Attachment 1 - Specifications - Boat Ramp Road Repair Crooked Creek Lake.pdf

WN911WN21B8002

Boat Ramp Road Erosion Repair Crooked Creek Lake, Armstrong County Pennsylvania

Certified Final Document – W911WN21B8002 Technical Specifications

April 2021

Crooked Creek Boat Ramp Road Erosion Repair

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 08 PRICE AND PAYMENT PROCEDURES

01 30 00.00 08 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 08 PROJECT SCHEDULE BAR CHART

01 32 33.00 08 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26.00 08 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 08 QUALITY CONTROL

01 45 00.15 08 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 08 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 08 STORMWATER POLLUTION PREVENTION MEASURES

01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 08 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 42 00 DISPOSAL OF MATERIALS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 45 00 PRECAST CONCRETE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 01 99 IN-PLACE CULVERT PIPE REHABILITATION [FOLDED/FORMED POLY

VINYL CHLORIDE (FFPVC) PIPE]

33 37 00 STONE PROTECTION

33 40 00 STORM DRAINAGE UTILITIES

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13.16 VEHICLE CRASH BARRIERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final Document - RTA W911WN21B8002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 BASE CONTRACT

1.3 AWARDABLE OPTION 1

1.4 AWARDABLE OPTION 2

1.5 AWARDABLE OPTION 3

1.6 AWARDABLE OPTION 4

1.7 AWARADABLE OPTION 5

1.8 AWARADABLE OPTION 6

1.9 AWARADABLE OPTION 7

1.10 EXISTING WORK

1.11 LOCATION OF UNDERGROUND UTILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

This contract has been divided into a Base Contract and seven (7) Awardable Options. Award of the Awardable Options may be made in accordance with Section 00 73 00 SUPPLEMENTARY CONDITIONS.

The following paragraphs are for information only to describe the general work to be performed. Actual work performed under the Base Contract and Awardable Options shall be identified on the Contract Drawings and as further herein described in the specifications.

1.2 BASE CONTRACT

The Boat Ramp Road project site has been divided into three general areas including the Main Erosion Area, Hancock Bend Area, and Boat Ramp Area.

The Base Contract work consists of the following work tasks and activities:

a. Construction of all site access items, all site preparation (including clearing and grubbing)and temporary site security, erosion and sediment control, water diversions and site restoration specified or applicable FOR THE BASE CONTRACT AREAS AND AWARDABLE OPTIONS 1 THROUGH

7 WORK AREAS.

b. Removal and replacement of site drainage features; earth excavation and disposal (earthwork); rock buttress construction; culvert slip lining, rehabilitation, and replacement; backfill and grade preparation; milling, overlaying, and full-depth pavement rehabilitation; and removal and replacement of guiderail along Boat Ramp Road adjacent to Crooked Creek Lake.

Main Erosion Area

1. Excavate a toe bench downstream of the existing short-term riprap buttress at the Main Erosion Area and construct a larger buttress to improve slope stability and provide additional armoring against erosion;

2. Install additional catch basins and culverts to convey surface water beneath Boat Ramp Road to the existing drainage swale in a controlled manner;

3. Improve the roadside channel and flexible pavement shoulder (from Station 0+00 to Station 4+25);

4. Mill and overlay existing pavement (right travel lane from approximate Station 0+00 to Station 2+50 and full road width from approximate Station 2+50 to 5+75); and

5. Replace damaged guiderails (from approximate Station 2+50 to Station 6+25).

Hancock Bend Area

1. Continue channel, piped conveyance, and flexible pavement shoulder

SECTION 01 11 00 Page 2 improvement from the Main Erosion Area (Station 5+75 to Station 9+98);

2. Install catch basin at approximate Station 11+75 with culvert leading to the proposed channel at the toe of the northwestern edge of Parking Lot No. 1;

3. Replace the outlet of the existing 18-inch corrugated metal pipe (CMP) culvert and restore the riprap apron;

4. Resurface Parking Lot No. 1 to provide positive drainage to the existing surface drainage structures;

5. Modify the top slab of the catch basin at northeast corner of Parking Lot No. 1; and

6. Clean and flush all existing catch basins to remove debris/sediment and replace specified grates.

Boat Ramp Area

1. Riprap line the 36-inch diameter CMP receiving channel and construct a riprap apron at the existing channel termination point (approximate

