4._LAFB_AF_Form_66.xls

XLS spreadsheet 101 KB Posted

Attached to
AIRFIELD & BASE PAVING IDIQ Federal contract opportunity
Solicitation number
FA4887-17-R-0002
Issued by
Department of the Air Force Air Education and Training Command

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Attachment 4 - LAFB AF Form 66

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1._LAFB_Statement_of_Work_rev._1.docx DOCX document
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ATTACHMENT PAV 4 - LAFB Airfield/Base Paving IDIQ - Submittal AF Form 66 - FA4887-16-R-0007PROJECT NUMBERPROJECT TITLESOLICITATION / CONTRACT NO.
SCHEDULE OF MATERIAL SUBMITTALS16-0050/16/0051LUKE AFB Airfield/Base Paving IDIQFA4887-16-R-0007
TO BE COMPLETED BY PROJECT ENGINEERTO BE COMPLETED BY CONTRACT ADMINISTRATOR
NO. OF COPIES REQUIRED
LINE NO.ITEM OR DESCRIPTION OF ITEM, CONTRACT REFERENCE, TYPE OF SUBMITTALCERTIFICATIONOF COMPLIANCESHOP DRAWINGSSAMPLESCOLOR SELECTIONMANUFACTURER'SRECOMMENDATIONSMANUFACTURER'SWARRANTYCATALOG DATAOPERATINGINSTRUCTIONSSEE PARAGRAPHREFERENCEOTHERREQUIRED SUBMISSION DATEDATE RECEIVED IN CON-TRACTINGDATE TO CIVIL ENGINEER-INGRETURN SUSPENSE DATEFOLLOW-UPDATE CONTRACTOR NOTIFIEDCONTRAC-TOR RE- SUBMIT-TALFINAL APPROVALREMARKS
APPROVEDDISAPPROVED
Summary of WorkOn completion
1[010110, 1.07, A]22of work
As-Built Record Drawings
Cutting and Patching
2[010450, 1.04, A-C]11In advance
Safety Requirements10 days
3[010700, 1.07, A]4after
Safety ProgramNOA
Construction Progress Mgmt Schedule10 days
4[013100, 1.02, A-H] 1-34after
SubmittalNTP
Construction Progress Mgmt Schedule30 Days
5[013100, 1.04, A-F]4after
Complete Network Analysis and DiagramsNTP
Construction Progress Mgmt Schedule30-calendar
6[013100, 1.02, A, 3]4day
Actual Construction Progress Reportintervals
Construction Progress Mgmt Schedule30 Days
7[013100, 1.09, 1.10]2after
Network Analysis Software, MS ProjectNTP
Quality Control30 Days
8[014000, 1.03, A]1after
AF Submittal Form 66NTP
Contractor Quality Control10 Days
9[014500, 1.03, A, 1]1after
Quality Control PlanNTP
Contractor Quality Control10 Days
10[014500, 1.03, A, 2]1after
Quality Control Manager QualificationsNTP
Construction Facilities and Temporary Controls30 days
11[01500, 1.02, A]1after
Sanitary/Toilet Facilities and Maintenance PlanNTP
Construction Facilities and Temporary Controls30 Days
12[015000, 1.02, B]1after
Plan for Storage AreasNTP
Construction Facilities and Temporary Controls30 Days
13[015000, 1.02, C]1after
Plan for Field OfficesNTP
Construction Facilities and Temporary Controls30 Days
14[015000, 1.02, D]21after
Plan for BarricadesNTP
Project Identification and Signs30 Days
15[015800, 1.04, A]33after
Shop DrawingsNTP
Contract CloseoutSee
16[017000, 1.03, A-B]1Specification
Final Inspection
Contract Closeout10 days
17[ 017000, 1.06, A-C]2Prior to
WarrantiesFinal Completion
Contract Closeout10 days
18[ 017000, 1.07, A]2Prior to
Spare Parts and Maintenance MaterialsFinal Completion
Special Conditions5 Calendar
19[018000, 1.02, A]1Days
Work Schedulein Advance
Special Conditions5 Working
20[018000, 1.04, A]1Days
Utility Outagesin Advance
Special Conditions5 Working
21[018000, 1.05, A]1Days
Contractor Storage Areasin Advance
Demolition5 Working
22044100, 1.211Days
Demolition Planin Advance
CAST-IN-PLACE STRUCTURAL CONCRETE30 Days
23[03 31 00.00 10, 2.4]3after
Curing MaterialsNTP
CAST-IN-PLACE STRUCTURAL CONCRETE30 days
24[03 31 00.00 10, 2.10.1]3after
Joint FillersNTP
CAST-IN-PLACE STRUCTURAL CONCRETE30 Days
25[03 31 00.00 10, 1.3]3after
Portland CementNTP
CAST-IN-PLACE STRUCTURAL CONCRETE30 days
26[03 31 00.00 10, 2.1]3after
Portland CementNTP
CAST-IN-PLACE STRUCTURAL CONCRETE30 Days
27[03 31 00.00 10, 3.2]3after
Ready-Mixed Concrete small projectNTP
CAST-IN-PLACE STRUCTURAL CONCRETE30 days
28[03 31 00.00 10, 2.7]3Prior to Use
Latex Bonding Agentof Materials
CAST-IN-PLACE STRUCTURAL CONCRETE6 months
29[03 31 00.00 10, 2.3]3before
Chemical AdmixturesNOA
CAST-IN-PLACE STRUCTURAL CONCRETE30 days
30[03 31 00.00 10, 2.8]3after
