W912P609R0006-0001_McCook Grout 2_Spec.pdf

SOLICITATION NO: W912P6-09-R-0006

CHICAGO DISTRICT

LEADERS IN CUSTOMER CARE

SPECIFICATIONS FOR

CHICAGOLAND UNDERFLOW PLAN (CUP)

McCOOK RESERVOIR, ILLINOIS

STAGE II GROUT CURTAIN

CONSTRUCTION SOLICITATION

AND SPECIFICATIONS

SOLICITATION AMD-

July 27, 2009

McCook Reservoir Stage II Grout Curtain W912P6-09-R-0006-00XX

PROJECT TABLE OF CONTENTS

DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS

00010 SOLICITATION, OFFER AND AWARD (SF 1442) & BIDDING SCHEDULE

00100 INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS OF BIDDERS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

WAGE RATES

UDIVISION 00 LEVEL 2 AVAILABLE INFORMATION

00 31 19.01 03 EXISTING CONDITIONS

00 31 32.13 03 SUBSURFACE DRILLING AND SAMPLING INFORMATION

UDIVISION 01 GENERAL REQUIREMENTS

01 10 00.00 03 GENERAL PROVISIONS

01 22 00.00 03 MEASUREMENT AND PAYMENT

01 32 01.01 10 PROJECT SCHEDULE FOR MCCOOK FIELD OFFICES

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 03 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 03 USACE CONTRACTOR QUALITY CONTROL

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 57 20.01 03 ENVIRONMENTAL PROTECTION FOR ILLINOIS

01 58 00.00 03 PROJECT SIGN AND SAFETY SIGN

DIVISION 03 - CONCRETE

03 31 00.00 03 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 23 29.00 03 WEBCAM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19.13 03 GEOTEXTILES USED AS FILTERS AND UNDERLAYS

31 22 50 GRADES AND SLOPE CONSTRUCTION

31 37 16.00 03 RIP-RAP FOR EROSION CONTROL

31 83 00.00 03 FOUNDATION DRILLING AND GROUTING

-- End of Project Table of Contents --

McCook Reservoir Stage II Grout Curtain W912P6-09-R-0006

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 19.01 03

EXISTING CONDITIONS

PART 1 GENERAL

1.1 PHOTOGRAPHIC REPORT

1.2 CURRENT ACTIVITY AND RECENT WORK

1.3 LOGISTICAL CONSTRAINTS

1.4 EXISTING REPORTS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

DOCUMENT 00 31 19.01 03 - Page 1

AMD-0001

SECTION 00 31 19.01 03

EXISTING CONDITIONS

PART 1 GENERAL

The grout curtain will be located in Stage 1 and 2 of the proposed future reservoir (along the southern and eastern perimeter of the former Lagoons 1 through 22) at the Metropolitan Water Reclamation SDistrict of Greater Chicago (MWRDGC or MWRD)'s Lawndale Avenue Solids Management Area (LASMA) site. The LASMA site is located within Lyons Township T38N Range R12E in western Cook County and is bounded by the Des Plaines River and I-55 to the northwest, the Indiana Harbor Belt Railroad to the northeast, the Chicago Sanitary and Ship Canal to the southeast, and LaGrange Road to the southwest. The lagoons were separated by earthen berms which have been removed, prior to development of the quarry. Presently, MWRDGC's contractor is excavating the bedrock portion of the reservoir in Lagoons 1 through 10 by conventional drilling and blasting. The quarry operation will be ongoing during the period of this contract. The topography of the site is shown at the time of the surveys indicated on the drawings. Note:

former lagoons were numbered sequentially 1-10 and 16-22 from east to west;

there were no lagoons numbered 11-15.

Currently, the site does not drain well, resulting in localized ponding of rainwater in low areas.

1.1 PHOTOGRAPHIC REPORT

Photographs of the project site are included as an electronic file accompanying of this Section. The surface topography of the site is likely to change in the areas of the photographs because of the construction related activities.

1.2 CURRENT ACTIVITY AND RECENT WORK

The LASMA site is a biosolids storage and drying facility. The MWRDGC's daily sludge handling operations include sludge management and upkeep and maintenance of lagoons and drying beds. In addition, MWRDGC is responsible for the removal of overburden and rock to provide a "rough hole" in the ground for the overall reservoir project. Another MWRDGC contract to excavate a conveyance tunnel and a glory hole (in Lagoon 10) to transport excavated materials to the Vulcan Quarry, located on the north side of Interstate highway 55, is complete. A bentonite/soil slurry cut-off wall has been contructed around the perimeter of the future proposed reservoir in two contract stages. The slurry wall is constructed through the overburden approximately along the centerline of the grout curtain, with the two outer rows of grout holes straddling it. The width of the slurry wall varies from a minimum of 3 feet to 4.5 ft or more. The slurry wall is keyed into betdrock from 1 to 5 feet along its alignment. The slurry wall is capped by a Controlled Low-Strength Material cap from the surface to a depth of 5 feet +/- 1.5 ft, with the exception of portion from Station 75+00 to 88+50, where it is capped by a cover of silty clay, and from approximately Station 104+00 to Station 114+00.

DOCUMENT 00 31 19.01 03 - Page 2

The activities of other contractors and activities at the site have impacted the berm and slope conditions, and the conditions depicted in the drawings with respect to soil slopes may or may not be representative of those encountered upon the start of work under this contract. The Contractor shall survey and assess the areas of his Work Platform prior to submittal of his Work Plan for construction of this feature of the work, and verify the location of the grout curtain with respect to the overburden cutoff wall.