STA 15+40);

2. Remove the endwall and portion of 36-inch diameter CMP culvert adjacent to the boat ramp and install the proposed catch basin, 36-inch CPEP culvert extension, and new endwall;

3. Perform full depth pavement replacement to remediate observed pumping of subgrade and asphalt degradation (from Station 14+00 to Station 18+25); and

4. Install full depth pavement replacement over the entire 36-inch diameter CPEP culvert adjacent to the boat ramp.

1.3 AWARDABLE OPTION 1

Awardable Option 1 consists of the following work tasks and activities:

a. Cleaning and closed circuit television inspection (CCTV), point repair grouting of the deteriorated corrugated metal pipe (CMP) invert, lining, and installing a culvert pipe extension to the existing 24-inch CMP culvert at the Main Erosion Area (approximate roadway Station 5+40).

1.4 AWARDABLE OPTION 2

Awardable Option 2 consists of the following work tasks and activities:

a. Regrading of the flat camp area (Faykosh Property) for positive drainage to the existing drainage features and proposed catch basin.

(1) Regrading work consists of fine grading of a 0.2 acre flat area adjacent to the work in the Main Erosion Area. This work also consists of the necessary seeding and mulching for site restoration

1.5 AWARDABLE OPTION 3

Awardable Option 3 consists of the following work tasks and activities:

a. Cleaning and closed circuit television inspection (CCTV), point repair grouting of the deteriorated corrugated metal pipe (CMP) invert, and lining the existing 36-inch CMP culvert below the Hancock Bend Area (approximate roadway Station 15+40).

SECTION 01 11 00 Page 3

1.6 AWARDABLE OPTION 4

Awardable Option 4 consists of the following work tasks and activities:

a. Resurfacing and regrading parking lot nos. 2, 3, and 4 for positive drainage to the existing catch basins and surface drainage structures.

(1) Resurfacing will consist of fine grading and compaction of aggregate as specified by the contract drawings (salvaged asphalt millings from the milling and overlay portions of the project may be used in lieu of aggregate subject to approval of the Contracting Officer or designated representative.

1.7 AWARADABLE OPTION 5

Awardable Option 5 consists of the following work tasks and activities:

a. Mill and overlay Boat Ramp Road from Main Erosion Area to the northern limit of the proposed full depth pavement replacement (Station 5+75 to Station 14+00).

1.8 AWARADABLE OPTION 6

Awardable Option 6 consists of the following work tasks and activities:

a. Mill and overlay Boat Ramp Road from the southern limit of the proposed full depth pavement replacement to the boat ramp (Station 18+25 to Station 24+84).

1.9 AWARADABLE OPTION 7

Awardable Option 7 consists of the following work tasks and activities:

a. Mill and overlay the left travel lane of Boat Ramp Road from Station 0+00 to Station 2+50 and remove and replace guiderail from Station 0+75 to 2+50.

1.10 EXISTING WORK

In addition to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.11 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations

SECTION 01 11 00 Page 4 indicated on contract drawings, within area of work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.2 Protection and Maintenance of Traffic During Construction

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Item (s)

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item (s)

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Item (s)

1.2.5 Main Erosion Area: Toe Bench and Buttress Repair

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item (s)

1.2.6 Stormwater Drain Improvements at Boat Ramp

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item (s)

1.2.7 Rehabilitate Catch Basin No. 5183 Drainage

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Item (s)

1.2.8 Removal of Existing Pavement, Overexcavation, and Subgrade

Rehabilitation

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.8.3 Payment Item (s)

1.2.9 Existing 24-Inch CMP Culvert Rehabilitation

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.9.3 Payment Item (s)

1.2.10 Regrading and Revegetation of the Flat Camp Area

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.10.3 Payment Item (s)

1.2.11 Existing 36-Inch CMP Culvert Rehabilitation

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.11.3 Payment Item (s)

SECTION 01 22 00.00 08 Page 1

1.2.12 Cut Slope for Asphalt Shoulder Installation

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.12.3 Payment Item (s)

