Attachment_1,_Technical_Specifications,_Certified_Final.pdf

W911WN18B8003

Lock Chamber Concrete Rehabilitation Lock and Dam No. 2

Allegheny River

CERTIFIED FINAL DOCUMENTS

Technical Specifications

APRIL 2018

Pittsburgh, Allegheny River, Lock No. 2 PITTSA2

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 13.00 08 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00.00 08 ADMINISTRATIVE REQUIREMENTS

01 32 17 CONSTRUCTION PROGRESS SCHEDULE

01 32 33 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 01.00 08 USACE QUALITY CONTROL

01 50 00 PROJECT SIGN AND PROJECT SAFETY SIGN

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 78 02.00 20 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DIVISION 02 - EXISTING CONDITIONS

02 21 00 SURVEY AND ALIGNMENT CONTROL

02 41 00 DECONSTRUCTION

02 42 00.00 08 DISPOSAL OF MATERIALS

02 83 13 LEAD IN CONSTRUCTION

02 90 00 TEMPORARY SHORING AND BRACING

DIVISION 03 - CONCRETE

03 05 00 CONCRETE DEMOLITION

03 05 05 EXPLOSIVE BLASTING

03 11 19 FORMWORK FOR CONCRETE

03 15 14 JOINTS IN CONCRETE

03 15 15 GROUT FOR CONCRETE ANCHORS

03 20 01 CONCRETE REINFORCEMENT

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE

03 37 13 SHOTCRETE

03 41 00 PLANT-PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 13 GENERAL METAL PROVISIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 33 - UTILITIES

33 70 02 ELECTRICAL DISTRIBUTION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 13.00 08

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 01 11 13.00 08 Page 1

SECTION 01 11 13.00 08

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

The work consists of vertical resurfacing of concrete Lock walls, with the following features of work: blasting and channel debris removal; removing damaged or loose concrete, installing precast panels, concrete or shotcrete work, anchoring, infilling concrete, sealing joints; steel armoring and reinforcing, line hooks, checkposts, hand railing, ladders, and grating;

shoring.

1. Provide traffic maintenance, protection, and control features, and also all necessary safety measures for Lock personnel and visitors to the project during the course of the work.

2. Coordinate all features of work with existing utilities.

3. Relocate items on the Lock walls which will interfere with the work and reinstall after construction operations.

4. Perform demolition of concrete on the faces of the Lock chamber walls.

Perform additional demolition of concrete near the center of the Lock chamber for ladder recesses and line hooks. Shore pipe gallery inside of land wall within reach of demolition work. Collect, transport, and dispose all concrete debris.

5. Provide all embedded steel dowels, anchor bars, anchor straps, other miscellaneous metal items for precast concrete wall panels, and other concrete repairs.

6. Provide precast concrete wall panels on vertical faces of Lock chamber.

Provide infill concrete behind panels.

7. Provide precast concrete ladder and line hook assemblies on vertical faces of Lock chamber. Provide infill concrete behind assemblies.

8. Perform shotcrete repairs to faces of Lock wall monoliths.

9. Provide safety handrail on top of Lock walls.

10. Perform painting of existing wall armor, vertical and horizontal corner protection, line hooks, and other miscellaneous metals including removal of the existing paint system which contains a red lead primer.

1l. Provide checkposts.

12. Dismantle and remove all temporary Contractor-furnished services.

SECTION 01 11 13.00 08 Page 1

13. Remove Contractor and Government field offices, and other operational facilities.

14. Perform necessary cleanup.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 13.00 08 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.1.3 Payment Item