1.3 LOGISTICAL CONSTRAINTS

Access to the area is limited by the location of the ongoing quarrying operations, and the operations of other contractors at the LASMA location.

An access ramp to the berm along the canal side of the site is present from Lagoon 21. It may be possible to obtain very limited access to the berm from the northeast end of Lagoon 1; however, there will be no other access permitted, and the Contractor's access will be restricted to the confines of the work areas defined in the Drawings. The Contractor shall maintain the ramp in Lagoon 21 and its accessibility for the duration of the Contract.

In addition to congested access, the operations of the other contractors operating in and around LASMA, the Contractor shall consider the constraints of the sludge train tracks and operation of the MWRDGC rail operations immediately adjacent and in close proxmity to the grout curtain on the canalside of the work area in the planning and execution of the work, and conform with safe clearance distances for work in the vicinity of active train tracks mandated by OSHA and the provisions of EM 385 1-1, 2008. The Contractors operations shall not interfere with the operations of the MWRDGC railroad and interruptions or delays of the railroad will not be permitted.

The quarry operator, Vulcan Materials, will also be conducting excavation by drilling and blasting on a regular daily production schedule and there may be interruptions to the work, on a daily basis when blasting occurs.

The canalside portion of the Stage 2 Grout Curtain will be constructed on a narrow berm shared with teh MWRDGC's sludge transportation rail line, elevated between the Chicago Sanitary and Ship Canal and the working McCook Reservoir Quarry. Portions of the canal were constructed by excavation that may have included blasting the underlying bedrock. Operations under the Contract shall not impede the work of other contractors at the LASMA site. Based on these conditions, the Contractor's technical approach should consider the potential for blast fracturing influences on grout migration.

1.4 EXISTING REPORTS

Existing reports that provide background to the project work area are available to be reviewed in the Chicago District Office and are listed in Section 00 31 32.13 03. Existing reports completed to evaluate soil contamination and/or hazardous materials in the project work area are also available. No potential Hazardous, Toxic, and Radioactive Waste (HTRW) are listed for the project work area. These reports may be reviewed by contacting the U.S. Army Corps of Engineers, Chicago District at 111 North Canal Street, Chicago, Illinois 60606-7206 (Attn: Joe Kissane, 312-846-5453).

DOCUMENT 00 31 19.01 03 - Page 3

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

DOCUMENT 00 31 19.01 03 - Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 03

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 MOBILIZATION AND DEMOBILIZATION - BASE BID ITEM 0001

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 PROJECT SIGNS - BASE BID ITEM 0002

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 PERFORMANCE AND PAYMENT BONDS - BASE BID ITEM 0003, OPTION 1

BID ITEM 0023 AND OPTION 2 BID ITEM 0041

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 WORK PLATFORM - BASE BID ITEM 0004 AND OPTION 1 BID ITEM 0024

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM (SETUP &

CALIBRATION) - BASE BID ITEM 0005

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 CONCRETE TUNNEL PLUG - BASE BID ITEM 0022

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 WEBCAMS - OPTION 2 BID ITEM 0042

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM

(OPERATION) - BASE BID ITEM 0007 AND OPTION 1 BID ITEM 0025

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 DRILLING OVERBURDEN - BASE BID ITEMS 0007AA AND 0007AB AND

OPTION 1 BID ITEMS 0026AA AND 0026AB

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 DRILLING ROCK - BASE BID ITEMS 0008AA AND 0008AB AND OPTION 1

SECTION 01 22 00.00 03 - Page 1

BID ITEMS 0027AA AND 0027AB

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 ADDITIONAL HOLE SETUPS - BASE BID ITEMS 0009AA AND 0009AB AND

OPTION 1 BID ITEMS 0028AA AND 0028AB

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 BOREHOLE DEVIATION SURVEY - BASE BID ITEMS 0010AA AND 0010AB

AND OPTION 1 BID ITEMS 0029AA AND 0029AB

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 BOREHOLE CAMERA LOG - BASE BID ITEMS 0011AA AND 011AB AND

OPTION 1 BID ITEMS 0030AA AND 0030AB

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 PRESSURE WASHING - BASE BID ITEMS 0012AA AND 0012AB AND OPTION

1 BID ITEMS 0031AA AND 0031AB

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 PRESSURE TESTING - BASE BID ITEMS 0013AA AND 0013AB AND OPTION

1 BID ITEMS 0032AA AND 0032AB

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 TYPE II CEMENT IN GROUT - BASE BID ITEMS 0014AA AND 0014AB AND

OPTION 1 BID ITEMS 0033AA AND 0033AB

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 BENTONITE IN GROUT - BASE BID ITEMS 0015AA AND 0015AB AND

OPTION 1 BID ITEMS 0034AA AND 0034AB

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 ADMIXTURES IN GROUT (INCLUDING BUT NOT LIMITED TO POZZOLANS

(FLYASH) AND/OR SILICA FUME, SUPERPLASTICIZER, VICSCOSITY

MODIFIERS, ACCELLERATORS, RETARDERS, AND WATER REDUCERS IN GROUT)