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Digital Progress Images

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Items

1.3.2 Riprap Channel: Excavate, Furnish and Install Ungrouted Riprap

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.2.4 Payment Item (s)

1.3.3 Vegetated Channel: Excavate, Furnish and Install Synthetic

Erosion Control Mat

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Item (s)

1.3.4 Bituminous Pavement Milling

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.4.4 Payment Item

1.3.5 Bituminous Paving - 9.5mm Superpave

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.5.4 Payment Item

1.3.6 Bituminous Paving - 19mm Superpave

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.6.4 Payment Item

1.3.7 Seeding and Mulching

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.7.4 Payment Item

1.3.8 Remove Existing and Install Guiderail

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Items

1.3.9 Furnish and Install PennDOT 2A Aggregate

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.9.4 Payment Item

1.3.10 Geotextile

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.10.4 Payment Item

1.3.11 Furnish and Install Aggregate

1.3.11.1 Payment

1.3.11.2 Measurement

SECTION 01 22 00.00 08 Page 2

1.3.11.3 Unit of Measure

1.3.11.4 Payment Item

1.3.12 CMP Procurement and Installation

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.12.4 Payment Item

1.3.13 HDPE Procurement and Installation

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.13.4 Payment Item

1.3.14 RCP Procurement and Installation

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.14.4 Payment Item

1.3.15 Catch Basin Installation

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.15.4 Payment Item

1.3.16 Manhole Installation

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.16.4 Payment Item

1.3.17 Clean and Flush Existing Catch Basins

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.17.4 Payment Item

1.3.18 Replace Existing Catch Basin Grates

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.18.4 Payment Item

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 08 Page 3

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for i nformation only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 70 00 CONDITIONS OF THE CONTRACT, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

2001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

3001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

4001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

5001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

6001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

7001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.2.2 Protection and Maintenance of Traffic During Construction

1.2.2.1 Payment

This work is specified in Section 01 35 00.00 08 SPECIAL PROCUDURES.

Payment will be made for costs associated with developing and implementing traffic control maintenance and protection measures as required throughout the life of the contract, and shall include any and all awardable options.

The job price shall include, but not be limited to all cost associated with, protection of vehicular and pedestrian traffic, signing, lighting, channelization devices, and any additional requirements necessary to maintain traffic within the project area during the life of the contract.

SECTION 01 22 00.00 08 Page 4

Price shall include all materials, labor, and equipment and supplies associated with this work.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.2.3 Payment Item (s)

0003 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1002 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES and 32 92 19 SEEDING. Payment will be made for costs associated with furnishing, installing, maintaining, and removing erosion and sediment control measures in the accordance with the contract documents and as shown on the drawings throughout the life of the contract, and shall include and all awardable options. Erosion and sediment controls shall include but not be limited to compost filter sock, incidental site restoration, temporary and permanent seeding, fertilizer, lime, mulch, dust control, rock construction entrance, pumping and storm drain filter bag. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.3.3 Payment Item (s)

0004 EROSION AND SEDIMENT CONTROLS

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

This work is specified in Section 31 11 00 CLEARING AND GRUBBING, and Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

Clearing and Grubbing is associated with buttress improvement construction, shoulder stabilization, and Riprap channel culvert apron construction. Payment will be made for costs associated with clearing and grubbing as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.4.3 Payment Item (s)

0005 CLEARING AND GRUBBING

SECTION 01 22 00.00 08 Page 5

1.2.5 Main Erosion Area: Toe Bench and Buttress Repair

1.2.5.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE, and Section 33 37 00 STONE PROTECTION. Payment will be made for costs associated for all labor, equipment, materials and supplies; excavation; removal and disposal of excess and unsuitable excavated materials; furnishing and installation of geotextile, stone aggregate, and conveyance piping; furnishing and installation of ungrouted and grouted riprap; and all other incidental costs, and supplies associated with this work. Payment will also be made for costs associated with furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.5.3 Payment Item (s)