1.1.2 Shoring and Bracing of Gallery

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.2.3 Payment Item

1.1.3 Protection of Existing Hydraulic Pipe Trench

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.3.3 Payment Item

1.1.4 Precast Wall Units

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.4.3 Payment Item

1.1.5 Remove and Reinstall Subbase Material

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.5.3 Payment Item

1.1.6 Concrete Slab Replacement

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.6.3 Payment Item

1.1.7 Remove and Reinstall Air Piping

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.7.3 Payment Item

1.1.8 Protection of Existing Hydraulic Air Piping

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.8.3 Payment Item

1.1.9 Footbridge Repair

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.9.3 Payment Item

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Digital Progress Images

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.1.3 Payment Item

1.2.2 Kevel Rail Concrete Removal

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Item

SECTION TABLE OF CONTENTS 01 22 00 Page 1

1.2.3 Concrete Anchors

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item

1.2.4 Concrete Reinforcement, Steel Bars

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Item

1.2.5 Concrete Placement

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item

1.2.6 Armor

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item

1.2.7 Precast Wall Unit Concrete Removal

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Item

1.2.8 Precast Mooring Hook and Ladder Unit Concrete Removal

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.8.3 Payment Item

1.2.9 Checkposts Concrete Removal

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.9.3 Payment Item

1.2.10 Precast Line Hook Unit

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.10.3 Payment Item

1.2.11 Precast Ladder Unit

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.11.3 Payment Item

1.2.12 Infill Concrete

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.12.3 Payment Item

1.2.13 Checkposts

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.13.3 Payment Item

1.2.14 Non-Shrink Grout

1.2.14.1 Payment

1.2.14.2 Unit of Measure

1.2.14.3 Payment Item

1.1.15 Handrailing

1.1.15.1 Payment

1.1.15.2 Unit of Measure

1.1.15.3 Payment Item

1.2.16 Shotcrete Concrete Removal

1.2.16.1 Payment

1.2.16.2 Unit of Measure

1.2.16.3 Payment Item

1.2.17 Concrete Reinforcement, Welded Wire Fabric

1.2.17.1 Payment

1.2.17.2 Unit of Measure

SECTION TABLE OF CONTENTS 01 22 00 Page 2

1.2.17.3 Payment Item

1.2.18 Shotcrete

1.2.18.1 Payment

1.2.18.2 Unit of Measure

1.2.18.3 Payment Item

1.2.19 Vertical Concrete Removal

1.2.19.1 Payment

1.2.19.2 Unit of Measure

1.2.19.3 Payment Item

1.2.20 Metals

1.2.20.1 Payment

1.2.20.2 Unit of Measure

1.2.20.3 Payment Item

1.2.21 Grating

1.2.21.1 Payment

1.2.21.2 Unit of Measure

1.2.21.3 Payment Item

PART 2 MATERIALS

PART 3 EXECUTION

SECTION TABLE OF CONTENTS 01 22 00 Page 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BID 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, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute 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.

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.1.1.1 Payment

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 73 00 Supplementary Conditions, PAYMENT FOR

PERFORMANCE AND PAYMENT BONDS.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.1.3 Payment Item

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS,

BASE CONTRACT; and

1001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS,

AWARDABLE OPTION A.

1.1.2 Shoring and Bracing of Gallery

1.1.2.1 Payment

Payment will be made for all costs associated with the temporary shoring and bracing of the land wall gallery. Such price shall constitute full compensation for labor, material, equipment, and supplies for the design, fabrication, procurement, installation, monitoring, and removal of shoring and bracing systems for the land wall gallery to accommodate concrete demolition.

1.1.2.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00 Page 1

1.1.2.3 Payment Item

0011 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - SHORING AND BRACING OF GALLERY, BASE CONTRACT.

1.1.3 Protection of Existing Hydraulic Pipe Trench

1.1.3.1 Payment

Payment will be made for all costs associated with the protection of the existing hydraulic piping trench at approximate STA. 2+50.0B. Such price shall constitute full compensation for labor, material, equipment, and supplies for the installation of materials to cover the existing piping trench to protect the trench and all piping from construction operations.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.3.3 Payment Item

0012 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - PROTECTION OF EXISTING HYDRAULIC PIPE TRENCH, BASE

CONTRACT.

1.1.4 Precast Wall Units

1.1.4.1 Payment

Payment will be made for all costs associated with the Precast Wall Units.

Such price shall constitute full compensation for labor, material, equipment, and supplies for the design, fabrication, delivery, storage, installation, and support of the panels for placing infill concrete.

Includes stainless steel bearing pads, stainless steel shims, reinforcing, and anchors required to level and secure the units to the wall. Precast wall units will not be considered completely installed until the infill concrete behind the unit has reached design strength and accepted.

Payment for up to 60 percent of the Contract price will be made after delivery to the site, and acceptance by the Government after visual inspection, based upon copies furnished to the Contracting Officer of paid invoices or invoices with cancelled checks showing the Contractor's title to the precast wall units.

Payment for up to 10 percent of the Contract price will be made after the placement of the precast wall units onto the lock chamber walls.

Payment for the remainder of the Contract price will be made upon completion of the installation of the wall units, including infill reaching design strength and final acceptance by the Government.

1.1.4.2 Unit of Measure

SECTION 01 22 00 Page 2

1.1.4.3 Payment Item

0019 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - PRECAST WALL UNITS, BASE CONTRACT.

