AmndNo0004 09B0026-SPECS.PDF

PDF 662 KB Posted Jul 1, 2009

Attached to: C-17 Aircrew Life Support (ACLS) Facility, Dover Air Force Base, Dover, Delaware
Solicitation number: W912BU-09-B-0026
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Amendment No. 0004 Specs

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File	Type	Posted
Amnd0005 09B26.pdf	PDF	Jul 6, 2009
AmndNo0004 09B0026-DWGS.PDF	PDF	Jul 1, 2009
Amnd0003 09B26.pdf	PDF	Jun 25, 2009
AmndNo0002 09B26.PDF	PDF	Jun 18, 2009
09B0026-Specs-AM1.pdf	PDF	Jun 12, 2009
09B0026-DWGS-AM1.PDF	PDF	Jun 12, 2009
INSTRUCTIONS.pdf	PDF	May 22, 2009
09B0026-DWGS-1.PDF	PDF	May 22, 2009
09B0026-SPECS-VOL1.PDF	PDF	May 22, 2009
09B0026-DWGS-2.PDF	PDF	May 22, 2009
RFI Example.xls	XLS spreadsheet	May 22, 2009
09B0026-DWGS-3-REF.PDF	PDF	May 22, 2009
09B0026-SPECS-VOL2.PDF	PDF	May 22, 2009

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Amendment No. 0004 Invitation for Bids

W912BU-09-B-0026

14. DESCRIPTION OF AMENDMENT (continued)

a. RFIs with RESPONSES: RFIs with responses, annotated Amendment No. 0004 are attached to this amendment.

b. VOLUME 1 OF 2:

(1) Bid Schedule: Please delete page 00010-3 in its entirety and substitute the revised page 00010-3, annotated Amendment No. 0004, attached hereto.

(2) SECTION 00815 – WAGE RATES: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No.

0004, attached hereto.

(3) SECTION 01 11 00 - SUMMARY OF WORK: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

(4) SECTION 01 33 00 - SUBMITTAL PROCEDURES: Please delete pages 01 33 00 – 38 through 85 in their entirety and substitute revised pages 01 33 00 – 38 through 84, annotated Amendment No. 0004, attached hereto.

(5) SECTION 01 57 20 - ENVIRONMENTAL PROTECTION: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

(6) SECTION 07 22 00 - ROOF AND DECK INSULATION: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

(7) SECTION 07 61 13 - STRUCTURAL STANDING SEAM METAL ROOF (SSSMR) SYSTEM:

Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

(8) SECTION 08 44 00 – GLAZED CURTAIN WALL: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

(9) SECTION 08 51 14 - TRANSLUCENT PANEL WINDOWS: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

(10) SECTION 08 81 00 - GLAZING: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No.

0004, attached hereto.

c. VOLUME 2 OF 2:

(1) PROJECT TABLE OF CONTENTS VOLUME 2 of 2: Please delete the Project Table of Contents for Volume 2 in its entirety and substitute the revised pages, annotated Amendment No. 0004, attached hereto.

(2) SECTION 31 31 16 - TERMITE CONTROL SYSTEM: Please delete this section in its entirety.

14. DESCRIPTION OF AMENDMENT (continued)

(3) SECTION 31 60 00 - STONE COLUMNS FOR GROUND IMPROVEMENT: Please delete this section in its entirety and substitute the revised section of the same number, annotated Amendment No. 0004, attached hereto.

d. DRAWINGS:

(1) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 29 June 2009, attached hereto:

A2.1 A3.3.1 A3.3.2 A3.3.3 A3.4.1 A3.4.2 A3.4.3 A4.2.1

A6.1 D2.1 S0.1 S2.1 S3.1 S5.3

FA3.2

e. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0004. Failure to acknowledge all amendments may be cause for rejection of the bid.

IFB W912BU-09-B-0026

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION with RESPONSES

Solicitation No. W912BU-09-B-0016

7/1/2009

RFI #

Dwg Sheet/Spec Section Comment Response

1 07 42 13

1.2 on page 1 and 2.1 on page 5 call for the panel to have a flush face profile. Then in 2.1.3 on page 6 it calls out to be a mesa panel. we do have a flush panel it is the CFA - Arch. Panel.

