Attachment_8_-_Schedule_of_Submittals.xlsx

XLSX spreadsheet 41 KB Posted Jul 20, 2018

Attached to: Taxiway Repair Project (Construction) Federal contract opportunity
Solicitation number: FA3099-18-R-0013
Issued by: Department of the Air Force Air Education and Training Command

About this file

From the source

Solicitation Attachment 8

View the file

Other files for this federal contract opportunity

Other files attached to Taxiway Repair Project (Construction), newest first.
File	Type	Posted
181012_Synopsis_of_Award.pdf	PDF	Oct 12, 2018
Taxiway_Bravo_QAs_(Amnt._02).pdf	PDF	Aug 14, 2018
180814_Amendment_02.pdf	PDF	Aug 14, 2018
Taxiwya_Bravo_QAs_(Amnt._02).pdf	PDF	Aug 14, 2018
180727_Amendment_01.pdf	PDF	Jul 27, 2018
FA3099-18-R-0013,_Repair_Taxiway_Bravo_Solicitation.pdf	PDF	Jul 20, 2018
Attachment_3_-_Financial_Responsibility_Sheet.pdf	PDF	Jul 20, 2018
SOW_Attachment_4_-_LAFB_Specific_Environmental_Requirements.doc	DOC document	Jul 20, 2018
SOW_Attachment_2_-_100__Design_Specifications.pdf	PDF	Jul 20, 2018
SOW_Attachment_3_-_Laughlin_AFB_Division_01_Specs.pdf	PDF	Jul 20, 2018
Attachment_1_-_Statement_of_Work_(SOW).pdf	PDF	Jul 20, 2018
Attachment_6_-_Past_Performance_Questionnaire.pdf	PDF	Jul 20, 2018
Attachment_4_-_Notification_of_Compliance_with_Contract_Insurance_Requirements.pdf	PDF	Jul 20, 2018
Attachment_7_-_Blank_DD_Form_1354.pdf	PDF	Jul 20, 2018
Attachment_2_-_AETC_Form_47_Recovered_Materials_Determination.pdf	PDF	Jul 20, 2018
SOW_Attachment_6_-_Blank_Progress_Schedule_and_Progress_Report.xltx	XLTX file	Jul 20, 2018
Attachment_5_-_Wage_Determination.pdf	PDF	Jul 20, 2018
SOW_Attachment_5_-_Installation_Excellence_Guide.pdf	PDF	Jul 20, 2018
SOW_Attachment_1_-_100__Design_Drawings_OPT.pdf	PDF	Jul 20, 2018

Show all 19

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Table 1

SUBMITTAL REGISTER CONTRACT NO.

FA3099-17-F-0044

	TITLE AND LOCATION
Repair Taxiway Bravo				CONTRACTOR
	A C T I V I T Y
N O	T R A N S M I T T A L
N O	REFERENCE (ATTACHMENT 2 - SPECIFICATIONS UNLESS OTHERWISE STATED)	DESCRIPTION ITEM SUBMITTED	P A R A

G # R A P H G O V C T L A O S R S I A F / I E C A R T E I V O W

N R

CONTRACTOR: SCHEDULE DATES

CONTRACTOR ACTION

APPROVING AUTHORITY

MAILED TO CONTR/

DATE RCD FRM APPR AUTH

REMARKS

SUBMISSION DATE

SUBMIT

APPROVAL NEEDED BY

MATERIAL NEEDED BY

A C T I O N

C O D E

DATE OF ACTION

DATE FWD TO APPR AUTH/

DATE RCD FROM CONTR

DATE FWD TO OTHER REVIEWER

DATE RCD FROM OTH REVIEWER

A C T I O N

C O D E

DATE OF ACTION

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)

(k)

(l)

(m)

(n)

(o)

(p)

(q)

(r)