1.1.5 Remove and Reinstall Subbase Material

1.1.5.1 Payment

Payment will be made for all costs associated with removing subbase materials and reinstall in area as shown. Such price shall constitute full compensation for labor, material, equipment, and supplies, installation complete as shown.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.1.5.3 Payment Item

0026 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - REMOVE AND REINSTALL SUBBASE MATERIAL, BASE CONTRACT.

1.1.6 Concrete Slab Replacement

1.1.6.1 Payment

Payment will be made for all costs associated with providing materials to construct the slab as shown. Such price shall constitute full compensation for labor, material, equipment, and supplies, installation complete as shown.

1.1.6.2 Unit of Measure

Unit of measure: job.

1.1.6.3 Payment Item

0027 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - CONCRETE SLAB REPLACEMENT, BASE CONTRACT.

1.1.7 Remove and Reinstall Air Piping

1.1.7.1 Payment

Payment will be made for all costs associated with the removal and reinstallation of air piping in the miter gate recesses. Such price shall constitute full compensation for labor, material, equipment, and supplies for the removal and reinstallation of the existing air piping within the miter gate recess, including testing of the piping to ensure no leakage.

1.1.7.2 Unit of Measure

SECTION 01 22 00 Page 3

1.1.7.3 Payment Item

0029 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 4+47.84B TO STA.

4+61.42B, REMOVE AND REINSTALL AIR PIPING, BASE CONTRACT.

1.1.8 Protection of Existing Hydraulic Air Piping

1.1.8.1 Payment

Payment will be made for all costs associated with the protection of the existing hydraulic and air piping at approximate STA. 4+40.0B which is to remain during construction operations. Such price shall constitute full compensation for labor, material, equipment, and supplies for the installation of protective structures around existing piping for protection from construction operations.

1.1.8.2 Unit of Measure

Unit of measure: job.

1.1.8.3 Payment Item

0030 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 4+47.84B TO STA.

4+61.42B, PROTECTION OF EXISTING HYDRAULIC AIR PIPING, BASE CONTRACT.

1.1.9 Footbridge Repair

1.1.9.1 Payment

Payment will be made for all costs associated with the repair of the guard wall footbridge span. Such price shall constitute full compensation for labor, material, equipment, and supplies for removing and reinstallation of the bridge span, replacing the grout bearing pads, and replacing the anchor bolts.

1.1.9.2 Unit of Measure

Unit of measure: job.

1.1.9.3 Payment Item

0036 FOOTBRIDGE REPAIR, BASE CONTRACT.

1.2 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 BID SCHEDULE and described below. The unit price and payment made for each item listed constitute 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, surveys, and for performing all work required for each of the unit price items.

SECTION 01 22 00 Page 4

1.2.1 Digital Progress Images

1.2.1.1 Payment

Payment will be made for all costs associated with providing progress images. Such price shall constitute full compensation for labor, material, equipment, supplies, and potential travel, if necessary, for the supply of monthly digital progress images of the ongoing work, including on-site activities as well as fabrication progress at off-site locations.

1.2.1.2 Unit of Measure

Unit of measure: each.

1.2.1.3 Payment Item

0002 DIGITAL PROGRESS IMAGES, BASE CONTRACT.

1.2.2 Kevel Rail Concrete Removal

1.2.2.1 Payment

Payment for all costs associated with concrete removal. Such price shall constitute full compensation for labor, material, equipment, and supplies for the sawcutting, line drilling, demolition, and removal of concrete to the dimensions shown, and tolerances required by, the Contract documents.

If explosive blasting, all costs associated with specifics to this type of demolition, such as public notification, supply and installation of blasting mats, and on-site monitoring labor and equipment. Costs for protection of existing lock appurtenances from damage due to concrete demolition methods. Additional 10-inches of concrete removal on the land wall at STA. 0+79.05B and STA. 4+03.79B to install corner cap protection at the end of the kevel rail step.

1.2.2.2 Unit of Measure

Unit of measure: square foot.

1.2.2.3 Payment Item

0003 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - KEVEL RAIL CONCRETE REMOVAL, BASE CONTRACT; and

0013 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - KEVEL RAIL CONCRETE REMOVAL, BASE CONTRACT.

1.2.3 Concrete Anchors

1.2.3.1 Payment

Payment for all costs associated with concrete anchors. Such price shall constitute full compensation for labor, material, equipment, and supplies for hole drilling, hole cleanout and preparation, grouting, and installation of anchors, either designated as reinforcement type anchors or threaded rod. Anchor locations include all anchors installed at cast-in-place concrete locations and shotcrete repair areas. Additional

SECTION 01 22 00 Page 5 anchors on the land wall at STA. 0+79.05B and STA. 4+03.79B to install corner cap protection at the end of the kevel rail step. Item shall not include costs for the 20 anchors at each checkpost location.

