1.1

Mobilization, Bonds, Insurances, Shop Drawings, and Photo Documentation.

JOB

LS

1.2

Maintenance and Protection of Traffic.

JOB

LS

1.3

Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, Erosion and Sedimentation Controls, and Clearing and Grubbing.

JOB

LS

1.4

Test Hole Excavation (As Directed).

5

EA

1.5

Miscellaneous Incidental Work.  Includes Landscaping, Removal and Reinstall Planters and All Other Disturbed Items, Clearing and Grubbing, and All Other Items Not Specified Herein.  Also Includes All Materials, Labor and Equipment to Complete.

JOB

LS

1.6

Construction Surveying.

JOB

LS

1.7

Demolish Existing Concrete Sidewalk and Curb (Depth of Existing Sidewalk Varies).

JOB

LS

1.8

Moment Slab Sidewalk and Curb with Toe Wall 5 Feet Below Sidewalk, Sta. 0+00 – 2+76 (Sidewalk Detail No. 1).

145

SY

1.9

Moment Slab Sidewalk and Curb with Toe Wall 4 Feet Below Sidewalk, Sta. 2+76 – 3+28 (Sidewalk Detail No. 1).

30

SY

1.10

Moment Slab Sidewalk and Curb with Toe Wall 3 Feet Below Sidewalk, Sta. 3+28 – 3+68 (Sidewalk Detail No. 1).

20

SY

1.11

Concrete Sidewalk with Integral Curb and Toe Wall 1 Foot Below Sidewalk.  Sta. 3+68 – 5+28 (Sidewalk Detail No. 2).

85

SY

1.12

Standard Concrete Sidewalk with Integral Curb, Sta. 5+28 – 6+52 (Sidewalk Detail No. 3).

80

SY

1.13

PennDOT No. 2A Aggregate Subbase and Fill Voids (6 Inch Depth for Sidewalks).

350

TON

1.14

Class 4, Type A Geotextile Fabric (Sidewalk Subbase).

360

SY

1.15

Abandon Existing Water Service Valve (Per PA American Water Requirements).

1

EA

1.16

Reconfigure Water Service to Park to Install Meter and Backflow Preventer Inside Sidewalk.  Includes Replacing Curb Box, Installation of Meter Pit with New Backflow Preventer, and Installation of Copper Service Line as Needed.

JOB

LS

1.17

4 Foot High Chainlink Fence. Includes Black PVC Coated Mesh and Post.  Also Includes All Appurtenances to Install Posts Mounted to Back of Concrete Toe Wall.

520

LF

1.18

12 Inch Diameter HDPE N-12 Storm Sewer Pipe, 0-6 Foot Depth.  Includes PennDOT No. 2A Stone Backfill in Paven Areas.

310

LF

1.19

Precast Concrete Inlet Box, Standard 2’x 4’ Inlet Box with Type C Top Unit, 0-6 Foot Depth.  Includes Frame and Grate.

2

EA

1.20

Core Hole and Connect New 12 Inch Storm Sewer Pipe to Existing Concrete Inlet Box.

1

EA

1.21

Cap Existing Storm Sewer Pipe.

1

EA

1.22

Fill Behind New Concrete Sidewalks/Toe Walls with 8 Inch Depth Clean Topsoil Compacted in Place.

JOB

LS

1.23

Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix (6 Inch Depth).

75

SY

2.1

Mobilization, Bonds, Insurances, Shop Drawings, and Photo Documentation.

JOB

LS

2.2

Maintenance and Protection of Traffic.

JOB

LS

2.3

Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, Erosion and Sedimentation Controls, and Clearing and Grubbing.

JOB

LS

2.4

Test Hole Excavation (As Directed).

2

EA

2.5

Miscellaneous Incidental Work.  Includes Landscaping, Removal and Reinstall Planters and All Other Disturbed Items, Clearing and Grubbing, and All Other Items Not Specified Herein.  Also Includes All Materials, Labor and Equipment to Complete.

JOB

LS

2.6

Construction Surveying.

JOB

LS

2.7

Demolish Existing Timber Retaining Walls.

JOB

LS

2.8

Novum Block Retaining Wall No. 1 (As Designed) Alpine Texture.

JOB

LS

2.9

Novum Block Retaining Wall Not 2 (As Designed) Alpine Texture.

JOB

LS

2.10

Novum Block Retaining Wall No. 3 (As Designed) Alpine Texture.

JOB

LS

2.11

Novum Block Retaining Wall No. 4 (As Designed) Alpine Texture.

JOB

LS

2.12

Acid Stain Block Retaining Walls to Mimic Natural Limestone with Multi Color Pallet (Colors As Approved by Owner).

JOB

LS

2.13

Relocate Existing Underground Electrical and Conduit As Necessary to Facilitate Wall Installation.

JOB

LS

2.14

6 Inch Perforated HDPE Underdrain Piping.

300

LF

2.15

Core Hole and Connect 6 Inch Underdrain Piping to Existing Inlet Box.

2

EA

2.16

Relocate Existing Basketball Hoop.  Install in 24 Inch Diameter Sonotube at a Depth of 48 Inches in Concrete.

JOB

LS

2.17

Reline Stripe Existing Basketball Court (Includes Removal of Existing Line Striping As Necessary).

JOB

LS

2.18

Asphalt Restoration of Tenis Court and Basketball Court (As Detailed).

100

SY

3.1

Mobilization, Bonds, Insurances, Shop Drawings, and Photo Documentation.

JOB

LS

3.2

Maintenance and Protection of Traffic.

JOB

LS

3.3

Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, Erosion and Sedimentation Controls, and Clearing and Grubbing.

JOB

LS

3.4

Fill Behind New Asphalt and Wedge Curbing with Clean Topsoil.

JOB

LS

3.5

Mill Roadway to 1-1/2 Inch Depth (Milled Material to be Retained by Contractor).

1,510

SY

3.6

Mill Asphalt Surfaces to 3 Inch Depth in Base Repair Areas, As Directed (Milled Material to be Retained by Contractor).

305

SY

3.7

Superpave Asphalt Mixture Design WMA Leveling Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, Fine Graded 9.5mm Mix, (Depth Varies).

95

TON

3.8

Superpave Asphalt Mixture Design WMA Wearing Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 9.5mm Mix, SRL-E (1-1/2 Inch Depth).

140

TON

3.9

Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix, SRL-E (3 Inch Depth.  Base Repair As Directed).

55

TON

3.10

Grade Adjustment of Existing Miscellaneous Structures.

5

EA