45 – Concrete Weir 2 be full compensation to furnish and install all materials required to construct Concrete Weir 2, including trash rack and low permeability fill, as indicated. Cost shall be full compensation for furnishing and installing all concrete structures, piping, excavation, backfill and all parts of Concrete Weir 2 at the dimensions indicated.

Equipment costs and all incidental work, including excavation and control of water during installation including bypassing channel flow around Concrete Weir 2

TT. Item 46 – Concrete Weir 3 be full compensation to furnish and install all materials required to construct Concrete Weir 3, including trash rack and low permeability fill, as indicated. Cost shall be full compensation for furnishing and installing all concrete structures, piping, excavation, backfill and all parts of Concrete Weir 3 at the dimensions indicated.

Equipment costs and all incidental work, including excavation and control of water during installation including bypassing channel flow around Concrete Weir 3

UU. Item 47 – Concrete Weir 4

SECTION 01 27 00 – PAGE 12

be full compensation to furnish and install all materials required to construct Concrete Weir 4, including trash rack and low permeability fill, as indicated. Cost shall be full compensation for furnishing and installing all concrete structures, piping, excavation, backfill and all parts of Concrete Weir 4 at the dimensions indicated.

Equipment costs and all incidental work, including excavation and control of water during installation including bypassing channel flow around Concrete Weir 4

VV. Item 48 – Asphalt Concrete Type SM-9.5A

1. Section 315.08 of the VDOT Road and Bridge Specifications is amended as follows: asphalt concrete will be measured and paid for on a square yard basis for 2” depth of type SM-9.5A. This price shall include all saw cut necessary for this work, cleaning up debris, and disposal of waste material. VDOT Asphalt Cement Index price adjustment will not be paid as a separate payment and shall be incidental to this item.

WW. Item 49 – Aggregate Base Material, VDOT #21B (6-inch)

1. Sections 308.05 and 309.06 of the VDOT Road and Bridge Specifications are amended as follows: aggregate base material will be measured and paid for on a square yard basis for 6-inch depth of 21B. Optional Fuel price adjustments will not be paid as a separate payment and shall be incidental to this item.

XX. Item 50 – Accessible Ramp (VDOT CG-12)

1. Measurement: The quantity to be paid for this Item shall be the actual number of VDOT CG-12 Accessible ramps including detectable warning surface installed as indicated and verified by the Construction Engineer.

2. Payment: The unit price per each Item shall be full compensation required for install VDOT CG-12 Accessible Ramp, including excavation, connection to existing curbing, sidewalks, aggregate base, and installation materials. All equipment and incidental work costs to construct VDOT CG-12 that are not provided under other bid items

YY. Item 51 – Concrete Curb and Gutter (VDOT CG-6)

502 of the VDOT Road and Bridge Specifications and as amended to include the excavation and 4” minimum aggregate base Type I size 21B under and 1’ behind the curb. This price shall include all saw cut necessary for this work and any excavation, asphalt concrete, and aggregate material needed if saw cut of existing pavement is not at edge of proposed curb. Section 502.04 of the VDOT Road and Bridge Specifications is amended as follows: radial combination curb and gutter CG-6 will not be measured for separate payment but shall be included in the contract linear foot price for Std. Comb. Curb & Gutter CG-6.

ZZ. Item 52 – Landscaping shall be full compensation to furnish and install the ground cover, shrubs, and trees in the quantities indicated and verified by the Construction Engineer.

SECTION 01 27 00 – PAGE 13

Costs shall include furnishing, planting, watering, and maintenance during construction and for the 1-year warranty period after project acceptance. All equipment, materials, and incidental work costs to install all plants indicated that is not provided under other bid items will be paid for at the lump sum price for this Item.

AAA. Item 53 – Chain Link fence, 6-feet height.

1. Measurement and Payment will be in linear feet of 6 feet high fencing installed in accordance with VDOT Road and Bridge Specification Section 507 – Fences amended to include grounding per VDOT standards FE-CL and VDOT Road and Bridge Section 700.

BBB. Item 54 – Vinyl Privacy fence, 6-feet height.