1.2.3.2 Unit of Measure

Unit of measure: each.

1.2.3.3 Payment Item

0005 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - CONCRETE ANCHORS, BASE CONTRACT;

0017 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - CONCRETE ANCHORS, BASE CONTRACT;

0032 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 4+47.84B to STA. 4+61.42B - CONCRETE ANCHORS, BASE CONTRACT; and

1003 CONCRETE RESURFACING AROUND LOCKWALL RECESSES - LAND WALL -

CONCRETE ANCHORS, AWARDABLE OPTION A.

1.2.4 Concrete Reinforcement, Steel Bars

1.2.4.1 Payment

Payment for all costs associated with installation of steel bar reinforcement, based on approved shop drawings. Such price shall constitute full compensation for labor, material, equipment, and supplies for the installation and securing of steel reinforcement within the cast-in-place concrete areas. Bent bar reinforcing which extends between the kevel rail step concrete and the precast unit infill concrete. Additional reinforcement on the land wall at STA. 0+79.05B and STA. 4+03.79B to install corner cap protection at the end of the kevel rail step. Item should not include costs for reinforcement associated with the installation of checkposts.

1.2.4.2 Unit of Measure

Unit of measure: pound.

1.2.4.3 Payment Item

0006 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - CONCRETE

REINFORCEMENT, STEEL BARS, BASE CONTRACT;

0018 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - CONCRETE REINFORCEMENT, STEEL BARS, BASE CONTRACT;

0033 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 4+47.84B to STA. 4+61.42B - CONCRETE REINFORCEMENT, STEEL BARS, BASE CONTRACT; and

1004 CONCRETE RESURFACING AROUND LOCKWALL RECESSES - LAND WALL -

CONCRETE REINFORCEMENT, STEEL BARS, AWARDABLE OPTION A.

SECTION 01 22 00 Page 6

1.2.5 Concrete Placement

1.2.5.1 Payment

Payment for all costs associated with concrete placement, per neatline of Contract drawings and survey monument installation. Such price shall constitute full compensation for labor, material, equipment, and supplies for the placement of the cast-in-place concrete. Additional 10-inches of concrete placement on the land wall at STA. 0+79.05B and STA. 4+03.79B to install corner cap protection at the end of the kevel rail step. Wall protection fender system construction, installation, and removal will be included in this payment item.

1.2.5.2 Unit of Measure

Unit of measure: cubic yard.

1.2.5.3 Payment Item

0008 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - CONCRETE PLACEMENT, BASE CONTRACT;

0024 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to STA.

4+03.79B - CONCRETE PLACEMENT, BASE CONTRACT;

0034 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 4+47.84B to STA. 4+61.42B - CONCRETE PLACEMENT, BASE CONTRACT; and

1006 CONCRETE RESURFACING AROUND LOCKWALL RECESSES - LAND WALL -

CONCRETE PLACEMENT, AWARDABLE OPTION A.

1.2.6 Armor

1.2.6.1 Payment

Payment will be made for all costs associated with the installation of armor, based on approved shop drawings. Such price shall constitute full compensation for labor, material, equipment and supplies for the installation of armor within the cast-in-place concrete, excluding armor at the checkposts. Additionally, the removal, clean-up, and reinstallation costs associated with the corner cap installations at the end of the kevel rail step.

1.2.6.2 Unit of Measure

Unit of measure: pound.

1.2.6.3 Payment Item

0010 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - ARMOR, BASE CONTRACT; and

0025 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - ARMOR, BASE CONTRACT.

SECTION 01 22 00 Page 7

1.2.7 Precast Wall Unit Concrete Removal

1.2.7.1 Payment

Payment for all costs associated with concrete removal. Such price shall constitute full compensation for labor, material, equipment, and supplies for the sawcutting, line drilling, demolition, removal of concrete to the dimensions shown and tolerances required by the Contract documents and dispose. If explosive blasting, all costs associated with specifics to this type of demolition, such as public notification, supply and installation of blasting mats, and on-site monitoring labor and equipment. If lead based paint remediation is required, all costs associated with the lead removal to be included in this item.

1.2.7.2 Unit of Measure

Unit of measure: square foot.

1.2.7.3 Payment Item

0014 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - PRECAST WALL UNIT CONCRETE REMOVAL, BASE CONTRACT.