02 41 00

SD-01 Preconstruction Submittals

NLT 30 Days after NTP 1

Demolition Plan

1.2.1

Existing Conditions

1.10

SD-07 Certificates

No Less Than 10 Days Before Construction

Notification

1.6

SD-11 Closeout Submittals

NLT 14 Days after Construction ends

Receipts

03 30 53

SD-02 Shop Drawings

NLT 30 Days after NTP 1

Installation Drawings

1.5

SD-03 Product Data

NLT 30 Days after NTP 1

Air-Entraining Admixture

2.2.3.1

Accelerating Admixture

Water-Reducing or Retarding

2.2.3.2

Admixture

Curing Materials

2.2.7

Expansion Joint Filler Strips,

Premolded

Joint Sealants - Field Molded

Sealants

Waterstops

Chemical Floor Hardener

Batching and Mixing Equipment

Conveying and Placing Concrete

3.2

Formwork

Mix Design Data

2.3

Ready-Mix Concrete

2.3

03 30 53

Curing Compound

2.4.1

Mechanical Reinforcing Bar

2.2.5

Connectors

SD-06 Test Reports

NLT 3 Days after Testing

Aggregates

2.2.2

Concrete Mixture Proportions

2.1.3

Measurement of Floor

Tolerances

Compressive Strength Testing

3.8.3

Slump

3.8.3

Air Content

3.8.3

Water

2.2.4

SD-07 Certificates

No Less Than 10 Days Before Construction

Cementitious Materials

2.2.1

Pozzolan

CPG for recycled materials or

1.5.1

appropriate Waiver Form

Aggregates

2.2.2

Delivery Tickets

2.3

SD-08 Manufacturer’s Instructions

NLT 30 Days after NTP 1

Chemical Floor Hardener

Curing Compound

2.4.1

03 42 13.00 10

SD-01 Preconstruction Submittals

NLT 30 Days after NTP 1

Quality Control Procedures

1.3.2.2

SD-02 Shop Drawings

NLT 30 Days after NTP 1

Standard Precast Units

2.1.1

03 42 13.00 10

Custom-Made Precast Units

2.1.2

Special Finishes

3.2.4.3

SD-03 Product Data

NLT 30 Days after NTP 1

Standard Precast Units

2.1.1

Proprietary Precast Units

2.1.3

Embedded Items

3.1.3

Accessories

2.2.4

SD-05 Design Data

NLT 30 Days after NTP 1

Design Calculations

2.1.2

Concrete Mix Proportions

2.1.5.1

SD-06 Test Reports

NLT 3 Days after Testing

Test Reports

1.3.2.4

SD-07 Certificates

No Less Than 10 Days Before Construction

Quality Control Procedures

1.3.2.2

SD-11 Closeout Submittals

NLT 14 Days after Construction ends

Recycled content for fly ash and

pozzolan

Recycled content for Ground Iron

Blast-Furnace Slag

Recycled content for Silica Fume

Recycled content for Synthetic

Fiber Reinforcement

Recycled content for steel

03 99 99

SD-02 Shop Drawings

NLT 30 Days after NTP 1

Installation Drawings

1.4

SD-03 Product Data

NLT 30 Days after NTP 1

03 99 99

Air-Entraining Admixture

2.2.3.1

Water-Reducing or Retarding

2.2.3.2

Admixture

Batching and Mixing Equipment

Conveying and Placing Concrete

Mix Design Data

2.3

Ready-Mix Concrete

SD-06 Test Reports

NLT 3 Days after Testing

Aggregates

Concrete Mixture Proportions

Compressive Strength Testing

3.4.3

Slump

Air Content

3.4.3

Water

2.2.4

SD-07 Certificates

No Less Than 10 Days Before Construction

