SECTION II OFFICIAL BID FORM

ESTIMATED QUANTITIES

RESURFACING TWIN LAKES AREA ROADS AND PARKING LOTS

OFFICIAL BID FORM DATE The undersigned bidder agrees, if awarded a contract by the County of Westmoreland, to provide for the RESURFACING TWIN LAKES AREA ROADS AND PARKING LOTS as specified in accordance with the foregoing Bid Specifications for the price specified below. _________________________________ ______________________________ Name of Bidder (Type or Print) Total Bid Sum _________________________________ Address _________________________________ _________________________________ Authorized Signature AFFIX CORPORATE SEAL HERE (if bidder is a corporation) _________________________________ Print Name & Title of Signer _________________________________ Area Code & Telephone _________________________________ Fax Number Bidder is a (Check one): ______ Corporation incorporated in the State of _______________________ ______ General Partnership ______ Limited Partnership ______ Sole Proprietorship Other (Specify) ________________________ OFFICIAL BID FORM – PAGE 1

OFFICIAL BID FORM – PAGE 2

ESTIMATED QUANTITIES

The following Unit Price Schedule was used to compute the total bid sum on the project and should the amount of the construction items needed be increased or decreased due to special conditions found at the site, the undersigned agrees that the following unit prices will be used for any adjustments. Bidders must provide the below listed unit prices and total prices or bid may be rejected.

PROJECT COST ESTIMATE

PROJECT: RESURFACING TWIN LAKES AREA ROADS AND PARKING LOTS DATE: May 4, 2021

ITEM # DESCRIPTION PAY

UNIT

QTY UNIT

PRICE

TOTAL PRICE

0350-0121 SUBBASE (NO. 2A)

TONS 160

0413-0308 SUPERPAVE ASPHALT

MIXTURE DESIGN, WEARING

COURSE, PG 64S-22, 3 TO < 10

MILLION ESALS, 9.5 MM MIX,

SRL-H, 1½ INCH DEPTH -

PUBLIC ROADS

TONS 1,720

0413-2071 0413-2071 SUPERPAVE ASPHALT

MIXTURE DESIGN WEARING

COURSE (LEVELING) PG 64S-22

0.3 TO < 3 MILLION ESALS 9.5

MM MIX SRL-H - PUBLIC ROADS

TONS 885

0460-0002 BITUMINOUS TACK COAT - PUB

ROADS

GAL. 1,400

4413-0308 SUPERPAVE ASPHALT

MIXTURE DESIGN, WEARING

COURSE, PG 64S-22, 3 TO < 10

MILLION ESALS, 9.5 MM MIX,

SRL-H, 1½ INCH DEPTH - PARK

DRIVEWAYS AND PARKING

AREAS

TONS 1,640

4413-2071 0413-2071 SUPERPAVE ASPHALT

MIXTURE DESIGN WEARING

COURSE (LEVELING) PG 64S-22

0.3 TO < 3 MILLION ESALS 9.5

MM MIX SRL-H - PARK

DRIVEWAYS AND PARKING

AREAS

TONS 800

4460-0002 BITUMINOUS TACK COAT -

PARKS

GAL. 1,300

9413-0308 SUPERPAVE ASPHALT

MIXTURE DESIGN, WEARING

COURSE, PG 64S-22, 3 TO < 10

MILLION ESALS, 9.5 MM MIX,

SRL-H, 1½ INCH DEPTH -

PUBLIC WORKS SALT SHED

AND DISTRICT JUSTICE PARK

LOT

TONS 240

9460-0002 BITUMINOUS TACK COAT - PUB

WKS

GAL. 200

0413-8052 SUPERPAVE ASPHALT

MIXTURE DESIGN BINDER

COURSE RPS PG 64S-22 3 TO <

10 MILLION ESALS 25.0 MM MIX

TONS 380

0491-0032 MILLING OF ASPHALT

PAVEMENT SURFACE, 1 1/2"

DEPTH, MILLED MATERIAL

RETAINED BY COUNTY

(DELIVERED TO COUNTY

STOCKPILE) - PUBLIC ROADS

SY 7,900

0491-0034 MILLING OF ASPHALT

PAVEMENT SURFACE, 2 1/2"