- BASE BID ITEMS 0016AA AND 0016AB AND OPTION 1 BID ITEMS 0035AA

AND 0035AB

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 SAND IN GROUT - BASE BID ITEMS 0017AA AND 0017AB AND OPTION

BID ITEMS 0036AA AND 0036AB

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 GROUT HOLE CONNECTIONS - BASE BID ITEMS 0018AA AND 0018AB AND

OPTION 1 BID ITEMS 0037AA AND 0037AB

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 PLACING GROUT - BASE BID ITEMS 0019AA AND 0019AB AND OPTION 1

BID ITEMS 0038AA AND 0038AB

SECTION 01 22 00.00 03 - Page 2

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 STANDBY TIME - BASE BID ITEMS 0020AA AND 0020AB AND OPTION 1

BID ITEMS 0039AA AND 0039AB

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 VERIFICATION HOLES - BASE BID ITEMS 0021AA AND 0021AB AND

OPTION 1ITEMS 0040AA AND 0040AB

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.17 GRADING AND SLOPE CONSTRUCTION - OPTION 2 BID ITEMS 0043AA AND

0043AB

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.18 GEOTEXTILE FABRIC - OPTION 2 BID ITEMS 0044AA AND 0044AB

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.19 RIPRAP - OPTION 2 BID ITEM 0045AA AND 0045AB

1.3.19.1 Payment

1.3.19.2 Measurement

1.3.19.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 03 - Page 3

SECTION 01 22 00.00 03

MEASUREMENT AND PAYMENT

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Detailed Breakdown of Bid; G,CM

For the purpose of making monthly estimates for partial payments to the Contractor, the Contractor shall submit for approval, within fifteen (15) calendar days after the effective date of this Contract, a detailed breakdown of the estimated value of the work to be done under each of the items included in this Contract. In the case of a lump sum item, the detailed breakdown shall give a schedule of costs of the various parts of the work, including quantities. The total of these costs shall equal the total amount of the Contract. The breakdown shall be divided so that it provides adequate information and in a form suitable for tracking progress payments and in such a form that payments due various Subcontractors may be checked by the Government.

These detailed breakdowns shall be in such form and in such detail and supported as to correctness by such data as the Government may require. No payment to the Contractor shall be made until the detailed breakdown and the progress schedule, as required, have been submitted by the Contractor and approved by the Government.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum 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.

1.2.1 MOBILIZATION AND DEMOBILIZATION - BASE BID ITEM 0001

1.2.1.1 Payment

Payment will be made for assembling all plant and equipment at the site preparatory to initiating the work and for removing it therefrom when the

SECTION 01 22 00.00 03 - Page 4 drilling and grouting program has been completed, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Sixty (60) percent of the contract lump-sum price for mobilization and demobilization will be paid following completion of moving onto the site, including complete assembly, in working order, of all equipment necessary to perform the required drilling and grouting operations. The remaining forty (40) percent of the contract lump-sum price will be paid when all equipment has been removed from the site and all surfaces and grading is restored to existing conditions per the Plans and Specifications. All costs associated with this item shall be included in the lump sum contract price for Item 0001 of the BIDDING SCHEDULE. All costs for all incidental work required in performance of the work under this contract not covered elsewhere shall be included in this item.

1.2.1.2 Measurement

No separate measurement will be made for any work items within this Bid Item.

1.2.1.3 Unit of Measure

Unit of measure: lump sum (LS)

1.2.2 PROJECT SIGNS - BASE BID ITEM 0002

1.2.2.1 Payment

Payment will be made for furnishing all labor, equipment and materials for the project signs, safety signs and warning signs as specified in Section 01 58 00.00 03 PROJECT SIGN AND SAFETY SIGN. All costs associated therewith shall be included in the lump sum contract price for Item 0002 of the BIDDING SCHEDULE.

1.2.2.2 Measurement

No separate measurement will be made for any work items within this Bid Item.

1.2.2.3 Unit of Measure

Unit of measure: lump sum (LS)

1.2.3 PERFORMANCE AND PAYMENT BONDS - BASE BID ITEM 0003, OPTION 1 BID ITEM

0023 AND OPTION 2 BID ITEM 0041

1.2.3.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. All costs associated with this item shall be included in the lump sum contract price for ITEMS 0003 of the BIDDING SCHEDULE. The Government will pay either the actual cost of the performance and payment bonds or the Contractor's bid price, whichever is less.

1.2.3.2 Measurement

No separate measurement will be made for any work items within this Bid Item.

SECTION 01 22 00.00 03 - Page 5

1.2.3.3 Unit of Measure

Unit of measure: lump sum (LS)

1.2.4 WORK PLATFORM - BASE BID ITEM 0004 AND OPTION 1 BID ITEM 0024

1.2.4.1 Payment

Payment for the Work Platform will be made at the contract lump sum price.

Such price shall include all costs associated with construction and completion of the stable work platform with Satisfactory Materials including clearing and grubbing, stripping, sludge removal and disposal, coordination with adjacent contractors, excavating, loading, hauling, placing and compacting to the required degree of compaction to support the construction equipment, earth slope stabilization, rough grading, fine grading, concrete and all other items incidental to the construction and completion of the work to construct a work platform. Payment will incude all costs for demolition, removal and restoration of the alignment to the original lines and grades. Payment will constitute full compensation for all labor, materials, equipment, tools, supplies, and incidentals necessary to complete the work, as specified in the applicable portions of Section 31 00 00 EARTHWORK. Existing embankment and cap associated with the soil-bentonite cutoff wall shall be protected from grading activities associated with this contract. Damage to the overburden groundwater cutoff wall embankment and the cap caused by the Contractor shall be repaired to existing condition by the Contractor at no additional cost.