0006 MAIN EROSION AREA: TOE BENCH AND BUTTRESS REPAIR

1.2.6 Stormwater Drain Improvements at Boat Ramp

1.2.6.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 42 00 DISPOSAL OF MATERIALS, Section 32 11 23 AGGREGATE BASE COURSES, and Section 33 40 00 STORM DRAINAGE UTILITIES and Section 03 45 00 PRECAST CONCRETE. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials. Payment will also include furnishing and installing new catch basin, grate, connection of storm lines, proposed stone bedding; stone backfill and compaction, etc.; in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.2.6.3 Payment Item (s)

0015 STORMWATER DRAIN IMPROVEMENTS AT BOAT RAMP

1.2.7 Rehabilitate Catch Basin No. 5183 Drainage

1.2.7.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE and Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated for all labor, equipment, materials and supplies; furnishing and stone aggregate;

and all other incidental costs, and supplies associated with this work.

Payment will also be made for costs associated with furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

SECTION 01 22 00.00 08 Page 6

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.7.3 Payment Item (s)

0019 REHABILITATE CATCH BASIN NO. 5183 DRAINAGE

1.2.8 Removal of Existing Pavement, Overexcavation, and Subgrade Rehabilitation

1.2.8.1 Payment

This work is specified in Section 02 42 00 DIPOSAL OF MATERIALS and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with loading, hauling, and disposal of material. Price should include all materials, labor, equipment, and supplies associated with this work.

1.2.8.2 Unit of Measure

Unit of measure: Job.

1.2.8.3 Payment Item (s)

0029 REMOVAL OF EXISTING PAVEMENT, OVEREXCAVATION, AND SUBGRADE

REHABILITATION

1.2.9 Existing 24-Inch CMP Culvert Rehabilitation

1.2.9.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 42 00 DISPOSAL OF MATERIALS, Section 32 11 23 AGGREGATE BASE COURSE, Section 33 01 99 IN-PLACE CULVERT PIPE REHABILITATION and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, removal and disposal of existing CPEP culvert. Payment will also include furnishing and installing point repair grouting and culvert lining in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.9.2 Unit of Measure

Unit of measure: Job.

1.2.9.3 Payment Item (s)

1003 EXISTING 24-INCH CMP CULVERT REHABILITATION

1.2.10 Regrading and Revegetation of the Flat Camp Area

1.2.10.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and 32 92 19 SEEDING. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable

SECTION 01 22 00.00 08 Page 7 excavated materials, finegrading, and revegetation. Price should include all materials, labor, equipment, and supplies associated with this work.

1.2.10.2 Unit of Measure

Unit of measure: Job.

1.2.10.3 Payment Item (s)

2002 REGRADING AND REVEGETATION OF THE FLAT CAMP AREA

1.2.11 Existing 36-Inch CMP Culvert Rehabilitation

1.2.11.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 42 00 DISPOSAL OF MATERIALS, Section 32 11 23 AGGREGATE BASE COURSE, Section 33 01 99 IN-PLACE CULVERT PIPE REHABILITATION and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, removal and disposal of existing CMP culvert and inlet. Payment will also include lining of the existing 36-inch CMP culvert in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.11.2 Unit of Measure

Unit of measure: Job.

1.2.11.3 Payment Item (s)

3002 EXISTING 36-INCH CMP CULVERT REHABILITATION

1.2.12 Cut Slope for Asphalt Shoulder Installation

1.2.12.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS and Section 31 00 00 EARTHWORK. Payment will be made for costs associated with loading, hauling, and disposal of material. Price should include all materials, labor, equipment, and supplies associated with this work.

1.2.12.2 Unit of Measure

Unit of measure: Job.

1.2.12.3 Payment Item (s)

0007 CUT SLOPE FOR ASPHLAT SHOULDER INSTALLATION

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, SECTION 01 22 00.00 08 Page 8 and for performing all work required for each of the unit price items.

1.3.1 Digital Progress Images

1.3.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 32 33.00 08

DIGITAL PROGRESS IMAGES.

1.3.1.2 Measurement

Measurement shall be based on monthly sets of progress photographs that are approved and accepted by the Contracting Officer or designated representative.