However not in the 2.75 " thickness. The CF mesa we do have in the 2.75" thickness. See Amendment No. 0001.

2 07 42 13

2.2 page 6 on the factory Color Finish.it calls out a 3 coat and I am not clear on if you want this on both sides. See Amendment No. 0001.

I am writing in an attempt to have our N-Dek Interlocking and Composite Floor-Dek 2 metal decking products approved as equivalents to the specified products on this project.

Products are not approved before bid opening. Products meeting the requirements of the contract will be accepted. Substitution requests submitted by the Contractor are handled after contract award.

4 Doors Door # 101.1 does not show a door type or door material. Please clarify. See Amendment No. 0001.

5 Doors Door # 109B is marked as "Non-Used". Sheet A2.1 & A3.1.2 shows door 109B.1 is shown on the west elevation in frame mark 007. Please clarify. See Amendment No. 0001.

6 Doors Door # 101.1 appears to be in a frame not shown on either the door schedule, or on the window schedule. Please clarify. See Amendment No. 0004.

7 Is the "Courtyard Façade" the south elevation? See Amendment No. 0004.

a2.1 & A4.2.1

Entrance marked #109b.1 is shown on plans but in door schedule it is designated in remarks column as not used. Please clarify. See Amendment No. 0001.

9 A 4.3 Translucent panel spec section does not relate to system shown on drawings and details.

Specs call for arch window system. Please clarify. See Amendment No. 0004.

10 00843

In spec section 00843 page 14 it states the imported fill be left in place 30 days before we excavate for footers. This will bring the project tom a stop. We request 30 days be added to contract duration.

See Amendment No. 0004.

Page 5: section 1.8.d required an asbuilt survey by a liscense surveyor. Can this requirement be waived? As-built surveys are not typical in aggregate pier installations.

If the aggregate piers are installed within the tolerances provided in the specification the system will perform properly and any deviations shall be documented by the third party inspectors. The request for this waiver is due to constructability issues. The system that the aggregate pier installer is choosing to use is the mandrel type system called out in the specifications. One of the CQA procedures requires that the total volume of stone used for pier construction be recorded for each pier. As the typical mandrel installation requires stone placement from the bottom of the pier to the subgrade where the pier is installed from, - it is not feasible to install piers to exactly the design bottom of footing depth and record the pier location during installation. Therefore, the as-built location and elevation would have to be recorded during footing construction, which would require unnecessary scheduling delays.

11 31 60 00

Piers shall be surveyed only if they are outside of the tolerances provided in the specification, or are outside of the footing footprint which can be verified by the third party quality assurance inspector during footing placement.

Please bid as shown and specified.

12 31 60 00

Page 4, Section 1.7.a.1.d required a minimum pier depths of 20 ft below existing site grades. The depth of aggreage piers is typically designed by the specailty contractor. If the contractor can show that settlements are controlled with piers less than 20 ft deep will this requirement be waived?

Please bid as shown and specified.

13 31 60 00 Page 4, Section 1.7.a.3 in the phrase "compression pit piers" please consider deleting the word "pit" See Amendment No. 0004.

14 31 60 00

Section 3.4, Section e. refers to vibrated piers requiring confirmation borings. This does not corolate to Section C, which referes to to rammed piers. Please evaluate this section.

Please bid as shown and specified.

15 31 60 00 Section 2.1-b and c refers to laboratory testing on aggregate, who is responsible for this testing, the aggregate pier installer or the third party testing agency?

Please bid as shown and specified.

16 31 60 00 Secion 3.4.d DCP testing is not applicable for # 57 stone See Amendment No. 0004.

17 31 60 00 Section 3.5-a and b: who is responsible for obstruction removal the aggregate pier installer or the general contractor?

This is a contractual issue to be coordinated between the Contractor and any subcontractors the Contractor may employee.