1.2.4.2 Measurement

No separate measurement will be made for any work items within this Bid Item.

1.2.4.3 Unit of Measure

Unit of measure: lump sum (LS)

1.2.5 AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM (SETUP &

CALIBRATION) - BASE BID ITEM 0005

1.2.5.1 Payment

Payment will be made for furnishing, installing and operating all equipment, materials and computer hardware and software necessary for properly installing and operating a computer-assisted grout placement recording display and control system, as specified in the applicable portions of SECTION 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. This shall include providing and setup of data collection ports, connections, cables, printing, plotting, data recording and data transfer devices for purposes of tracking of quantities and instant analyses of water pressure tests and grout placement. This shall also include testing and calibrating the system prior to production grouting to verify the devices and system are functioning properly and the system is accurately receiving and recording the data. Payment shall include any royalties or subcontract costs associated with this item. The cost to provide qualified personnel to operate the system shall be included in BASE BID ITEM 0007 AND OPTION BID ITEM 0025 of the BIDDING SCHEDULE.

1.2.5.2 Measurement

No separate measurement will be made for any work items within this Bid

SECTION 01 22 00.00 03 - Page 6

Item.

1.2.5.3 Unit of Measure

Unit of measure: lump sum (LS)

1.2.6 CONCRETE TUNNEL PLUG - BASE BID ITEM 0022

1.2.6.1 Payment

Payment for the concrete tunnel plug (abandoned 57th St. to 73rd St.

Tunnel) will be made at the contract lump sum price. Such price shall include all costs associated with construction and completion of the concrete tunnel plug required as part of this Contract to construct the grout curtain. Payment will constitute full compensation for all labor, materials, equipment, tools, supplies, and incidentals necessary to complete the work, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING and Section 03 31 00.00 03 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS and the contract drawings.

1.2.6.2 Measurement

No separate measurement will be made for any work items within this Bid Item.

1.2.6.3 Unit of Measure

Unit of measure: lump sum (LS)

1.2.7 WEBCAMS - OPTION 2 BID ITEM 0042

1.2.7.1 Payment

Payment for furnishing and setting up of the Webcams will be made at the contract lump sum price. Payment shall constitute full compensation for all material, labor, equipment, tools supplies and incidentals necessary to furnish, install and complete the work under specification Section 28 23 29.00 03 and as shown on the drawings. No separate payment will be made for poles and the training of personnel. These costs shall be deemed included in the bid lump sum price.

1.2.7.2 Measurement

Measurement for furnishing and setting up of the Webcams will be made as one lump sum unit to furnish and setup regardless of the number of times or seasons.

1.2.7.3 Unit of Measure

Unit of measure: lump sum (LS)

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 BIDDING SCHEDULE and described below. The unit 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

SECTION 01 22 00.00 03 - Page 7 reports, and for performing all work required for each of the unit price items.

1.3.1 AUTOMATED GROUTING CONTROL AND DATA COLLECTION SYSTEM (OPERATION) -

BASE BID ITEM 0007 AND OPTION 1 BID ITEM 0025

1.3.1.1 Payment

Payment will be made for providing qualified personnel to operate the computer-assisted grout placement recording display and control system, as specified in the applicable portions of SECTION 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. All other costs for initial setup and calibration, equipment and labor shall be included in BASE BID ITEM 0005 (lump sum).

1.3.1.2 Measurement

The operation of the automated grouting control and data collection system will be paid for on a monthly basis.

1.3.1.3 Unit of Measure

Unit of measure: month (MO)

1.3.2 DRILLING OVERBURDEN - BASE BID ITEMS 0007AA AND 0007AB AND OPTION 1

BID ITEMS 0026AA AND 0026AB

1.3.2.1 Payment

Payment will be made for costs associated with drilling and re-drilling primary, secondary, tertiary, and higher series holes through overburden, for drilling through overburden for initial and final verification purposes, and for furnishing all labor and supplies incidental to the work as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Linear feet drilled will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity".

Material, equipment and labor costs associated with installation and grouting of temporary steel or Schedule 40 PVC or other casing pipe directed by the COR through overburden into the top of rock shall be included in this item. Any casing or standpipe left in the ground shall be cut down a minimum of 2 feet below grade and covered following the completion of grouting and backfilling of the hole.

1.3.2.2 Measurement

Drilling of holes in overburden will be measured for payment on the basis of the linear feet of "initial quantity" and "over initial quantity" drilled for verification purposes, and primary, secondary, tertiary and higher order grout holes drilled in overburden, as shown or as directed.

1.3.2.3 Unit of Measure

Unit of measure: linear feet (LF)

SECTION 01 22 00.00 03 - Page 8

1.3.3 DRILLING ROCK - BASE BID ITEMS 0008AA AND 0008AB AND OPTION 1 BID

ITEMS 0027AA AND 0027AB

1.3.3.1 Payment

Payment will be made for costs associated with drilling and re-drilling primary, secondary, tertiary, and higher order holes in rock using diamond rotary or percussion drilling techniques with water flush; care and disposal of waste water and cuttings; clean-up of the site; furnishing, handling, transporting and storing of materials; and furnishing all labor and supplies incidental to the work as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Where required or directed to drill through previously set grout in any grout hole, payment for drilling through hardened grout will be made at 100% of the contract price for drilling holes in rock. Costs associated with the initial two drill rig setups on each grout hole shall be included in this item. Linear feet drilled will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity".