Cementitious Materials

2.2.1

Pozzolan

Aggregates

Delivery Tickets

2.3

26 05 13.00 40

SD-03 Product Data

NLT 30 Days after NTP 1

Single-Conductor Shielded

2.2.1

Cables

SD-06 Test Reports

NLT 3 Days after Testing

Dielectric-Absorption Tests

3.2

Medium-Voltage Tests

3.2

SD-07 Certificates

No Less Than 10 Days Before Construction

26 05 13.00 40

Lead Sheath

Flammability

Minimum Bending Radius

3.1.4

Medium-Voltage Tests

3.2

Dielectric Absorption Tests

3.2

Cable Splicers

1.4

SD-08 Manufacturer’s Instructions

NLT 30 Days after NTP 1

Medium-Voltage Power Cables

3.3

Pothead Terminations

3.3

26 13 01

SD-02 Shop Drawings

NLT 30 Days after NTP 1

Switchgear Drawings

1.3.1

SD-03 Product Data

NLT 30 Days after NTP 1

Fuse Time-Current Characteristic

1.3.3

Curves

Air Insulated Pad-mounted

Switchgear

Insulated High Voltage

2.2

Connectors

SD-06 Test Reports

NLT 3 Days after Testing

Acceptance Checks and Tests

3.4.1

SD-07 Certificates

No Less Than 10 Days Before Construction

Paint Coating System

1.3.2

SD-09 Manufacturer’s Field

NLT 30 Days after NTP 1

Reports

Switchgear design and

2.4.1

production tests

26 13 01

SD-10 Operation and Maintenance

NLT 14 Days after Constructoin Ends

Data

Air Insulated Pad-Mounted

Switch Operation and

Maintenance

26 56 20.00 10

SD-02 Shop Drawings

NLT 30 Days after NTP 1

Lighting and Visual Navigation

2.1

Aids

As-Built Drawings

1.4.5

SD-03 Product Data

NLT 30 Days after NTP 1

Materials and Equipment

2.2

SD-06 Test Reports

NLT 3 Days after Testing

Field Quality Control

3.20

Visual Inspection

3.20.2

SD-07 Certificates

No Less Than 10 Days Before Construction

Qualifications

1.4.2

Materials and Equipment

2.2

SD-10 Operation and Maintenance

NLT 14 Days after Constructoin Ends

Data

Operation and Maintenance

Procedures

31 00 00

SD-01 Preconstruction Submittals

NLT 30 Days after NTP 1

Shoring

Dewatering Work Plan

SD-03 Product Data

NLT 30 Days after NTP 1

Utilization of Excavated Materials

3.8

31 00 00

Rock Excavation

1.5.1.2

Opening of any Excavation or

Borrow Pit

Shoulder Construction

SD-06 Test Reports

NLT 3 Days after Testing

Testing

3.17

Borrow Site Testing

2.1

SD-07 Certificates

No Less Than 10 Days Before Construction

Testing

3.17

32 01 19

SD-03 Product Data

NLT 30 Days after NTP 1

Manufacturer's

Recommendations

Equipment

3.1

SD-04 Samples

NLT 30 Days after NTP 1

Materials

1.3.1

SD-06 Test Reports

NLT 3 Days after Testing

Certified Copies of the Test

1.3.1

Reports

32 11 20

SD-03 Product Data

NLT 30 Days after NTP 1

Plant, Equipment, and Tools

1.4

Waybills and Delivery Tickets

SD-06 Test Reports

NLT 3 Days after Testing

Initial Tests

2.2.1

In-Place Tests

3.12.1

32 11 23

SD-03 Product Data

NLT 30 Days after NTP 1

Plant, Equipment, and Tools

1.4

32 11 23

Waybills and Delivery Tickets