RFI Replies - Page 1

18 31 60 00 Section 1.9-d .: who is responsible for protecting existing structures, the aggregate pier installer or the general contractor?

This is a contractual issue to be coordinated between the Contractor and any subcontractors the Contractor may employee.

A2.R

Will the Varco Pruden SLR standing seam roof system meet the qualifications of your specifications. It is our understanding that by the letter of the law no manufacture can meet your specification? Or can you give us a manufacture that meets the specification? See Amendment No. 0004.

08 51 14 page 3 2.1 Drawings show all window framing to be curtain wall type construction, but specs list kawneer 8325TL windows. See Amendment No. 0004.

DOD Specifications list UFC-4-010-01 should this code include change #1, 22 January 2007.

Example of reference: Detail 4 on Dwg S3.2, and Para 1.5.5 of section 08 44 00. See Amendment No. 0004.

22 076113

Unable to locate roof panel material supplier other than listed basis of design (Centria).

Centria will not generate pricing outside of limited approved applicators. This specification appears propriatary and sole-sourced due to heavy gauge (20) and 3" seam height. See Amendment No. 0004.

23 00870

Page 9, item 3.1 states "Asbestos-containing materials identified in Building 708 include a black waterproofing sealant applied to the perimeter walls." The Bid Form, Specification Section 00010-3 contains an item Option 5: 7. ACM Removal with double asterisk stating ** Quantity to be provided by Amendment at the bottom of the Bid Form. Per Amendment 0001, Specification Section 01 11 00, page 2, item 1.2.6.1 states "The demolition of Bldgs 707 and 708 includes removal of materials coated with asbestos containing waterproofing material, as specified in Section 02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS. A survey report is included in Section 00870 HAZARDOUS MATERIAL REPORT." Please provide a quantity for Bid Option5: 7. ACM removal. See Amendment No. 0004.

24 C1.9 Asbestos Notes - Note #3 states "Asbestos must be disposed of within the state of Delaware." Is this correct?

Please bid as shown and specified.

25 C1.9 General Notes - Note #5 states "Remove refrigerants from all refrigeration units and air conditioning units…." Please provide a quantity and/or source survey for pricing. See Amendment No. 0004.

26 31 31 16

I can only find one product (world-wide) meeting the specification criteria and no local distributors or installers. Is this a proprietary system? Will the Govt. consider alternative systems? See Amendment No. 0004.

The combination ftg E/2 - F/2 appears to occupy the same area as the specified 1A/S3.1 with similar condition at B1/C1 combination ftg. Obviously the column footings must take preidence, do we continue the perimeter walk ftg rebar in addition to the column ftg rebar or should the 1A & 7/F3.1 reinforcement be discontinued at the column footings? See Amendment No. 0004.

FP 2.1 and C 1.3a

Please advise if Post Indicator Valve shown on Drawing C 1.3a is shown in the correct location.

Please bid as shown and specified.

09-90- 00/A3.2.2 - A3.2.3 Does the exposed galvanized metal deck in Warehouse 121 get painted in the field? See Amendment No. 0004.

09-90-00/ A3.2.2 - A3.2.3 Does all exposed steel in Warehouse 121 get painted in the field? See Amendment No. 0004.

09-90- 00/A3.2.1 Does the exposed galvanized metal deck in Training Corridor 109B get painted in the field? See Amendment No. 0004.

09-90- 00/A6.1

Ceiling in Training Corridor 109B was changed from EF to EXP. To what extent is EXP ceiling in 109B 112, 113, 114 and 121 painted? See Amendment No. 0004.

33 09-90-00 We know that all sprinkler pipe is painted whether concealed or not. Please clarify extent of other MEP Painting and in which rooms it is Required. See Amendment No. 0004.

FA2.2 & Spec Div 28

Mass Notification drawing only shows location of 1 Local Operator Console. Detail shows

2. Please confirm if 2 consoles are to be installed and if so provide location of second console. See Amendment No. 0004.