1.3.3.2 Measurement

Drilling of grout holes will be measured for payment on the basis of the linear feet of "initial quantity" and "over initial quantity" drilled for the primary, secondary, tertiary, and higher order holes, as shown or as directed.

1.3.3.3 Unit of Measure

Unit of measure: linear feet (LF)

1.3.4 ADDITIONAL HOLE SETUPS - BASE BID ITEMS 0009AA AND 0009AB AND OPTION

1 BID ITEMS 0028AA AND 0028AB

1.3.4.1 Payment

Payment will be made for each additional hole setup, beyond the required 2 rig setups, which may be required from circumstances encountered by loss of drilling fluid requiring downstage grouting and continued drilling.

1.3.4.2 Measurement

Measurement will be made for each additional hole setup required.

1.3.4.3 Unit of Measure

Unit of measure: each (EA)

1.3.5 BOREHOLE DEVIATION SURVEY - BASE BID ITEMS 0010AA AND 0010AB AND

OPTION 1 BID ITEMS 0029AA AND 0029AB

1.3.5.1 Payment

Payment will be made for the costs associated with satisfactorily completing each borehole survey on all primary holes and 20 percent of the remaining holes drilled below 10 feet below top of rock all initial primary holes, 50 of the remaining primary holes, and 10% of subsequent secondary and tertiary holes . Costs associated with providing and operating the required equipment shall be included in this cost.

SECTION 01 22 00.00 03 - Page 9

1.3.5.2 Measurement

Borehole deviation surveys will be measured for payment on the basis of satisfactorily completing each deviation survey.

1.3.5.3 Unit of Measure

Unit of measure: each (EA)

1.3.6 BOREHOLE CAMERA LOG - BASE BID ITEMS 0011AA AND 011AB AND OPTION 1

BID ITEMS 0030AA AND 0030AB

1.3.6.1 Payment

Payment will be made for the costs of providing and operating the borehole camera equipment to satisfactorily complete photographic logs of the required primary boreholes per specification and all final verification boreholes.

1.3.6.2 Measurement

Borehole camera logging will be measured for payment on the basis of linear feet successfully completed.

1.3.6.3 Unit of Measure

Unit of measure: linear feet (LF)

1.3.7 PRESSURE WASHING - BASE BID ITEMS 0012AA AND 0012AB AND OPTION 1 BID

ITEMS 0031AA AND 0031AB

1.3.7.1 Payment

Payment will be made for pressure washing of grout holes and verification holes as well as making and breaking connections incidental to the work as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Payment will be based upon the total amount of time required by the Government for pressure washing, determined by reducing the accumulative total number of minutes of operation for all the grout holes to the next whole hour. No payment will be made for time lost due to fault or negligence of the Contractor, or due to defective equipment furnished by the Contractor or interruption of activities. Time for pressure washing will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity".

1.3.7.2 Measurement

Pressure washing will be measured for payment on the basis of the actual time, during which fluid is injected, of "initial quantity" and "over initial quantity" for the grout holes and verification holes, as shown or as directed. Pressure washing will be measured from the time pumping is begun on a hole or section of a hole until the time pumping is completed on the hole or section of the hole as determined by the Contracting Officer.

Time will be measured cumulatively to the next whole minute of operation.

SECTION 01 22 00.00 03 - Page 10

1.3.7.3 Unit of Measure

Unit of measure: hours (HRS)

1.3.8 PRESSURE TESTING - BASE BID ITEMS 0013AA AND 0013AB AND OPTION 1 BID

ITEMS 0032AA AND 0032AB

1.3.8.1 Payment

Payment will be made for pressure testing of primary, secondary, tertiary, and higher order grout holes and verification holes, which includes the cost of making and breaking connections incidental to the work, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Payment will be based upon the total amount of time required per pump for pressure testing, determined by reducing the accumulative total number of minutes of operation. No payment will be made for time lost due to fault or negligence of the Contractor, or due to defective equipment furnished by the Contractor. Time for pressure testing will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity".

1.3.8.2 Measurement

Pressure testing will be measured for payment on the basis of the actual time, during which fluid is injected, for the primary, secondary, tertiary, and higher order holes and verification holes, as shown or as directed.

Pressure testing will be measured from the time pumping is begun on a hole or section of a hole until the time pumping is completed on the hole or section of the hole as determined by the Contracting Officer. Time will be measured cumulatively to the next whole minute of operation.

1.3.8.3 Unit of Measure

Unit of measure: hours (HRS)

1.3.9 TYPE II CEMENT IN GROUT - BASE BID ITEMS 0014AA AND 0014AB AND OPTION

1 BID ITEMS 0033AA AND 0033AB

1.3.9.1 Payment

Payment will be made for material costs associated with Type II Portland cement in grout, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Material costs will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity". Payment will be made at the applicable contract unit prices for materials contained in grout which are wasted, where the wasting is not due to negligence on the part of the Contractor. Separate payment will be made for materials used in grout as provided in unit price pay item(s) "Type II Cement in Grout"; "Admixtures in grout including but not limited to Pozzolans (Fly Ash), Superplasticizer, Viscosity Modifiers, Water Reducers, Accelerator or Retarders;" "Sand in Grout" and "Bentonite in Grout". Other admixtures, which may be used in the grout will not have a separate payment, but are considered as a subsidiary obligation of the Contractor.