DEPTH, MILLED MATERIAL

RETAINED BY COUNTY -

PUBLIC WORKS SALT SHED

SY 900

OFFICIAL BID FORM – PAGE 3

4350-0121 SHOULDER BACKUP

/DRIVEWAY ADJUSTMENTS

WITH MILLED MATERIAL FROM

PROJECT COUNTY STOCKPILE

TONS 400

0962-0001 PAINTING TRAFFIC LINES – 4”

LINES YELLOW AND WHITE

L.F. 12,300

0960-0026 24" WHITE HOT

THERMOPLASTIC TRANSVERSE

PAVEMENT MARKINGS

L.F. 24

0960-0140 WHITE HOT THERMOPLASTIC

PAVEMENT LEGEND TRAFFIC

SIGNAL STRAIGHT/LEFT, RIGHT

EACH 4

0469-0022 ASPHALT JOINT AND CRACK

SEALING FOR BITUMINOUS

SURFACES - LONGITUDINAL

JOINTS ROADS

LF 7,000

0492-0001 DRIVEWAY ADJUSTMENTS L.S. 1

0608-0001 MOBILIZATION L.S. 1

0901-0001 MAINTENANCE & PROTECTION

OF TRAFFIC DURING

CONSTRUCTION

L.S. 1

TOTAL

SUM*

*SHOW AS TOTAL BID SUM ON PAGE 1 OF OFFICIAL BID FORM

The county reserves the right to select individual line items in lieu of the total project to stay within the budgeted amount.

OFFICIAL BID FORM – PAGE 4

SECTION V SPECIFICATIONS

SPECIFICATIONS

All items of work performed under this project shall be completed according to the latest

Pennsylvania Department of Transportation 408 Specifications, unless otherwise specifically stated.

0350-0121 SUBBASE (NO. 2A) (for BASE REPAIR)

This work consists of the placement of 2A subbase for base repair or minor shoulder widening. For this

project consider as incidental to this item the excavation and removal of up to 12 inches of existing pavement or

shoulder material. Ensure the area is compacted and place 6 inches of 2A subbase and 4 inches of binder course.

Also incidental all joints are to be sealed with an approved crack sealer prior to overlay.

This item will be paid for at the contract unit price per ton of 2A placed for base repari including the sealing

of all joints. Binder course will be paid by tons as indicated below.

0413-0308 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10

MILLION ESALS, 9.5 MM MIX, SRL-H, 1½ INCH DEPTH

0413-2071 0413-2071 SUPERPAVE ASPHALT MIXTURE DESIGN WEARING COURSE

(LEVELING) PG 64S-22 0.3 TO < 3 MILLION ESALS 9.5 MM MIX SRL-H

0413-8052 SUPERPAVE ASPHALT MIXTURE DESIGN BINDER COURSE RPS PG 64S-22 3 TO < 10

MILLION ESALS 25.0 MM MIX

This work shall be completed in accordance with the latest Penn DOT Publication 408. Specifications.

Special interest shall be paid to the following sections:

1.a. – A Job-Mix Formula Report must be submitted and approved in accordance with this section.

1.b. – UNIFORMITY – Perform tests for bitumen content and aggregate gradation as established in the

quality control plan in accordance with PTM NO. 1

1.c. – Acceptance of the Mixture (STANDARD) Certification to be submitted to the County following

quality control tests for bitumen determination, sieve analysis, and superpave volumetric tests of the mixture.

7. Spreading and Finishing

Provide one (1) certified Bituminous Field Technician on the project during placement of all WMA material. The

certified technician is to be instructed and trained to control the paving operations so that the Completed mixture

complies with the specified requirements.

9.b. Wearing Course

An optimum rolling pattern will be established by a licensed nuclear gage operator utilizing the procedure

established in this section

The 4xxx and 9xxx item numbers and separate items are only to designate park or parking lot paving

situations to distinguish the bid item from those used to pave the public roads.

Pavement courses will be paid by ton of material placed.

0460-0002 BITUMINOUS TACK COAT

This work shall consist of the conditioning and treating of the existing pavement surface with an application

of bituminous bonding material at a rate of 0.07 gal/s.y. as specified in the Pennsylvania Department of

Transportation Specifications, Publication 408. (PG 64-22)

This item will be paid for on a material used price per gallon. Line items to separate roads, parks, and public

work areas are established for tracking purposes.