1.2.8 Precast Mooring Hook and Ladder Unit Concrete Removal

1.2.8.1 Payment

Payment for all costs associated with precast mooring hook and ladder unit concrete removal. Such price shall constitute full compensation for labor, material, equipment, and supplies for the sawcutting, line drilling, demolition, and removal of concrete to the dimensions shown, and tolerances required by, the Contract documents. If explosive blasting, all costs associated with specifics to this type of demolition, such as public notification, supply and installation of blasting mats, and on-site monitoring labor and equipment. Costs for protection of existing lock appurtenances from damage due to concrete demolition methods.

1.2.8.2 Unit of Measure

Unit of measure: square foot.

1.2.8.3 Payment Item

0015 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - PRECAST MOORING HOOK AND LADDER UNIT CONCRETE REMOVAL,

BASE CONTRACT.

1.2.9 Checkposts Concrete Removal

1.2.9.1 Payment

Payment for all costs associated with checkpost concrete removal. Such price shall constitute full compensation for labor, material, equipment, and supplies for the sawcutting, line drilling, demolition, and removal of concrete to the dimensions shown, and tolerances required by, the Contract documents. If explosive blasting, all costs associated with specifics to this type of demolition, such as public notification, supply and

SECTION 01 22 00 Page 8 installation of blasting mats, and on-site monitoring labor and equipment.

Costs for protection of existing lock appurtenances from damage due to concrete demolition methods.

1.2.9.2 Unit of Measure

Unit of measure: square foot.

1.2.9.3 Payment Item

0016 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - CHECKPOSTS CONCRETE REMOVAL, BASE CONTRACT.

1.2.10 Precast Line Hook Unit

1.2.10.1 Payment

Payment will be made for all costs associated with the Precast Line Hook Unit. Such price shall constitute full compensation for labor, material, equipment, and supplies for the design, fabrication, painting, delivery, storage, installation, and support of the unit for placing infill concrete.

Payment includes stainless steel bearing pads, stainless steel shims, reinforcing, and anchors required to level and secure the panels to the wall. Precast line hook units will not be considered completely installed until the infill concrete behind the unit has reached design strength and accepted.

1.2.10.2 Unit of Measure

Unit of measure: each.

1.2.10.3 Payment Item

0020 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - PRECAST LINE HOOK UNIT, BASE CONTRACT.

1.2.11 Precast Ladder Unit

1.2.11.1 Payment

Payment will be made for all costs associated with the precast ladder unit. Such price shall constitute full compensation for labor, material, equipment, and supplies for the design, fabrication, painting, delivery, storage, installation, and support of the unit for placing infill concrete.

Payment includes stainless steel bearing pads, stainless steel shims, reinforcing, and anchors required to level and secure the panels to the wall. Precast ladder units will not be considered completely installed until the infill concrete behind the unit has reached design strength and accepted.

1.2.11.2 Unit of Measure

Unit of measure: each.

SECTION 01 22 00 Page 9

1.2.11.3 Payment Item

0021 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - PRECAST LADDER UNIT, BASE CONTRACT.

1.2.12 Infill Concrete

1.2.12.1 Payment

Payment will be made for all costs associated with the placement of infill concrete, per neatline on the drawings. Such price shall constitute full compensation for labor, material, equipment, and supplies for the delivery and placement of infill concrete behind the precast units on the lockwall.

Payment includes costs for any specialty equipment required to place and consolidate the concrete in the narrow area behind the units, and any heating requirements for curing, as necessary. Vertical joint preparation and material installation, including backer rods, expansion material, and non-shrink grout shear keys.

1.2.12.2 Unit of Measure

Unit of measure: cubic yard.

1.2.12.3 Payment Item

0022 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - INFILL CONCRETE, BASE CONTRACT.

1.2.13 Checkposts

51.2.13.1 Payment

Payment will be made for all costs associated with the installation of checkposts. Such price shall constitute full compensation for labor, material, equipment, and supplies for the installation of new checkposts on the lockwall. Payment includes costs for the checkpost, reinforcing, anchors, corner armor, concrete placement, and non-shrink grout in the checkposts.

1.2.13.2 Unit of Measure

Unit of measure: each.

1.2.13.3 Payment Item

0023 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to

STA. 4+03.79B - CHECKPOSTS, BASE CONTRACT.

1.2.14 Non-Shrink Grout

1.2.14.1 Payment

Payment for costs associated with providing non-shrink grout. Such price shall constitute full compensation for labor, material, equipment, and supplies for the installation of grout at all checkposts, at shear key

SECTION 01 22 00 Page 10 between ladder unit and mooring hook unit, at mooring hook anchors, at all horizontal and vertical joints of precast wall units, and at armor areas at end of kevel rail step.