SECTION 01 22 00.00 03 - Page 11

1.3.9.2 Measurement

Portland cement in grout will be measured for payment on the basis of the pounds of bulk weight of cement used in the grout satisfactorily placed in the primary, secondary, tertiary, and higher order holes, and in verification holes, as shown or as directed, or wasted when such wasting is not due to the Contractor's negligence.

1.3.9.3 Unit of Measure

Unit of measure: pounds (LBS)

1.3.10 BENTONITE IN GROUT - BASE BID ITEMS 0015AA AND 0015AB AND OPTION 1

BID ITEMS 0034AA AND 0034AB

1.3.10.1 Payment

Payment will be made for material costs associated with bentonite in grout, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Material costs will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity".

1.3.10.2 Measurement

Bentonite in grout will be measured for payment on the basis of the number of pounds of bentonite powder actually used in grout mixtures satisfactorily placed in the primary, secondary, tertiary, and higher order holes and verification holes, as shown or as directed.

1.3.10.3 Unit of Measure

Unit of measure: pounds (LBS)

1.3.11 ADMIXTURES IN GROUT (INCLUDING BUT NOT LIMITED TO POZZOLANS (FLYASH)

AND/OR SILICA FUME, SUPERPLASTICIZER, VICSCOSITY MODIFIERS, ACCELLERATORS,

RETARDERS, AND WATER REDUCERS IN GROUT) - BASE BID ITEMS 0016AA AND 0016AB

AND OPTION 1 BID ITEMS 0035AA AND 0035AB

1.3.11.1 Payment

Payment will be made for material costs associated with admixtures excluding bentonite and sand, but including and not limited to pozzolans (flyash and/or silica fume); Superplasticizers; Viscosity Modifiers;

Accellerators; Retarders and Water Reducers in grout; as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND

GROUTING.

1.3.11.2 Measurement

Admixtures in grout will be measured for payment on the basis of the total number of poundsgallons of grout mix satisfactorily placed in grout holes.

1.3.11.3 Unit of Measure

Unit of measure: cubic feetpounds (lbs) of grout mixadmixtures in groutcu.

ft.

SECTION 01 22 00.00 03 - Page 12

1.3.12 SAND IN GROUT - BASE BID ITEMS 0017AA AND 0017AB AND OPTION BID

ITEMS 0036AA AND 0036AB

1.3.12.1 Payment

Payment will be made for material costs associated with sand in grout, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION

DRILLING AND GROUTING.

1.3.12.2 Measurement

Sand in grout will be measured for payment on the basis of the number of pounds of sand, dry rodded measurement, used in the grout satisfactorily placed in the primary, secondary, tertiary, and higher order grout holes.

1.3.12.3 Unit of Measure

Unit of measure: pounds (LBS)

1.3.13 GROUT HOLE CONNECTIONS - BASE BID ITEMS 0018AA AND 0018AB AND OPTION

1 BID ITEMS 0037AA AND 0037AB

1.3.13.1 Payment

Payment will be made for each grout hole connection required for purposes of pressure grouting. Payment will not be made for connections made necessary by interruptions of grouting caused by the Contractor’s scheduling, loss of a grout stage or zone due to grout supply interruption or equipment malfunction, or negligence on the part of the Contractor.

1.3.13.2 Measurement

Measurement will be made for each additional grout hole connection required.

1.3.13.3 Unit of Measure

Unit of measure: each (EA)

1.3.14 PLACING GROUT - BASE BID ITEMS 0019AA AND 0019AB AND OPTION 1 BID

ITEMS 0038AA AND 0038AB

1.3.14.1 Payment

Payment will be made for labor and equipment costs associated with satisfactorily placing grout mixture in the primary, secondary, tertiary, and higher order grout holes and verification holes, which includes full compensation for proportioning the mix as directed and mixing and injecting the grout, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Time for placing grout per pump will be subdivided into initial and over initial quantity. The price for "over initial quantity" must be equal to or less than the price for "initial quantity". Payment will be based upon the total amount of time required per pump for placing grout, determined by reducing the accumulative total number of minutes of operation. No payment will be made for grout, or the material constituents thereof, wasted due to improper anchorage of grout pipe or connections, or which is wasted due to negligence on the part of the Contractor, nor for grout which is rejected by the Contracting Officer because of improper mixing.

SECTION 01 22 00.00 03 - Page 13

1.3.14.2 Measurement

The operation of placing grout will be measured for payment on the basis of the actual time for grout placement in the primary, secondary, tertiary, and higher order holes and verification holes, as shown or as directed.

Measurement for payment shall begin with the injection of grout, and end when grout injection ceases, except where intermittent grouting is ordered by the Contracting Officer. When intermittent grouting is ordered, measurement will stop when intermittent injection ceases. Placing grout mixture will be measured for payment on the actual time the pump is running for placement of grout in the formation. Time will be measured cumulatively to the next whole minute of operation.

1.3.14.3 Unit of Measure

Unit of measure: hours (HRS)

1.3.15 STANDBY TIME - BASE BID ITEMS 0020AA AND 0020AB AND OPTION 1 BID

ITEMS 0039AA AND 0039AB

1.3.15.1 Payment

Payment will be made for standby time when the Contractor could be providing services, but the Contracting Officer has directed the Contractor to discontinue servicing, and to remain on site and be prepared to resume services when directed by the Contracting Officer. This standby time is due to adjacent blasting operations work by others or work interuptions due to access road or ramp access blockages by others. Work stoppages caused by inclement weather or other safety reasons (e.g. breaks) do not constitute standby time.