0491-0032 MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL

RETAINED BY COUNTY (DELIVERED TO STOCKPILE) - PUBLIC ROADS

0491-0034 MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL

RETAINED BY COUNTY - PUBLIC WORKS SALT SHED

This work consists of the milling of one and one-half (1½) inches or two and one-half (2½) inches of the

existing bituminous surface, using a milling machine, to the width and length as shown on the plans. The milled

material will be the property of the County, but will also be used as the material for the shoulder backup . Any

existing wedge curbs are to remain in place and not be milled unless they are deteriorated to the point of requiring

reconstruction. This will be determined at the initial project walk-through.

These items will be paid for at the contract unit price per square yard. Line items to separate roads,

and public work areas are established for tracking purposes.

4350-0121 SHOULDER BACKUP /DRIVEWAY ADJUSTMENTS WITH MILLED MATERIAL

PROVIDED FROM MILLINGS GENERATED BY PROJECT

This work shall consist of the placement and compaction of millings to be used as a shoulder backup and if

necessary driveway adjustments not being done with asphalt. Use milling from the project

This item will be paid for at the contract unit price per ton.

0469-0022 ASPHALT JOINT AND CRACK SEALING FOR BITUMINOUS SURFACES

This work is the cleaning and sealing of longitudinal and transverse joints and random cracks in existing

pavement surfaces, in accordance with PennDOT Pub 408 Section 469.

0962-0001 PAINTING TRAFFIC LINES – 4” LINES YELLOW AND WHITE

0960-0026 24" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS 0960-0140 WHITE HOT THERMOPLASTIC PAVEMENT LEGEND TRAFFIC SIGNAL

STRAIGHT/LEFT, RIGHT

WATERBORNE PAVEMENT MARKINGS

This work shall consist of simultaneously applying two 4 inch yellow parallel lines spaced 4 inches apart at

a wet-film thickness of 15 mils + 1 mil along with automatically dispensing glass beads at a rate of 7 pounds per

gallon of paint onto the painted surface by a pressurized glass-gun. Also, right and left 4 inch white edge lines shall

be applied at a wet film thickness of 12 mils± 1 mil along with glass beads at a rate of 7 pounds per gallon. All

materials and workmanship shall be in accordance with Section 962-Waterborne Pavement Markings PA DOT

Publication 408 (current edition), including reflectometer measurements.

This item will be paid for at the contract unit price per linear foot of line applied. Lines will be painted after

paving and a second time after installation of the center line rumble strip.

TRAFFIC PAVEMENT MARKINGS

This work is the furnishing and installation of hot thermoplastic pavement lines, markings, and legends of

the indicated type and color shown on the drawings with a surface application of glass beads. All material and

workmanship shall be in accordance with Section 960-Hot Thermoplastic Pavement Markings PA DOT form

408/latest edition.

This item will be paid for at the contract unit price per linear foot of line applied and the contract unit price

each legend applied.

RETROREFLECTIVITY

The contractor will be responsible for conducting retroreflectivity sampling in accordance with PA. Test

Method No. 431. A PTM-431 Documentation Form must be furnished for each individual road that is painted.

This item will be considered incidental to the contract unit price

0492-0001 DRIVEWAY ADJUSTMENTS

In some, but not all areas, the overlay will required transition from the paved shoulder or edge of the lane to

the existing driveway is to be of material the same or equal to the existing driveway material. Paved driveways and

lots requiring transition /adjustment must have a 2 ft. (min.) transition joint cut to a 1-1/2 inch depth to tie the

wearing surface into the driveway or lot. All pavement joints must be sealed with AC-20. The stone and

bituminous material needed for each driveway adjustment will be included for payment under the paving and

shoulder backup items. The lump sum payment for this item will include milling drives, sealing joints, and

additional labor needed to adjust driveways. Each driveway will need to be reviewed prior to resurfacing

operations

0608-0001 MOBILIZATION

This item shall follow the requirement of Section 608 of the Pennsylvania Department of Transportation

Specifications, Publication 408.

0901-0001 MAINTENANCE & PROTECTION OF TRAFFIC DURING CONSTRUCTION

This work consists of the maintenance and protection of traffic adjacent to and within the work area covered

by this contract, in accordance with Section 901 of the Pennsylvania Department of Transportation Publication 408,

and Publication 213.

The work on these areas will require advance scheduling for coordination with the affected parties. For the

work areas these conditions apply

Twin Lakes Park (main roads and pavilion access/parking) – coordinate with Engineer and Park staff as not

to conflict with any park events prior to establishing schedule. County Park staff will block off areas of

work in advance of the days necessary.