1.2.14.2 Unit of Measure

Unit of measure: cubic foot.

1.2.14.3 Payment Item

0028 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+94.02B to STA.

4+03.79B - NON-SHRINK GROUT, BASE CONTRACT.

1.1.15 Handrailing

1.1.15.1 Payment

Payment will be made for all costs associated with providing handrailing, as shown. Such price shall constitute full compensation for labor, material, equipment, and supplies the fabrication, galvanizing, delivery, and installation of the handrail complete as shown, including gates, wire rope, wire rope connections, gates, and the walkway support steel over the kevel rail step. Coring for post installation and subsequent grouting of the post and anchoring the walkway support steel to the concrete.

1.1.15.2 Unit of Measure

Unit of measure: linear foot.

1.1.15.3 Payment Item

0035 HANDRAILING, BASE CONTRACT.

1.2.16 Shotcrete Concrete Removal

1.2.16.1 Payment

Payment for all costs associated with shotcrete concrete removal. Such price shall constitute full compensation for labor, material, equipment, and supplies for the sawcutting, line drilling, demolition, and removal of shotcrete to the dimensions shown, and tolerances required by, the Contract documents. If explosive blasting, all costs associated with specifics to this type of demolition, such as public notification, supply and installation of blasting mats, and on-site monitoring labor and equipment.

Costs for protection of existing lock appurtenances from damage due to shotcrete demolition methods.

1.2.16.2 Unit of Measure

Unit of measure: square foot.

1.2.16.3 Payment Item

0004 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - SHOTCRETE CONCRETE

REMOVAL, BASE CONTRACT.

SECTION 01 22 00 Page 11

1.2.17 Concrete Reinforcement, Welded Wire Fabric

1.2.17.1 Payment

Payment for all costs associated with installation of welded wire fabric reinforcement. Such price shall constitute full compensation for labor, material, equipment, and supplies for the installation and securing of welded wire fabric reinforcement within the shotcrete repair areas.

1.2.17.2 Unit of Measure

Unit of measure: square foot.

1.2.17.3 Payment Item

0007 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - CONCRETE

REINFORCEMENT, WELDED WIRE FABRIC, BASE CONTRACT.

1.2.18 Shotcrete

1.2.18.1 Payment

Payment for all costs associated with shotcrete. Such price shall constitute full compensation for labor, material, equipment, and supplies for the placement of shotcrete.

1.2.18.2 Unit of Measure

Unit of measure: cubic yard.

1.2.18.3 Payment Item

0009 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 0+63.95B to STA. 0+94.02B and STA. 4+03.79B to STA. 4+27.77B - SHOTCRETE, BASE

CONTRACT.

1.2.19 Vertical Concrete Removal

1.2.19.1 Payment

Payment for all costs associated with vertical concrete removal. Such price shall constitute full compensation for labor, material, equipment, and supplies for the sawcutting, line drilling, demolition, and removal of concrete to the dimensions shown and tolerances required by the Contract documents, and disposal. If explosive blasting, all costs associated with specifics to this type of demolition, such as public notification, supply and installation of blasting mats, and on-site monitoring labor and equipment. Costs for protection of existing lock appurtenances from damage due to concrete demolition methods.

1.2.19.2 Unit of Measure

Unit of measure: square foot.

SECTION 01 22 00 Page 12

1.2.19.3 Payment Item

0031 LAND WALL VERTICAL CONCRETE RESURFACING - STA. 4+47.94B to STA. 4+61.42B - VERTICAL CONCRETE REMOVAL, BASE CONTRACT; and

1002 CONCRETE RESURFACING AROUND LOCKWALL RECESSES - LAND WALL

GRATING, AWARDABLE OPTION A.

1.2.20 Metals

1.2.20.1 Payment

Payment will be made for all costs associated with the installation of metals, based on approved shop drawings. Such price shall constitute full compensation for labor, material, equipment and supplies for the installation of all metal fabrications required to support the new planking over the machinery recesses and gallery openings, including any concrete embedded members.

1.2.20.2 Unit of Measure

Unit of measure: pound.

1.2.20.3 Payment Item

1005 CONCRETE RESURFACING AROUND LOCKWALL RECESSES - LAND WALL -

METALS, AWARDABLE OPTION A.

1.2.21 Grating

1.2.21.1 Payment

Payment will be made for all costs associated with installation of grating.

Such price shall constitute full compensation for labor, material, equipment, and supplies for the fabrication and installation of grating at the land wall gallery and machinery recess openings.

1.2.21.2 Unit of Measure

Unit of measure: square foot.