1.3.15.2 Measurement

The Contractor's standby time for blasting will tracked by the Contracting Officer . Standby time will be measured by the quarter hour and paid by the hour by rounding totals to the nearest hour. All costs associated with this item shall be included in the unit price of the BIDDING SCHEDULE.

1.3.15.3 Unit of Measure

Unit of measure: hours (HRS)

1.3.16 VERIFICATION HOLES - BASE BID ITEMS 0021AA AND 0021AB AND OPTION

1ITEMS 0040AA AND 0040AB

1.3.16.1 Payment

Payment will be made for costs associated with rotary drilling rock for initial and final verification purposes; care and disposal of waste water;

clean-up of the site; furnishing and storing of core boxes for rock core samples, if cored; and for furnishing all labor and supplies incidental to the work, as specified in the applicable portions of Section 31 83 00.00 03 FOUNDATION DRILLING AND GROUTING. Payment for drilling through overburden for verification purposes will be made according to DRILLING OVERBURDEN, BASE BID ITEMS 0007AA AND 0007AB AND OPTION BID ITEMS 0026AA AND 0026AB.

Costs associated with drill rig setups on the hole, and costs to backfill by tremie method with grout including material constituents in the hole upon completion of drilling shall be included in this item. Payment will be made at the applicable contract unit prices for materials contained in

SECTION 01 22 00.00 03 - Page 14 grout which are wasted, where the wasting is not due to negligence on the part of the Contractor.

1.3.16.2 Measurement

Drilling of verification holes will be measured for payment on the basis of the linear feet of holes actually drilled in rock, as shown or as directed.

1.3.16.3 Unit of Measure

Unit of measure: linear feet (LF)1.3.17 GRADING AND SLOPE CONSTRUCTION -

OPTION 2 BID ITEMS 0043AA AND 0043AB

1.3.17.1 Payment

Payment will be made at the contract unit price for grading as described in Section 31 22 50 GRADING AND SLOPE CONSTRCUTION, including excavating, loading, hauling, stockpiling, and placing of this material. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. No separate payment will be made for grading outside of the limits indicated to be graded.

1.3.17.2 Measurement

Grading will be measured for payment on the basis of cubic yard. The quantity to be measured for payment shall be the actual number of cubic yards of material graded within the limits of construction designated on the plans and typical sections, or as directed by the Contracting Officer.

The Contractor shall perform original and final surveys for the purpose of measuring quantities for payment. The Contractor shall notify the Contracting Officer's representative sufficiently in advance of the start of the grading operation and upon completion of the grading operation to afford sufficient time during which to be present for the surveys. The Contractor shall have the surveys performed by an independent licensed surveyor. The original ground survey, final post-grading quantity survey and quantity calculations for each clearly definable section of work shall be submitted to the Government within 20 calendar days of completion of the grading operations in said section. Unless otherwise approved, pay estimate unit quantities for grading will be capped at 80% of the bid item quantity until the complete final quantity survey and quantity calculations have been submitted and approved. No separate measurement will be made for any work items associated with this bid item.

1.3.17.3 Unit of Measure

Unit of measure: cubic yard (CY)

1.3.18 GEOTEXTILE FABRIC - OPTION 2 BID ITEMS 0044AA AND 0044AB

1.3.18.1 Payment

Payment will be made at the contract unit price for Geotextile Fabric as described in Section 31 05 19.13 03 GEOTEXTILES USED AS FILTERS AND UNDERLAYS, including loading, hauling, storing, and placing of this material. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

SECTION 01 22 00.00 03 - Page 15

1.3.18.2 Measurement

Geotextile Fabric will be measured for payment on the basis of square yards. The total quantity of material for which payment will be made will be determined by the length and width.

1.3.18.3 Unit of Measure

Unit of measure: square yards (SY)

1.3.19 RIPRAP - OPTION 2 BID ITEM 0045AA AND 0045AB

1.3.19.1 Payment

Payment will be made at the contract unit price for placing riprap as described in Section 31 37 16.00 03 RIP-RAP FOR EROSION CONTROL. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work as indicated on the drawings.

1.3.19.2 Measurement

Riprap will be measured for payment by the ton. Weighing operations shall be performed offsite, as approved, in the presence of the Contracting Officer, unless waived. Each load shall be accompanied by duplicate copies of delivery tickets certified by the weighmaster. At a minimum each ticket shall contain the following: Date and time, Vehicle number, Gross weight, Vehicle tare weight, Net weight, Material weighed, and Signature of weighmaster. Delivery tickets shall be collected by the Contractor, and one copy thereof furnished to the Contracting Officer at the close of each day's operations.