SD-06 Test Reports

NLT 3 Days after Testing

Initial Tests

2.3.1

In-Place Tests

3.13.1

32 11 23.23

SD-03 Product Data

NLT 30 Days after NTP 1

Plants, Equipment, and Tools

1.3.1

Waybills and Delivery Tickets

SD-06 Test Reports

NLT 3 Days after Testing

Initial Tests

1.4.3.1

In-Place Tests

1.4.3.2

Test Section Construction Report

3.6.7

32 11 29

SD-03 Product Data

NLT 30 Days after NTP 1

Plant, Equipment, Machines, and

2.1

Tools

Mix Design

2.4

Waybills and Delivery Tickets

SD-06 Test Reports

NLT 3 Days after Testing

Sampling and Testing

3.5

Field Density

3.6.3

SD-07 Certificates

No Less Than 10 Days Before Construction

Bituminous Material

2.2.2

Lime

2.2.1

Laboratory

32 12 13

SD-03 Product Data

NLT 30 Days after NTP 1

Waybills and Delivery Tickets

Local/Regional Materials

32 12 13

SD-06 Test Reports

NLT 3 Days after Testing

Sampling and Testing

3.7

32 12 17

SD-04 Samples

NLT 30 Days after NTP 1

Bituminous pavement

1.3.2

SD-05 Design Data

NLT 30 Days after NTP 1

Job-mix formula

1.3.3

ASPHALT CEMENT BINDER

2.2

MIX DESIGN

2.3

SD-06 Test Reports

NLT 3 Days after Testing

Specific gravity test of asphalt

2.5.1

Coarse aggregate tests

2.5.1

Weight of slag test

2.5.1

Percent of crushed pieces in

2.5.1

gravel

Fine aggregate tests

2.5.1

Specific gravity of mineral filler

2.5.1

Bituminous mixture tests

2.5.1

Aggregates tests

3.5.2.1

Bituminous mix tests

3.5.2.2

Pavement courses

3.5.2.3

32 13 14.13

SD-03 Product Data

NLT 30 Days after NTP 1

Diamond Grinding Plan

2.1.7

Dowels

2.9.1

Dowel Bar Assemblies

2.9.2

Equipment

2.11

Proposed Techniques

3.1.2

32 13 14.13

SD-05 Design Data

NLT 30 Days after NTP 1

Preliminary Proposed

2.13.2

Proportioning

Proportioning Studies

2.13.2

SD-06 Test Reports

NLT 3 Days after Testing

Batch Plant Manufacturer's

1.4.1

Inspection Report

Slipform Paver Manufacturer's

1.4.1

Inspection Report

Sampling and Testing

2.1.4.1

Diamond Grinding of PCC

2.1.7

Surfaces

Mixer Performance (Uniformity)

2.11.2.3

Testing

Repair Recommendations Plan

3.9.1

SD-07 Certificates

No Less Than 10 Days Before Construction

Contractor Quality Control Staff

1.4.1

Laboratory Accreditation and

1.4.3

Validation

Commercial Laboratory

1.4.3.3

NRMCA Certificate of

2.11

Conformance

32 17 23

SD-03 Product Data

NLT 30 Days after NTP 1

Surface Preparation Equipment

List

Application Equipment List

2.1.1

32 17 23

Exterior Surface Preparation

3.2

Safety Data Sheets

1.3.1

Reflective media for airfields

2.2.2.1

Reflective media for roads

Waterborne Paint

2.2.1

Solventborne Paint

Thermoplastic compound

Raised Pavement Markers

Primers and Adhesives

SD-06 Test Reports

NLT 3 Days after Testing

Reflective Media for Airfields

2.2.2.1

Reflective Media for Roads

Waterborne Paint

2.2.1

Solventborne Paint

High Build Acrylic Coating

(HBAC)