1.2.21.3 Payment Item

1007 CONCRETE RESURFACING AROUND LOCKWALL RECESSES - LAND WALL

GRATING, AWARDABLE OPTION A.

PART 2 MATERIALS

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PART 3 EXECUTION

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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 USACE ACQUISITION INSTRUCTIONS (UAI)

1.4.1 1.4.2 1.4.3

UAI 5122.1302-100 EQUAL OPPORTUNITY FOR VETERANS

UAI 5152.236-9009 PARTNERING (FEB 2000)

UAI 5152.231-9000 EQUIPMENT OWNERSHIP AND

OPERATING EXPENSE SCHEDULE

1.4.4 5136.249-9000 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 2009)

1.5 LOCATION AND DESCRIPTION OF WORK

1.6 PARTNERING

1.6.1 Informal Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION TABLE OF CONTENTS 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.

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)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.3 ACRONYMS

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

1.4 USACE ACQUISITION INSTRUCTIONS (UAI)

1.4.1 UAI 5122.1302-100 EQUAL OPPORTUNITY FOR VETERANS

FAR 52.222-35 EQUAL OPPORTUNITY FOR VETERANS, FAR 52.222-37 EQUAL

OPPORTUNITY FOR VETERANS WITH DISABILITIES, 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:

www.vets.gov/ <http://www.vets.gov/>

Federal Veteran Employment Information:

www.fedshirevets.gov/index.aspx

SECTION 01 30 00.00 08 Page 1

Veterans' Employment and Training Service (VETS):

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

Veterans Opportunity to Work (VOW) Program:

http://benefits.va.gov/vow/

Hiring Our Heroes Initiative:

www.uschamberfoundation.org/hiring-our-heroes

Guide to Hiring Veterans (Link Must be Copied and Pasted into Browser): https://obamawhitehouse.archives.gov/sites/default/files/ docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf

1.4.2 UAI 5152.236-9009 PARTNERING (FEB 2000)

In order to most effectively accomplish this Contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the Contractor, primary subcontractors and designers, and the Corps of Engineers. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership would be bilateral in membership and participation will be completely voluntary. Any cost associated with effectuating this partnership, excluding travel and lodging cost of Government personnel, will be borne by each party. The partnering meetings will be held in a place acceptable to both parties. Costs associated with partnering will be negotiated bilaterally after award.

1.4.3 UAI 5152.231-9000 EQUIPMENT OWNERSHIP AND OPERATING

EXPENSE SCHEDULE

(a) This clause does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer.

For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and

SECTION 01 30 00.00 08 Page 2 sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.4.4 5136.249-9000 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 2009)

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under Federal Acquisition Regulation (FAR) 49.206-2(b). In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(a) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(b) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(c) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(d) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

(e) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

1.5 LOCATION AND DESCRIPTION OF WORK

Location. The work is located on the Allegheny River, Lock and Dam 2, 7451 Lockway West, Pittsburgh, PA 15201-1104.

Description of Work. The work consists of vertical refacing of concrete lock walls, with the following features of work: concrete demolition; remove demolition debris within channel; removing damaged or loose concrete, installing precast panels, concrete or shotcrete work, anchoring, infilling concrete, sealing joints; steel armoring and reinforcing, line hooks, checkposts, hand railing, ladders, and grating; shoring..

a. Provide a Government field office, Contractor's field office, and all other temporary operating facilities necessary for the construction.

SECTION 01 30 00.00 08 Page 3

b. Construct and maintain all environmental protection features as necessary for the protection of land, water and air resources, during the course of the work.

c. Provide traffic maintenance, protection, and control features, and also all necessary safety measures for Lock personnel, and visitors to the project during the course.of the work.

d. Coordinate all features of work with existing utilities.

e. Relocate items on the Lock walls which will interfere with the work, and later reinstall these items.

f. Perform demolition of concrete on the faces of the Lock chamber walls. Perform additional demolition of concrete near the center of the Lock chamber for ladder recesses and line hooks.

Shore pipe gallery inside of land wall within reach of demolition work. Collect, transport, and dispose of all concrete debris.

g. Provide all embedded steel dowels, anchor bars, and anchor straps, and other miscellaneous metal items for precast concrete wall panels, and other concrete repairs.

h. Provide precast concrete wall panels on vertical faces of Lock chamber. Provide infill concrete behind panels.

i. Provide precast concrete ladder and line hook assemblies on vertical faces of Lock chamber. Provide infill concrete behind assemblies.

j. Perform shotcrete repairs to faces of Lock wall monoliths.

k. Provide safety handrail on top of Lock walls.

l. Perform painting of existing wall armor, vertical and horizontal comer protection, line hooks, and other miscellaneous metals including removal of the existing paint system which contains a red lead primer.

m. Provide checkposts.

n. Dismantle and remove all temporary Contractor-furnished services.

o. Remove Contractor and Government field offices, and other operational facilities.

p. Perform necessary cleanup.