E2L.1 & Spec Div 26

Revised drawing shows a large portion of the office area clouded and indicates in the note that conduit must be installed to meet requirements of the Classified area as it applies.

Need further clarification on what portion of the clouded area is classified and what is the classification. See Amendment No. 0001.

RFI Replies - Page 2

Amendment No. 0003

BID SCHEDULE

(To be attached to SF 1442)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

00010-3

BASE BID:

1. Air Crew Life Support Facility 1 Job LS $

OPTION 1:

2. Parking Lot 1 Job LS $

OPTION 2:

3. Concrete Sidewalk 240 LF $ $

OPTION 3:

4. Canopy 1 Job LS $

OPTION 4:

5. Demolition of Ramp and Leveler 1 Job LS $

OPTION 5:

6. Demolition of Bldg 707 and 708 1 Job LS $

7. ACM Removal 5 Ton $ $

8. Asbestos Pipe Insulation and Pipe Wrap Removal 350 LF $ $

OPTION 6:

9. Landscaping 1 Job LS $

TOTAL ESTIMATED BASE BID AND OPTIONS 1 THROUGH 6 AMOUNT: $ __________

NOTES:

Bidders must bid on all items.

Section 00815 Page 1

Section 00815

WAGE RATES

The work to be performed is classified as

BUILDING.

Section 00815 Page 2

General Decision Number: DE080005 06/26/2009 DE5

Superseded General Decision Number: DE20070012

State: Delaware

Construction Type: Building

County: Kent County in Delaware.

Modification Number Publication Date 0 02/08/2008 1 04/11/2008 2 06/20/2008 3 07/04/2008 4 07/18/2008 5 08/08/2008 6 10/24/2008 7 01/02/2009 8 03/20/2009 9 04/03/2009 10 05/01/2009 11 06/05/2009 12 06/12/2009 13 06/26/2009

ASBE0042-001 07/14/2008

Rates Fringes

Asbestos Worker/Heat and Frost Insulator..................$ 29.57 16.81

BRDE0001-002 05/01/2009

Rates Fringes

TILE FINISHER....................$ 20.87 13.30

TILE SETTER......................$ 27.13 15.93

BRDE0001-003 05/01/2009

Rates Fringes

BRICKLAYER.......................$ 27.50 15.93

CARP0454-005 07/01/2007

Rates Fringes

PILEDRIVERMAN....................$ 35.60 23.61+A

Footnote: PAID HOLIDAYS: Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (provided the employee works the day before

Section 00815 Page 3 the holiday and the day after the holiday).

CARP0626-001 05/01/2007

Rates Fringes

CARPENTER

Including Acoustical Ceiling Install, and Drywall Hanging.............$ 28.82 15.09 Scaffold....................$ 29.57 15.09

CARP1545-001 05/01/2007

Rates Fringes

MILLWRIGHT.......................$ 31.07 22.13

CARP1823-006 05/01/2008

Rates Fringes

Soft Floor Layers, Carpet and Vinyl............................$ 26.11 15.38

ELEC0313-001 12/01/2007

Rates Fringes

ELECTRICIAN......................$ 33.92 19.85

ENGI0542-018 05/01/2009

Rates Fringes

Operating Engineers:

Backhoes, Bulldozers, Cranes, Graders, Loaders, and Scrapers................$ 34.54 $18.77+A Roller......................$ 32.36 $18.17+A

FOOTNOTE: A. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, and Election Day (provided the employee works the scheduled work day following the holiday)

IRON0451-001 07/01/2008

Rates Fringes

IRONWORKER

Ornamental, Reinforcing Rigger and Structural.......$ 29.60 23.40

LABO0199-001 05/01/2008

Section 00815 Page 4

Rates Fringes

Laborers:

Brick Mason Tender, Cement/Concrete (Incl.