1.3.1.3 Unit of Measure

Unit of measure: Sets

1.3.1.4 Payment Items

0002 DIGITAL PROGRESS IMAGES, BASE CONTRACT

1.3.2 Riprap Channel: Excavate, Furnish and Install Ungrouted Riprap

1.3.2.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 33 37 00 STONE PROTECTION. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone riprap; and all other incidental costs, and supplies associated with this work.

1.3.2.2 Measurement

Measurement for payment will be made for the actual volume of Riprap stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone riprap installation or other method approved by the Contracting Officer or their Designated Representative.

The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative within 48 hours following completion of the field cross sections.

1.3.2.3 Unit of Measure

Unit of measure: Cubic Yard .

SECTION 01 22 00.00 08 Page 9

1.3.2.4 Payment Item (s)

0008 RIPRAP CHANNEL: EXCAVATE, FURNISH, AND INSTALL UNGROUTED RIPRAP

1.3.3 Vegetated Channel: Excavate, Furnish and Install Synthetic Erosion Control Mat

1.3.3.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, and Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES and 32 92 19 SEEDING. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, installing, maintaining, and removing erosion and sediment control measures in the accordance with the contract documents and as shown on the drawings, including but not limited to compost filter sock, incidental site restoration, temporary and permanent seeding, fertilizer, line, mulch, dust control, rock construction entrance, and storm drain filter bag. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.3.2 Measurement

Measurement of synthetic erosion control material will be the actual areas of surface constructed.

1.3.3.3 Unit of Measure

Unit of measure: Square Yard

1.3.3.4 Payment Item (s)

0009 VEGETATED CHANNEL: EXCAVATE, FURNISH AND INSTALL SYNTHETIC

EROSION CONTROL MAT

1.3.4 Bituminous Pavement Milling

1.3.4.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION and Section 32 01 16.71 COLD MILLING ASPHALT PAVING. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.4.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.4.3 Unit of Measure

Unit of measure: Square Yard

SECTION 01 22 00.00 08 Page 10

1.3.4.4 Payment Item

0021 BITUMINOUS PAVEMENT MILLING 1.5" DEPTH

5002 BITUMINOUS PAVING: MILLING 1.5" DEPTH AND PAVING 1.5-INCH 9.55MM

SUPERPAVE (STA 5+75 TO STA 14+00)

6002 BITUMINOUS PAVING: MILLING 1.5" DEPTH AND PAVING 1.5-INCH 9.55MM

SUPERPAVE (STA 18+25 TO STA 24+40)

7003 BITUMINOUS PAVING: MILLING 1.5" DEPTH AND PAVING 1.5-INCH 9.55MM

SUPERPAVE (LEFT TRAVEL LANE STA 0+00 TO STA 2+50)

1.3.5 Bituminous Paving - 9.5mm Superpave

1.3.5.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION and Section 32 01 16.71 COLD MILLING ASPHALT PAVING. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.5.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.5.3 Unit of Measure

Unit of measure: Square Yard

1.3.5.4 Payment Item

0022 BITUMINOUS PAVING - 1.5-INCH 9.5MM SUPERPAVE

1.3.6 Bituminous Paving - 19mm Superpave

1.3.6.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION and Section 32 01 16.71 COLD MILLING ASPHALT PAVING. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.6.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.6.3 Unit of Measure

Unit of measure: Square Yard

SECTION 01 22 00.00 08 Page 11

1.3.6.4 Payment Item

0023 BITUMINOUS PAVING - 3.0-INCH 19 MM SUPERPAVE

0024 BITUMINOUS PAVING - 4.0-INCH 19 MM SUPERPAVE

1.3.7 Seeding and Mulching

1.3.7.1 Payment

This work is specified in Section 32 92 19 SEEDING. Payment will be made for costs associated with loading, hauling, and disposal of material.

Price should include all materials, labor, equipment, and supplies associated with this work.

1.3.7.2 Measurement

Measurement of seeding and mulching will be the actual areas of surface constructed.