1.3.19.3 Unit of Measure

Unit of measure: tons (TN)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 03 - Page 16

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 28 23 29.00 03

WEBCAM

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.3 SYSTEM DESCRIPTION

1.3.1 General

1.3.2 System Overall Reliability Requirement

1.3.3 Power Line Surge Protestion

1.3.4 Environmental Conditions

1.3.4.1 Field Equipment

1.3.5 Electrical Requirements

1.3.6 Manufacturers' Data Package

1.3.7 Manual Data Package

1.4 TESTING

1.5 MAINTENANCE AND SERVICE

1.5.1 General Requirements

1.5.2 Emergency Service

1.6 SUBMITTALS

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

2.2 ENCLOSURES

2.2.1 Exposed-to-Weather

2.2.2 Conduit-Enclosure Connections

2.3 SOLID STATE CAMERAS

2.3.1 High Resolution Color Camera

2.3.1.1 Solid State Image Array

2.3.1.2 Sensitivity

2.3.1.3 Camera Synchronization

2.3.1.4 Automatic Circuits

2.4 CAMERA LENSES

2.5 CAMERA HOUSINGS AND MOUNTS

2.5.1 Environmentally Sealed Camera Housing

2.6 WIRE AND CABLE

2.7 WORKSTATION SERVER

2.8 RADIO BASE STATION

2.9 WOODEN POLES

2.10 PREDELIVERY TESTING

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Current Site Conditions

3.1.2 Enclosure Penetrations

3.1.3 Wireless Ethernet Equipment

3.1.4 Camera Housings, Mounts, and Poles

3.2 SITE TESTING

3.2.1 General

3.2.2 Contractor's Field Testing

SECTION 28 23 29.00 03 - Page 1

3.2.3 Performance Verification Test

3.2.4 Endurance Test

-- End of Section Table of Contents --

SECTION 28 23 29.00 03 - Page 2

SECTION 28 23 29.00 03

WEBCAM

PART 1 GENERAL

1.1 REFERENCES

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

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C62.41 (1991; R 1995) IEEE Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits

1.2 MEASUREMENT AND PAYMENT

The measurement and payment for this section are described in Section

01 22 00.00 03 MEASUREMENT AND PAYMENT.

1.3 SYSTEM DESCRIPTION

1.3.1 General

The Contractor shall provide an IP camera (Webcam) system with two cameras (IP3 and IP 4) using wireless Ethernet connections to allow any user with a PC and Internet access to monitor ongoing Stage I and Stage II construction activities at the McCook Reservoir. IP3 and IP4 cameras are to be integrated with the existing system and software on site. Cameras IP1 and IP2 have previously been installed under a seperate contract and are currently accessible through two seperate ftp site. The Contractor shall configure the system as described and shown on the drawings and shall coordinate the system such that all four cameras are accessible through 1 ftp site. Existing system reference materials are attached. The system shall include all connectors, adapters, and terminators necessary to interconnect all equipment. A power supply source is available on site. See attached exhibit for locations of cameras.

1.3.2 System Overall Reliability Requirement

Contractor shall provide manufacturers' estimate of system reliability including all components and appurtenances as configured and installed including mean time between failure (MTBF). The system shall be designed such that signal encryption for virus protection is provided. An authorized firewall shall be in place to ensure that only webcam traffic can access the network and that no there can be no access to the network through the webcam system.

1.3.3 Power Line Surge Protestion

All equipment connected to AC power shall be protected from surges as described in IEEE C62.41. Fuses shall not be used for surge protection.

SECTION 28 23 29.00 03 - Page 3

1.3.4 Environmental Conditions

1.3.4.1 Field Equipment

The cameras and all other field equipment shall be rated for continuous operation under ambient environmental conditions of 14 degrees to 120 degrees F using no auxiliary heating or cooling equipment. Equipment shall be rated for continuous operation under the ambient environmental temperature, humidity, wind loading, ice loading, and vibration conditions specified or encountered for the installed location.

1.3.5 Electrical Requirements

Electrically powered equipment shall operate on 120 volt AC 60 Hz sources. Equipment shall be able to tolerate variations in the voltage source of plus or minus 10 percent, and variations in the line frequency of plus or minus 2 percent with no degradation of performance.

1.3.6 Manufacturers' Data Package

The data package shall include manufacturers' data for all materials and equipment provided under this specification and shall include the following:

a. Camera call-up response time.

b. System start up and shutdown procedures.

c. Manuals for IP Camera equipment.

d. Manuals for Wireless Ethernet equipment.

1.3.7 Manual Data Package

Final copies of each of the manufacturer's commercial manuals shall be delivered to the Government within 30 days after completing the endurance test. A manual shall describe all equipment furnished, including:

a. General hardware description and specifications.

b. Installation and checkout procedures.

c. System setup procedures.

d. Definitions of terms and functions.

h. Periodic maintenance requirements.

1.4 TESTING

The Contractor shall perform predelivery testing, site testing, and adjustment of the completed IP camera system. The Contractor shall provide all personnel, equipment, instrumentation, and supplies necessary to perform all testing. Written notification of planned testing shall be given to the Government at least 7 days prior to the test.

SECTION 28 23 29.00 03 - Page 4

1.5 MAINTENANCE AND SERVICE

1.5.1 General Requirements

The Contractor shall provide all services required and equipment necessary to maintain the entire IP camera system in an operational state as specified for the duration of the contract after completion of the endurance test, and shall provide all necessary material required for the work. The manufacturer's required adjustments and all other work necessary shall be provided.

1.5.2 Emergency Service

The Government will initiate service calls when the IP camera system is not functioning properly. Qualified personnel shall be available to provide service to the complete IP camera system. The Government shall be furnished with a telephone number where the service supervisor can be reached at all times. The IP camera system shall be restored to proper operating condition within 3 calendar days after receiving a request for service.

1.6 SUBMITTALS

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

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

SD-02…