1.6 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

SECTION 01 30 00.00 08 Page 4

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 is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

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

1.6.1 Informal Partnering

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

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

PART 2 PRODUCTS

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PART 3 EXECUTION

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DIVISION 01 - GENERAL REQUIREMENTS

01 32 17

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SCHEDULER QUALIFICATIONS

1.3 ACCEPTANCE

1.4 SCHEDULE FORMAT

1.4.1 Network Analysis Schedule (NAS)

1.4.1.1 Primavera P6 Settings and Parameters

1.4.1.2 Microsoft Project 2010 Settings and Parameters

1.4.1.3 Cost Loading Microsoft Project 2010 Schedules

1.4.2 Schedule Submittals and Procedures

1.5 SCHEDULE MONTHLY UPDATES

1.6 CONTRACT MODIFICATION

1.7 3-WEEK LOOK AHEAD SCHEDULE

1.8 CORRESPONDENCE AND TEST REPORTS

1.9 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION TABLE OF CONTENTS 01 32 17 Page 1

01 32 17

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Scheduler Qualifications; G Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 SCHEDULER QUALIFICATIONS

The designated Scheduler for the project must have prepared and maintained at least 3 previous schedules of similar size and complexity of this Contract using Microsoft Project or Primavera P6. At least one of the 3 must be in Primavera P6. Submit a resume outlining the qualification of the Scheduler.

1.3 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis Schedule (NAS) in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this Contract. Submit the baseline project schedule within 42 days of receiving Notice to Proceed.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the Contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the

SECTION 01 32 17 Page 1

Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.4 SCHEDULE FORMAT

1.4.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Primavera P6 or Microsoft Project 2010. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection of the submitted schedule. Build the schedule as follows:

a. The Project Schedule must show submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays, and all Federal Holidays.

b. With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook," including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

c. Each activity must be assigned its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code, and Work Location Code.

d. Date/time constraint(s) and/or lags, other than those required by the Contract, are not allowed unless permitted by the Contracting Officer.

Include as the last activity in the Contract schedule, a milestone activity named "Contract Completion Date."

1.4.1.1 Primavera P6 Settings and Parameters

Use the following Primavera P6 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

b. Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(1) Set time periods for P6 to the most appropriate for the Contract requirements. Multiple time periods may be required based on work schedules throughout the entire contract period (i.e., preconstruction activities may require different periods than the

SECTION 01 32 17 Page 2

Navigation Closure/Restriction periods).

(2) Use assigned calendar to specify the number of work hours for each time period: Must be checked.

c. Project Level, Dates Tab:

(1) Set "Must Finish By" date to "Contract Completion Date."

d. Project Level, Defaults Tab:

(1) Duration Type: Set to "Fixed Duration & Units."

(2) Percent Complete Type: Set to "Physical."

(3) Activity Type: Set to "Task Dependent."

(4) Calendar: Set to the most appropriate for the contract requirements. Multiple time periods may be required based on work schedules throughout the entire contract period (i.e., preconstruction activities may require different periods than the Navigation Closure/Restriction periods)

e. Project Level, Calculations Tab:

(1) Activity percent complete based on activity steps: Must be Checked.

(2) Reset Remaining Duration and Units to Original: Must be Checked.

(3) Subtract Actual from At Completion: Must be Checked.

(4) Recalculate Actual units and Cost when the duration percent complete changes: Must be Checked.

(5) Link Actual to Date and Actual This Period Units and Cost: Must be Checked.

f. Project Level, Settings Tab:

(1) Define Critical Activities: Check "Total Float is less than or equal to" and add "0d".

g. No on-site construction activity may have durations in excess of 20 working days.

1.4.1.2 Microsoft Project 2010 Settings and Parameters

The Network must have a minimum of 30 construction activities. No on-site construction activity may have durations in excess of 20 working days.

1.4.1.3 Cost Loading Microsoft Project 2010 Schedules

Assign material, labor, and equipment costs to their respective Construction Activities. Material and equipment costs for which payment will be requested in advance of installation must be assigned to their respective procurement activity (i.e. the material/equipment on-site activity). Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the Contract.

SECTION 01 32 17 Page 3

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a. Submit an Earned Value Report with each schedule update showing activity budget,…