Mason Tending) and Power Tool Operator...............$ 22.00 12.60 Common/Unskilled............$ 21.75 12.60

* PAIN0021-017 05/01/2009

Rates Fringes

GLAZIER..........................$ 36.64 23.40

* PAIN0021-020 05/01/2009

Rates Fringes

Painters:

Brush and Roller............$ 24.43 13.28

PAIN0021-033 05/01/2008

Rates Fringes

Drywall Finisher/Taper...........$ 24.34 12.87

* PLAS0008-004 05/01/2009

Rates Fringes

PLASTERER........................$ 32.90 23.35

PLAS0592-033 05/01/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 29.88 12.74

ROOF0030-022 05/01/2009

Rates Fringes

ROOFER, Including Waterproofing....................$ 30.00 22.70

SFDE0669-001 04/01/2009

Rates Fringes

SPRINKLER FITTER.................$ 32.25 16.80

SHEE0019-003 07/01/2008

Rates Fringes

Section 00815 Page 5

Sheet Metal Worker (HVAC Duct Only)............................$ 31.86 29.63+A

FOOTNOTE A: PAID HOLIDAY: Election Day.

SUDE2007-001 08/16/2007

Rates Fringes

ABATEMENT WORKER:

ASBESTOS(Removal from Floors, Ceilings, Walls).................$ 18.68 6.89

OPERATOR: Forklift..............$ 31.28 6.70

PAINTER: Spray Only.............$ 21.43 8.08

PIPEFITTER, Including HVAC Pipe.............................$ 24.43 15.32

PLUMBER, Excluding HVAC Pipe.....$ 25.90 6.81

SHEETMETAL WORKER, Excluding HVAC Duct Installation...........$ 26.30 17.94

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in he matter? This can be:

Section 00815 Page 6

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board

Section 00815 Page 7

(formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section presents a general description of the work to be accomplished under this contract.

1.2 DESCRIPTION OF CONTRACT WORK

1.2.1 Base Bid Work

The Base Bid work for a new Air Crew Life Support (ACLS) facility;

including removal of security fencing, existing parking lot (area under ACLS Bldg) and provision of new steel frame low bay structure with reinforced concrete foundation and floor slab, stone column installation for ground improvement, earthwork, excavation and filling, masonry walls/finish system, sloped metal roof, fire protection and detection systems, communications, utilities, pavements, site improvements, and all necessary support. Includes antiterrorism force protection requirements identified in DoD Unified Facilities Criteria. No construction activities on the sanitary sewer collection and local transmission system shall be performed by the contractor until the necessary permits have been obtained by the contractor and submitted to the Contracting Officer for approval.

Additional information for Kent County Sewer Impact fees/permits is in Section 33 30 00 SANITARY SEWERS.

1.2.2 Option 1 - Parking Lot

Option 1 work for final parking lot, includes the removal of the existing asphalt pavement but leaving the underlying concrete taxiway. Grade and construct a parking lot for 71 cars with curb and gutter, storm drainage, stall markings and lighting. Building 505 currently exists in the same location as the work of this option. The Government intends to demolish this building under a separate contract. The Government may award this option if the demolition of Building 505 is complete within the time specified in SC-1 of Section 00800 Special Clauses for the award of this option.

1.2.3 Option 2 - Concrete Sidewalk

Option 2 work includes the provision of approximately 240 linear feet of new 6 feet concrete sidewalk along service drive east of building from new parking lot to handicapped ramp shown as Item 16 on Drawing C1.5B.

1.2.4 Option 3 - Canopy

Option 3 work includes the canopy roof, snow guards, lighting, finishes, downspouts, splashblocks, metal stud framing and structure, including footings and columns. If this bid is not awarded, the existing roof and gutter system will run continuously without interruption. If this bid is used, the roof of the canopy will be incorporated into the main roof as indicated on the roof plan.

SECTION 01 11 00 Page 1

1.2.5 Option 4 - Demolition of Ramp and Leveler

Option 4 work includes the demolition of ramp and leveler shown as Item 5 on drawings C1.4A and C1.4B. Plans of existing ramp and levelers are shown on Drawing C5.3.

1.2.6 Option 5 - Demolition of Bldg 707 and 708

Option 5 work includes demolition of Buildings 707 and 708, including, but not limited to, removal of debris, fill excavation, regrade, and seed and mulch, as shown on Drawing C1.9. The work included in this option will not be permitted to commence until 30 calendar days after the beneficial occupancy date of the new Aircrew Life Support Facility.