Thermoplastic Compound

Raised Pavement Markers

Primers and Adhesives

Test Reports

3.4.1

SD-07 Certificates

No Less Than 10 Days Before Construction

Qualifications

Reflective Media for Airfields

2.2.2.1

Reflective Media for Roads

Waterborne Paint

2.2.1

Solventborne Paint

32 17 23

Volatile Organic Compound

1.3.1

Thermoplastic Compound

SD-08 Manufacturer’s Instructions

NLT 30 Days after NTP 1

Waterborne Paint

2.2.1

Solventborne Paint

Thermoplastic Compound

32 92 19

SD-03 Product Data

NLT 30 Days after NTP 1

Wood Cellulose Fiber Mulch

2.4.2

Fertilizer

2.3

SD-06 Test Reports

NLT 3 Days after Testing

Topsoil Composition Tests

2.2.2

SD-07 Certificates

No Less Than 10 Days Before Construction

Seed

2.1

SD-08 Manufacturer’s Instructions

NLT 30 Days after NTP 1

Erosion Control Materials

2.6

33 05 23.13

SD-01 Preconstruction Submittals

NLT 30 Days after NTP 1

Statement of Qualifications and

1.4

Records

SD-03 Product Data

NLT 30 Days after NTP 1

Polyethylene Pipe

1.4

Drilling Fluids

1.4

Additives

1.4

Mixtures

1.4

Safety Data Sheets

1.4

SD-05 Design Data

NLT 30 Days after NTP 1

Secondary Containment Plan

33 05 23.13

SD-06 Test Reports

NLT 3 Days after Testing

Soil Test Data

1.4

SD-07 Certificates

No Less Than 10 Days Before Construction

Drill Rod

2.1.1

SD-11 Closeout Submittals

NLT 14 Days after Construction ends

Record Drawings

3.3

Complete Work Logs of Guided

3.3

Directional Drill Operations

33 40 00

SD-04 Samples

NLT 30 Days after NTP 1

Pipe for Culverts and Storm

2.1

Drains

SD-07 Certificates

No Less Than 10 Days Before Construction

Resin Certification

Oil Resistant Gasket

Leakage Test

Hydrostatic Test on Watertight

3.8.1.1

Joints

Determination of Density

3.8.1.2

Frame and Cover for Gratings

2.2.4

Post-Installation Inspection

3.8.2.1.3

Report

33 46 16

SD-04 Samples

NLT 30 Days after NTP 1

Geotextile

2.2

Pipe and Pipe Fittings

2.1

SD-06 Test Reports

NLT 3 Days after Testing

33 46 16	Geotextile JP-4 Fuel Resistance
	Test
	SD-07 Certificates		No Less Than 10 Days Before Construction
	Geotextile	2.2
	Pipe and Pipe Fittings	2.1
33 71 02	SD-02 Shop Drawings
	Precast underground structures	1.4.1		G
	SD-03 Product Data		NLT 30 Days after NTP 1
	Medium voltage cable	2.2		G
	Medium voltage cable joints			G
	Medium voltage cable			G
	terminations
	Live end caps			G
	Precast concrete structures	2.7.1.1		G
	Sealing Material	2.7.1.4
	Pulling-In Irons	3.4.2
	Manhole frames and covers	2.7.2		G
	Handhole frames and covers	2.7.3		G
	Frames and Covers for Airfield	2.7.4		G
	Facilities
	Ductile Iron Frames and Covers	2.7.5		G
	for Airfield Facilities
	Composite/fiberglass handholes	2.7.7		G
	Cable supports	2.8		G
	SD-06 Test Reports		NLT 3 Days after Testing
33 71 02	Medium voltage cable	2.12.2		G
	qualification and production tests
	Field Acceptance Checks and	3.16.1		G
	Tests
	Arc-proofing test	2.12.1		G
	Cable Installation Plan and	3.3		G
	Procedure
	SD-07 Certificates		No Less Than 10 Days Before Construction
	Cable splicer/terminator	1.4.2		G
	Cable Installer Qualifications	1.4.3		G
	Certificate of Conformance	1.4.4		G

	Preconstruction Submittals
ATCH 3 LAFB Div 01	FAA FORM 7460-1	4-5.2.2	NLT 7 Days after NTP 1	G
ATCH 3 LAFB Div 01	Construction Site Plan	7-2	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	AF Form 103	5-9	No Less Than 30 Days before Construction	G
SOW	Progress Schedule	4.1	NLT 5 Days after NTP 1	G
ATCH 3 LAFB Div 01	Safety Plan	5-3	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	Environmental Protection Plan	8-5	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	Solid Waste Disposal Report	8-6	NLT 14 days after Final Inspection	G
ATCH 3 LAFB Div 01	Quality Control Plan	6-3	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	Quality Control Manager Quialifications	6-4	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	Hazardous Waste Disposal Documentation	8-12	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	Traffic Control Plan	7-3	NLT 30 Days after NTP 1	G
ATCH 3 LAFB Div 01	Airfield Driving Training Records		NLT 60 Days after NTP 1	G
	Construction Submittals
SOW	Progress Report	4.2	Every 14 Days	G
ATCH 3 LAFB Div 01	Meeting Minutes	3-5	NLT 3 Days After meeting	G
	Closeout Submittals
ATCH 3 LAFB Div 01	Quality Control Manager Punchlist	9-5	By Pre-Final Inspection	G
ATCH 3 LAFB Div 01	Draft DD Form 1354	9-4	By Pre-Final Inspection	G
ATCH 3 LAFB Div 01	Final DD Form 1354	9-4	At Final Inspection	G
ATCH 3 LAFB Div 01	As-Builts	9-2	Every Month	G
ATCH 3 LAFB Div 01	Construction Management Warranty Plan	9-2	NLT 7 Days after Final Inspection	G

&"Arial Narrow,Italic"URS 60556588 &"Arial Narrow,Italic"Page &P of &N &"Arial Narrow,Italic"100% - 07/09/2018

File details come from the government source that posted it.