District Justice Office - coordinate with Engineer to confirm suitable schedule, must not conflict with court

operations.

Public Works Salt Shed – Coordinate with Engineer for suitable days/access.

Roads – Industrial Park and Nature Park - Coordination for the roads will also be necessary to ensure access

for industrial, institutional, and retail establishments along both roads.

It is the responsibility of the contractor to furnish, install, and maintain all traffic control signs and devices

and provide the necessary flagmen needed in order to maintain one unrestricted traffic lane for alternate two-

directional traffic around the work areas during working hours. The alternate two-directional traffic pattern will be

established in accordance with the 67 PA Code, Chapter 212. The contractor should restrict the length of the

alternate two-directional traffic movement to that length which is required to effectively perform construction

operations. During all phases construction vehicular and pedestrian access to all business and residences must be

maintained. It will be the contractor's responsibility to maintain a constant surveillance of the traffic control

operations and correct anything found ineffective to provide a safe and efficient flow of traffic during construction.

This item will be paid for as a lump sum.

INDIDENTAL - SANITARY SEWER MANHOLE AND / OR UTILITY VALVE ADJUSTMENTS

This work is the placement of manhole grade adjustment rings (to be provided by the utility) on sanitary sewer

manholes or utility valve covers located in the roadways and the berm of the roadway, as shown on the drawings.

This item will be considered incidental to the paving operation and so separate payment will be made for this work.

NOT TO SCALE

WESTMORELAND COUNTY DEPARTMENT OF ENGINEERING

REVISION NO.SEAL DATE BY

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15APR. 2021

PARKING LOTS

AREA ROADS AND

LAKES TWIN LAKES

RESURFACING TWIN

3

6%6%

TYPICAL ROADWAY DETAIL

AS SHOWN ON PLANSROADWAY WIDTH VARIES

2%2%

EXISTING PAVEMENT AND PREVIOUS OVERLAY

3' TO 6' 3' TO 6'

NECESSARY (TYPICAL)

SHOULDER BACKUP WHERE

MILLINGS

NORMAL CROWN

VARIES - SEE PLANS

PAVED SHOULDER

VARIES - SEE PLANS

PAVED SHOULDER

6%6%

AS SHOWN ON PLANSROADWAY WIDTH VARIES

EXISTING PAVEMENT AND PREVIOUS OVERLAY

6%2%

EXISTING PAVEMENT AND PREVIOUS OVERLAY

TYPICAL ROADWAY DETAIL

SUPER ELEVATED

SLOPE SLOPE

OR RIGHT AS APPROPRIATESUPERELEVATION TO LEFT

VARIES

VARIES - SEE PLANS

PAVED SHOULDER WIDTH

AND 6% ON PAVED SHOULDER.

AT SHOULDER, MILL LESS AT CENTER TO MEET 2%. ESTABLISH SHOULDER BREAK

MAINTAIN 2% CROSS SLOPE. HOLD ROAD EDGE

MILL 1 1/2"

VARYING WIDTH

AND 6% ON PAVED SHOULDER.

AT SHOULDER, MILL LESS AT CENTER TO MEET 2%. ESTABLISH SHOULDER BREAK

ENSURE 11#2 MET ALONG WITH 2% CROSS SLOPE. HOLD ROAD EDGE

MILL 1 1/2"

MATCH EXISTING CROSS SLOPE MOST LOCATIONS

AND SUPERELEVATION TRANSITIONS

FOR SUPERELEVATED SECTIONS

AND 6% ON PAVED SHOULDER.

AT SHOULDER, MILL LESS AT CENTER TO MEET 2%. ESTABLISH SHOULDER BREAK

ENSURE 1 1/2" MET ALONG WITH 2% CROSS SLOPE. HOLD ROAD EDGE

MILL 1 1/2"

6%

VA

RIES

NECESSARY (TYPICAL)

SHOULDER BACKUP WHERE

MILLINGS

1 1/2" INCH DEPTHPG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-H,

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

WEARING COURSE:

AS CALLED OUT ON PLANWEARING COURSE, LEVELLING COURSE

AS CALLED OUT ON PLANWEARING COURSE, LEVELLING COURSE

NOTES:ON PLANOR BINDER COURSE AS CALLED OUTMILLING, PAVING OF WEARING, LEVELLING,

DEPTH AS CALLED OUT ON PLANPG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-H,

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

BINDER COURSE:

WEARING COURSE

EXISTING CURB REMAIN PLACE, NO OVERLAY UNLESS DIRECTED

BACKFILL WITH MILLINGS IF REQUIRED.