Epoxy-ResinNTP
CAST-IN-PLACE STRUCTURAL CONCRETE14 Days
31[03 31 00.00 10, 1.3.1]3Prior to Use
Mixture Proportionsof Materials
CAST-IN-PLACE STRUCTURAL CONCRETE30 days
32[03 31 00.00 10, 3.10]3after
Testing and Inspection for CQCNTP
Concrete Formwork10 Days
3331000, 1.023after
SubmittalsNTP
Concrete Reinforcement10 Days
3432000, 1.023after
SubmittalsNTP
CAST-IN-PLACE STRUCTURAL CONCRETE21 days
33[03 31 00.00 10, 1.5]23Prior to Use
Qualificationson Project
Lighting and Visual Navigation Aids30 Days
34[26 56 20.00 10, 1.3]33after
SD-02 Shop DrawingsNTP
As-Built Drawings30 days
35[26 56 20.00 10, 1.4.5]33after
SD-02 Shop DrawingsNTP
Materials and Equipment30 Days
36[26 56 20.00 10, 2.1]3after
SD-03 Product DataNTP
Lighting and Visual Navigation Aids30 days
37[26 56 20.00 10, 1.4.3]3after
Protection PlanNTP
Lighting and Visual Navigation Aids30 Days
38[26 56 20.00 10, 3.17]3after
Training Special ToolsNTP
Lighting and Visual Navigation Aids30 days
39[26 56 20.00 10, 3.19]3after
Posted InstructionsNTP
Lighting and Visual Navigation Aids30 Days
40[26 56 20.00 10, 3.16]3after
Field Quality ControlNTP
Lighting and Visual Navigation Aids30 days
41[26 56 20.00 10, 3.16.3]3after
Counterpoise System Test and InspectionNTP
Lighting and Visual Navigation AidsAfter
42[26 56 20.00 10, 1.4.2]3Completion
Qualificationsand Testing
Lighting and Visual Navigation AidsAfter Each
43[26 56 20.00 10, 2.1]3Stage is
Materials and EquipmentCompleted
EARTHWORK30 days
44[31 00 00, 3.7]3after
Utilization of Excavated MaterialsNTP
EARTHWORK30 Days
45[31 00 00, 3.3]6after
Opening of any Excavation or Borrow PitNTP
EARTHWORK30 days
46[31 00 00, 3.13]3after
Shoulder ConstructionNTP
EARTHWORKAdvance
47[31 00 00, 3.15]3Notice
Structural Excavationof Excavation
CLEARING AND GRUBBINGWithin
48[31 11 00, 2.1]424 Hours
Herbicideof Conclusion
Rubber and Paint Removal from Airfield Pavement10 days
49(32 01 11.51, 1.2)3after
SubmittalsNTP
SEALING OF CRACKS IN BITUMINOUS PAVEMENTS30 days
50[32 01 17.16, 3.3]3after
Installation of SealantNTP
SEALING OF CRACKS IN BITUMINOUS PAVEMENTS30 days
51[32 01 17.16, 1.4]3after
Quality AssuranceNTP
ASPHALT-RUBBER STRESS-ABSORBING MEMBRANE INTERLAYER60 days
52[32 01 17.62, 1.6.1]13Prior to
Asphalt Concrete Mix DesignUse
ASPHALT-RUBBER STRESS-ABSORBING MEMBRANE INTERLAYER15 days
53[32 01 17.62, 2.1.1]3Prior to Use
Asphalt-rubber cementof Materials
ASPHALT-RUBBER STRESS-ABSORBING MEMBRANE INTERLAYER30 days
54[32 01 17.62, 2.1.2]3Prior to Start
Emulsified Asphaltof Work
ASPHALT-RUBBER STRESS-ABSORBING MEMBRANE INTERLAYER30 days
55[32 01 17.62, 2.1.4]3after
SealantNTP
ASPHALT-RUBBER STRESS-ABSORBING MEMBRANE INTERLAYER30 days
56[32 01 17.62, 2.1.5]3after
Reinforcing Fabric UndersealNTP
FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS30 days
57[32 01 19, 2.2]33after
PrimersNTP
FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS30 days
58[32 01 19, 1.2]3after
System DescriptionNTP
FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS30 days
59[32 01 19, 1.4.1]3Prior to Use
Test Requirementon Project
Plant, Equipment, and Tools21 days
60[32 11 23, 1.3]3Prior to Use
SD-03 Product Dataon Project
AGGREGATE BASE COURSE21 days
61[32 11 23, 1.5]3Prior to Start
Sampling and Testingof Work
AGGREGATE BASE COURSE30 Days
62[32 11 23, 1.5.2.4]3after
Field Density TestsNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
63[32 11 33, 2.2.2.1]3after
Rigid Pavement Base CourseNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
64[32 11 33, 2.5]3Prior to Use
Mix Designon Project
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
65[32 11 33, 3.7.2.1]3Prior to Start
Aggregate Testingof Work
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 Days
66[32 11 33, 2.2.2]3after
Base Course AggregateNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
67[32 11 33, 2.4.1]3after
Compressive StrengthNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
68[32 11 33, 3.7.2.1]3after
Aggregate TestingNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