1. Measurement and Payment will be in linear feet of 6 feet high vinyl fencing installed in accordance with VDOT Road and Bridge Specification Section 507 – Fences

CCC. Item 55 – Solar Light Pole number of Solar Light Poles furnished and installed as indicated, and accepted by the Construction Engineer.

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install Solar Light Pole, including foundation and installation materials, as indicated. All equipment and incidental work costs to furnish and install Solar Light Pole that are not provided under other bid items shall be included in the unit price.

DDD. Item 56 – Garbage Can number of Garbage Cans furnished and installed as indicated and accepted by the Construction Engineer.

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install Garbage Cans where indicated. All equipment and incidental work costs to furnish and install Garbage Can that are not provided under other bid

EEE. Item 57 – Informational Signage RP-V1 number of signs furnished and installed as indicated and accepted by the Construction Engineer.

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install signs, including excavation and foundation, in the location indicated. All equipment and incidental work costs to furnish and install Signage RP-V1 that are not provided under other bid items shall be included in the unit price.

FFF. Item 58 – Bench

SECTION 01 27 00 – PAGE 14

number of benches furnished and installed as indicated and accepted by the Construction Engineer.

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install benches in the area indicated. All equipment and incidental work costs to furnish and install bench that are not provided under other bid items shall be included in the unit price.

GGG. Item 59 – Pavement Markings

1. Measurement and Payment will be in linear feet of 12 inch wide pavement markings installed in accordance with VDOT Road and Bridge Specification Section 704 – Pavement Markings and Markers.

HHH. Item 60 – Railing number of linear feet of Railing installed as indicated and accepted by the Construction Engineer

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install the railing in the location indicated. All equipment, materials, and incidental work costs to furnish and install the railing including excavation, concrete foundation, and all hardware that are not provided under other bid items shall be

III. Item 61 – Removable Bollard number of Removable Bollard furnished and installed as indicated and accepted by the Construction Engineer.

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install Removable Bollard, including foundation and installation materials, as indicated. All equipment and incidental work costs to furnish and install removable bollard that are not provided under other bid items shall be

JJJ. Item 62 – Bedding material Aggregate #57 (As Needed)

1. Measurement and payment shall be on a cubic yard basis. Aggregate material shall conform to Section 203 of the VDOT Road and Bridge Specification. It shall be installed as additional bedding material, below the #57 stone bedding in the price of concrete pipe, as directed by the Construction Engineer.

KKK. Item 63 – Aggregate #3 (As Needed)

1. Measurement and payment shall be on a cubic yard basis. Aggregate material shall conform to Section 203 of the VDOT Road and Bridge Specification. It shall be installed as needed as directed by the Construction Engineer.

SECTION 01 27 00 – PAGE 15

LLL. Item 64 – Project Identification Sign number of project identification signs furnished and installed as indicated and accepted by the Construction Engineer.

2. Payment: The unit price bid for this Item shall be full compensation required to furnish and install project identification sign, including excavation and foundation, in the location to be determined by owner. All equipment and incidental work costs to furnish and install project identification sign that are not provided under other bid

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

CP500-00-01

CITY OF HAMPTON

SPECIAL PROVISION FOR

PROJECT IDENTIFICATION SIGN

PROJECT IDENTIFICATION SIGN

I. Description

This provision covers general construction items, methods, and procedures common to installing a project identification sign (also referred to as “construction sign” or “project sign”) on the project site.

II. Materials

The Contractor shall provide a construction sign made of marine grade plywood of sizes and design indicated, supported on 4” x 4” treated wood posts and painted with exterior paint in colors indicated. A copy of the design for the sign is attached to these Special Provisions.

BE ADVISED THAT THERE MAY BE CHANGES TO THE NAMES LISTED ON THE PROJECT

SIGN AS INCLUDED IN THIS SOLICITATION. THE CONTRACTOR SHALL COORDINATE

WITH THE PUBLIC WORKS ENGINEERING DEPARTMENT TO OBTAIN THE CORRECT

NAMES BEFORE HAVING THE SIGN PRODUCED.

III. Procedures

The location for the sign will established by the Owner at the Pre-Construction Conference.

Installation of the project sign will follow the mounting shown in the attached drawing.