EXISTING GROUND

DESIGN CROSS SLOPE1 1/2" AT CURB TO MILL PROFILE

SHOULDER W/ WEDGE CURB

OVERLAY OF EXISTING PAVED

EXISTING GROUND

APPROVED EARTH OR STONE BACKFILL

(IF CALLED OUT ON PLAN)WEDGE CURB

AS SHOWN ON DRAWING

WEARING COURSE

LEVELLING COURSE

EXISTING PAVEMENT

OR 6" 2A BASE COURSESUITABLE EXISTING SUB-BASE

BINDER COURSE

BINDER COURSE

PLACE 2A BASE COURSE AND

* REMOVE UNSUITABLE SHOULDER

OR BASE REPAIR

NEW PAVED SHOULDER WITH CURB

(LEVELING) PG 64S-22 0.3 TO < 3 MILLION ESALS 9.5 MM MIX SRL-H

0413-2071 SUPERPAVE ASPHALT MIXTURE DESIGN WEARING COURSE

LEVELLING COURSE:

ADDENDUM #1 4/29/2021 VWN

Twin Lakes Typicals sh 2.dgn Model 4/28/2021 9:22:55 AM

WESTMORELAND COUNTY DEPARTMENT OF ENGINEERING

REVISION NO.SEAL DATE BY

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SCALE IN FEET

0

15

3030

scale: 1"= 30'

APR. 2021

1" = 50'

PARKING LOTS

AREA ROADS AND

LAKES TWIN LAKES

RESURFACING TWIN

PARKINGEX CONC

BUILDINGPUBLIC WORKS

LOADING DOCK

OFFICE

TROUGH DRAIN

GRASS BUFFER

UPPER GARAGE

SALT SHED

TROUGH DRAIN

PAVE WITH 2 INCHES 12.5 mm WMA

PAVE WITH 4 INCHES 25 mm WMA

6 INCH LAYER 2A STONE BASE

EXCAVATE 12 INCHES

BASE REPAIR/RECONSTRUCTION

PROVIDE TRAFFIC CONTROL / WORKING OUTSIDE REGULAR BUSINESS HOURS

PAVE WITH 2 INCHES 12.5mm WMA

PLACE TACK COAT

BASE REPAIR/RECONSTRUCTION IN SELECTED AREAS AS SHOWN OR AS DIRECTED

PROFILE MILLING IN SELECTED AREAS AS SHOWN OR AS DIRECTED

MILL 2 INCHES OF EXISTING PAVED SURFACE

REMOVE PRECAST CURB SECTIONS FOR RE-USE IN SAME LOCATION (INCIDENTAL)

RESURFACING WORK:

WA

TE

R F

ACILIT

Y

EX S

TO

RM

STONE SURFACE

STONE SURFACE

EX. WEDGE CURB

SR 1026DONOHOE ROAD

PROVIDE TRAFFIC CONTROL / WORKING OUTSIDE REGULAR BUSINESS HOURS

PAVE WITH 2 INCHES 12.5mm WMA

PLACE TACK COAT

BASE REPAIR/RECONSTRUCTION IN SELECTED AREAS AS SHOWN OR AS DIRECTED

PROFILE MILLING IN SELECTED AREAS AS SHOWN OR AS DIRECTED

MILL 2 INCHES OF EXISTING PAVED SURFACE

REMOVE PRECAST CURB SECTIONS FOR RE-USE IN SAME LOCATION (INCIDENTAL)

RESURFACING WORK:

1430'

PAVE AROUND SALT SHED AREA

194 DOHOHOE ROAD

PUBLIC WORKS BUILDING

EST 900 SY

PAVE 1 1/2 INCH WEARING COURSE

MILL UP TO 2 1/2 INCH TO PROFILE

PAVE AREA AROUND SALT SHED

COUNTY ROAD DEPARTMENT

ADDENDUM #1 VWN4/29/2021

Salt Shed Resurfacing.dgn Model 4/28/2021 9:09:56 AM