1.3.7.3 Unit of Measure

Unit of measure: Acres

1.3.7.4 Payment Item

0026 SEEDING AND MULCHING

1.3.8 Remove Existing and Install Guiderail

1.3.8.1 Payment

This work is specified in Section 02 42 00 DISPOSAL and Section 34 71 13.16 VEHICLE CRASH BARRIERS. Payment will be made for costs associated with excavation and removal of existing material, removal and disposal of existing guiderail; including but not limited to hauling the material to a licensed landfill facility and payment of all associated dump fees.

Payment will also include furnishing and installing new guiderail in accordance with the contract documents. Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.3.8.2 Measurement

The Contracting Officer or their designated representative shall approve all methods and procedures for quantity surveys. Quantities shall be calculated in linear feet.

1.3.8.3 Unit of Measure

Unit of measure: Linear Feet

1.3.8.4 Payment Items

0025 REMOVE EXISTING AND INSTALL GUIDERAIL

7002 REMOVE EXISTING AND INSTALL GUIDERAIL (STA 0+00 TO 2+50)

SECTION 01 22 00.00 08 Page 12

1.3.9 Furnish and Install PennDOT 2A Aggregate

1.3.9.1 Payment

This work is specified in Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with furnishing, transporting and placing stone as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone; and all other incidental costs, and supplies associated with this work.

1.3.9.2 Measurement

Measurement for payment will be made for the actual volume of Penndot 2A Aggregate stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone installation or other method approved by the Contracting Officer or their Designated Representative.

The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative within 48 hours following completion of the field cross sections.

1.3.9.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.9.4 Payment Item

4002 PARKING LOT NO. 2 - FURNISH AND INSTALL PENNDOT 2A AGGREGATE

4003 PARKING LOT NO. 3 - FURNISH AND INSTALL PENNDOT 2A AGGREGATE

4004 PARKING LOT NO. 4 - FURNISH AND INSTALL PENNDOT 2A AGGREGATE

1.3.10 Geotextile

1.3.10.1 Payment

This work is specified in Section 31 05 19 GEOTEXTILE. Payment will be made for costs associated with placement of geotextile fabric. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.10.2 Measurement

Measurement of geotextile will be the actual areas of surface constructed and accepted.

1.3.10.3 Unit of Measure

Unit of measure: Square Yard

1.3.10.4 Payment Item

0030 GEOTEXTILE

SECTION 01 22 00.00 08 Page 13

1.3.11 Furnish and Install Aggregate

1.3.11.1 Payment

This work is specified in Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with furnishing, transporting and placing stone as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone; and all other incidental costs, and supplies associated with this work.

1.3.11.2 Measurement

Measurement for payment will be made for the actual volume of AASHTO NO. 1 and Penndot 2A Aggregate stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone installation or other method approved by the Contracting Officer or their Designated Representative. The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative within 48 hours following completion of the field cross sections.

1.3.11.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.11.4 Payment Item

0027 FURNISH AND INSTALL PENNDOT 2A AGGREGATE

0028 FURNISH AND INSTALL AASHTO NO.1 AGGREGATE

1.3.12 CMP Procurement and Installation

1.3.12.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for CMP will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.12.2 Measurement

Measurement of CMP will be the actual lineal footage of CMP complete in place and accepted.

1.3.12.3 Unit of Measure

Unit of measure: Linear Feet

SECTION 01 22 00.00 08 Page 14

1.3.12.4 Payment Item

0010 18-INCH CMP PROCUREMENT AND INSTALLATION

1.3.13 HDPE Procurement and Installation

1.3.13.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for HDPE will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.13.2 Measurement

Measurement of HDPE pipe will be the actual lineal footage of HDPE pipe complete in place and accepted.

1.3.13.3 Unit of Measure

Unit of measure: Linear Feet

1.3.13.4 Payment Item

0011 15-INCH HDPE PROCUREMENT AND INSTALLATION

0012 18-INCH HDPE PROCUREMENT AND INSTALLATION

1.3.14 RCP Procurement and Installation

1.3.14.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for RCP will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.14.2 Measurement

Measurement of RCP will be the actual lineal footage of RCP complete in place and accepted.