All costs associated with the removal and disposal of all hazardous materials (as indicated in Section 00870 HAZARDOUS MATERIALS REPORT) in the Buildings 707 and 708, except asbestos related materials, shall be included in this Bid Item.

1.2.6.1 ACM Removal

The demolition of Bldgs 707 and 708 includes removal of materials coated with asbestos containing waterproofing material, as specified in Section 02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS. A survey report is included in Section 00870 HAZARDOUS MATERIAL REPORT.

1.2.6.2 Asbestos Pipe Insulation and Pipe Wrap Removal

The demolition of Bldgs 707 and 708 includes the removal of asbestos pipe insulation for high temperature hot water lines as as specified in Section 02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS. A survey report is included in Section 00870 HAZARDOUS MATERIAL REPORT.

1.2.7 Option 6 - Landscaping

Option 6 work includes landscaping at front of building as shown on drawings L1.1 and L1.2.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

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

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

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation (see Section 00891 WORK CLEARANCE REQUEST). For requirements associated with interruption of utilities, see Section 00800, Special Clause entitled "PHYSICAL DATA."

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, or paved surface where existing underground

SECTION 01 11 00 Page 2 utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

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-0

P ro du ct

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O W al l L ou ve rs 1.

O W al l L ou ve rs 2.

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D -0

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W al l l ou ve rs

G W al l l ou ve rs 2.

W al l l ou ve rs

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D -0

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O W al l L ou ve rs 2.

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D -0

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C ol or S ch ed ul e

S D

-0

S ho p D ra w in gs

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S D

-0

P ro du ct

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C em en tit io us b ac ke r u ni tsSU

B M

L R

C O

A C

T N

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L O

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(f) (g

(i)

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Se ct io n

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R M

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A cc es so rie s

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Lo ca l/R eg io na l M at er ia ls 1.

E nv iro nm en ta l D at a S

D -0

C er tif ic at es 2.

A sb es to s Fr ee M at er ia ls

S D

-0

M an uf ac tu re r’s In st ru ct io ns 2.

O M at er ia l S af et y D at a

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M an uf ac tu re r m ai nt en an ce in st ru ct io ns

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C lo se ou t S ub m itt al s 1.

Lo ca l/R eg io na l M at er ia ls 2.

G yp su m

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(f) (g

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(f) (g

(i)

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A G

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D -0

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-0

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(f) (g

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A pp ro ve d M an uf ac tu re r's

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S D

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(f) (g

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Se ct io n

B M

R M

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C re w L ife S up po rt B ld g

Fi re

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S ub m itt al s

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M at er ia ls a nd E qu ip m en t 1.

H yd ra ul ic C al cu la tio ns 1.

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P re lim in ar y

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Fi na l A cc ep ta nc e

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G O n-si te T ra in in g

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S pr in kl er S ys te m In st al le r

S D

-0

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Fi na l A cc ep ta nc e

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-0

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D -1

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S D

-0

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M at er ia ls

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G O V T O R A / E R E V W R S

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(f) (g

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B M

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A E

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P lu m bi ng S ys te m S

D -0

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O Te st s, F lu sh in g an d D is in fe ct io n

G A

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D -0

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-0

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R C

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(f) (g

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B M

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(f) (g

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-0

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-0

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S D

-0

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(f) (g

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D -1

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-0

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(f) (g

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B M

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G A

B P ro ce du re s 1.

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D -0

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D -0

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G en er al

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R C

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(f) (g

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R M

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S E

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M at er ia ls 2.

Ja ck et s

S D

-0

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G A

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G A

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D -0

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G A

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G A

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R C

O N

C T

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C A

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C O

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C H

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D A

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N A

P P

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T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

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D A

W D

P P

R A

D A

C D

M C

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D A

W D

R R

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D A

C D

M O

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A C T I O N C O D E

D A

F A

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M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

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