69[32 11 33, 3.7.2.6]3after
Laboratory TestNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 Days
70[32 11 33, 2.1]3after
CementNTP
CEMENT TREATMENT OF EXISTING AGGREGATE BASE COURSE AT AIRFIELDS30 days
71[32 11 33, 1.5.1]3after
Required DataNTP
BITUMINOUS TACK AND PRIME COATS30 Days
72[32 12 10, 1.4]3after
QUALITY ASSURANCENTP
BITUMINOUS TACK AND PRIME COATS30 days
73[32 12 10, 3.7]3after
Sampling and TestingNTP
BITUMINOUS SURFACE TREATMENT30 Days
7432 12 11, 1.13after
paybills and Delivery TicketsNTP
BITUMINOUS SURFACE TREATMENTWithin
7532 12 11, 2.1.2.1324 hours
Emulsified Asphaltof Completion
BITUMINOUS SURFACE TREATMENTWithin
7632 12 11, 2.1.2.2324 hours
Asphalt-Rubber Cementof Completion
BITUMINOUS SURFACE TREATMENT30 Days
7732 12 11, 2.1.33after
SealantNTP
BITUMINOUS SURFACE TREATMENT30 Days
7832 12 11, 1.5.23after
TestsNTP
BITUMINOUS SURFACE TREATMENT30 Days
79[32 11 33, 3.7.2.6]3after
Optimum Moisture Content and Maximum DensityNTP
BITUMINOUS SURFACE TREATMENT30 Days
80[32 11 33, 2.1]3after
CementNTP
BITUMINOUS SURFACE TREATMENT30 days
81[32 11 33, 1.5.1]3after
Location of Aggregate SourceNTP
BITUMINOUS TACK AND PRIME COATS30 Days
82[32 12 10, 1.4]3after
Quality AssuranceNTP
BITUMINOUS TACK AND PRIME COATS30 days
83[32 12 10, 3.7]3after
Sampling and TestingNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 Days
84[32 12 15, 1.4]3after
System DescriptionNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDSWithin
85[32 12 15, 2.3]324 hours
Mix Designof Completion
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 Days
86[32 12 15, 3.1]3after
Contractor Quality ControlNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 days
87[32 12 15, 2.2]3after
Asphalt Cement BinderNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 Days
88[32 12 15, 2.1]3after
AggregatesNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 Days
89[32 12 15, 3.1.3.10]3after
QC MonitoringNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 days
90[32 12 15, 2.2]3after
Asphalt Cement BinderNTP
HOT-MIX ASPHALT (HMA) FOR AIRFIELDS30 Days
91[32 12 15, 3.7]3after
Testing LaboratoryNTP
CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS MORE THAN 1,000 CUBIC YARDS30 days
92[32 13 11, 2.10]3after
EquipmentNTP
CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS MORE THAN 1,000 CUBIC YARDS30 Days
93[32 13 11, 3.1.2]3after
Proposed TechniquesNTP
CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS MORE THAN 1,000 CUBIC YARDS30 days
94[32 13 11, 2.12.2]3after
Proportioning StudiesNTP
CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS MORE THAN 1,000 CUBIC YARDS30 Days
95[32 13 11, 1.3.4]3after
Flexural StrengthNTP
CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS MORE THAN 1,000 CUBIC YARDS30 days
96[32 13 11, 1.5.1]3Prior to Use
Contractor Quality Control Staffof Materials
CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS MORE THAN 1,000 CUBIC YARDS6 months
97[32 13 11, 1.5.3]3before
Laboratory AccreditationNOA
COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS30 Days
98[32 13 73, 1.2]3after
System DescriptionNTP
COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS30 days
99[32 13 73, 3.1.1]3after
Manufacturer's InstructionsNTP
COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS21 days
100[32 13 73, 2.1]3Prior to Use
Compression Sealson Project
COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS21 days
101[32 13 73, 1.2.3]33Prior to Use
Test Requirementson Project
PAVEMENT MARKINGS60 days
102[32 17 24.00 10, 1.2]3Prior to Use
System Descriptionon Project
PAVEMENT MARKINGS21 days
103[32 17 24.00 10, 2.1]3Prior to Use
Compositionon Project
PAVEMENT MARKINGS30 Days
104[32 17 24.00 10, 1.4.1]3after
QualificationsNTP
PAVEMENT MARKINGS30 days
105[32 17 24.00 10, 2.3]3after
Sampling and TestingNTP
PAVEMENT MARKINGS30 Days
106[32 17 24.00 10, 2.1]3after
PaintNTP
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&L&"Arial,Bold"AF Form 66, Computer Generated&CPage &P of &N&R&D

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