1.3.14.3 Unit of Measure

Unit of measure: Linear Feet

1.3.14.4 Payment Item

0013 18-INCH RCP PROCUREMENT AND INSTALLATION

0014 24-INCH RCP PROCUREMENT AND INSTALLATION

SECTION 01 22 00.00 08 Page 15

1.3.15 Catch Basin Installation

1.3.15.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for catch basin installation will be made for costs associated with furnishing; transporting; delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.15.2 Measurement

Measurement of Catch Basin Installation will be for the actual number of Catch Basins complete in place and accepted.

1.3.15.3 Unit of Measure

Unit of measure: Each

1.3.15.4 Payment Item

0016 CATCH BASIN INSTALLATION

1.3.16 Manhole Installation

1.3.16.1 Payment

This work is specified in Section 02 42 00 DIPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for manhole installation will be made for costs associated with furnishing; transporting; delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.16.2 Measurement

Measurement of Manhole Installation will be for the actual number of Manholes complete in place and accepted.

1.3.16.3 Unit of Measure

Unit of measure: Each

1.3.16.4 Payment Item

0017 MANHOLE INSTALLATION

SECTION 01 22 00.00 08 Page 16

1.3.17 Clean and Flush Existing Catch Basins

1.3.17.1 Payment

Payment will be made for these costs of a vacuum truck to complete all of the cleaning, flushing, and removal of sediment

1.3.17.2 Measurement

Measurement for the clean and flush will be the actual amount of catch basins required for cleaning.

1.3.17.3 Unit of Measure

Unit of measure: Each

1.3.17.4 Payment Item

0018 CLEAN AND FLUSH EXISTING CATCH BASINS

1.3.18 Replace Existing Catch Basin Grates

1.3.18.1 Payment

This work is specified in Section33 40 00 STORM DRAINAGE UTILITIES.

Payment for existing catch basin grate replacement will be made for costs associated with furnishing, transporting, delivering, installation, equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.18.2 Measurement

Measurement for catch basin grate replacement will be the actual number of catch basin grates replaced and accepted.

1.3.18.3 Unit of Measure

Unit of measure: Each

1.3.18.4 Payment Item

0020 REPLACE EXISTING CATCH BASIN GRATES

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer or designated representative as to propriety of distribution of the total cost to the various accounts. The cost of any element in the cost breakdown should be less than $25,000 for progress tracking. Any unbalanced items as between early

SECTION 01 22 00.00 08 Page 17 and late payment items or other discrepancies will be revised by the Contracting Officer or designated representative to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

-- End of Section --e

SECTION 01 22 00.00 08 Page 18

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 ACRONYMS

1.4 CONTRACT ADMINISTRATION

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY

CORPS OF ENGINEERS CONTRACTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.8 PARTNERING

1.8.1 Informal Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00.00 08 Page 1

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

This sections contains contract administrative requirements which are not covered in Section 00 70 00 CONDITIONS OF THE CONTRACT or Section 00 73 00

SUPPLEMENTARY CONDITIONS.

1.2 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 ACRONYMS

DFARS - Defense Federal Acquisition Regulation Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulation SAT - Simplified Acquisition Threshold UAI - USACE Acquisition Instructions

1.4 CONTRACT ADMINISTRATION

An Administrative Contracting Officer (ACO) will be designated on this contract to act within the limits delegated by the Contracting Officer.

The ACO designation letter will clearly detail what the authorities of the

ACO.

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS

OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans’ Employment and Training Service (VETS): https://www.dol.gov/vets/

SECTION 01 30 00.00 08 Page 2

Federal Veteran Employment Information: https://www.fedshirevets.gov/

Veterans' Employment and Training Service (VETS):

http://www.dol.gov/vets/

Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

Hiring Our Heroes:

https://www.uschamberfoundation.org/hiring-our-heroes

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer or designated representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer or designated representative for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer or designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00.00 08 Page 3

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer or designated representative to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer or designated representative will provide Information on the Informal Partnering Process and a list of key and optional personnel who should attend the Informal Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer or designated representative will organize the Informal Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Informal Partnering session should be a part of the Pre-Construction Meeting. Informal Partnering sessions will be held at a location agreed to by the Contracting Officer or designated representative and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session may be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer or designated representative. The Partners will determine the frequency of the follow-on sessions, at no more than three to six month intervals.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 30 00.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL…