08-1034 Specs En.pdf
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- Attached to
- Paint Airfield Markings Federal contract opportunity
- Solicitation number
- FA5575-09-R-0016
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Technical Specifications English
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| File | Type | Posted |
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| Attachment 4 - PPI Questionnaire.doc | DOC document | |
| Attachment 3 - PPI reference list.doc | DOC document | |
| Schedule of Material Submittals.xls | XLS spreadsheet | |
| AF 3052 Contractor.xls | XLS spreadsheet | |
| 08-1034 Specs Sp.pdf | ||
| R-597-26.zip | ZIP file | |
| FORMATO A0.zip | ZIP file | |
| FA5575-09-R-0016 Solicitation Document.pdf |
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PREPARED FOR DEPARTMENT OF THE
AIR FORCE
BY
AGILITY FIRST SUPPORT
ENGINEERING DESIGN SECTION
MORON AIR BASE
TECHNICAL PROVISIONS & SPECIFICATIONS FOR:
PROJECT QUUG 08-1034
PAINT AIRFIELD MARKINGS
Prepared by: _____________________________________________________________________ Name: Antonio Menéndez, CECDC Date: 10 Jun 09
Approved by:____________________________________________________________________ Name: Martin D. Lewis, P.E., CEC Date: 10 Jun 09
TP-2
LIST OF SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
01000 Scope of Work, Drawings and Special Conditions 11 01011 General Conditions 12
DIVISION 2 - SITE WORK
02683 Paint Removal from Airfield Pavements 9 06284 Painting for Airfield Markings 8
DIVISIONS 3 TO 16 - NOT USED
01000 - 1
SECTION 01000
SCOPE OF WORK, DRAWINGS AND SPECIAL CONDITIONS
1. SCOPE OF WORK:
The work includes, but is not limited to, the following items:
a. Topographical survey and on-site layout.
b. Pavement marking removal (markings to be removed are established next).
c. Loading of removed material.
d. Transportation of removed material to an authorized dump.
e. Pavement cleaning.
f. Concrete pavement shot blasting.
g. Lacquer priming coat on concrete pavement.
h. Pavement marking painting (markings to be painted are established next).
i. Final cleaning.
j. Delivery of As-Built drawings.
1.1 Basic Project: The following dimensions are approximately and the contractor has the responsibility to verify any and all of said dimensions.
1. Remove runway 20 threshold transverse stripe marking (180 m2
2. Remove runway 20 threshold transverse stripe marking outline (8.73 m
3. Remove the stretch (10.8 m
4. Remove both outlines (3.47 m
) of both runway side stripe markings between the runway 20 threshold marking and the runway 20 threshold transverse stripe marking to be removed.
5. Paint the outlines (418.14 m
) of both stretches of runway side stripe marking to be removed at runway 20 threshold.
6. Paint both stretches (36.36 m
) between the lateral stripes of the runway 20 threshold marking and between the central stripes of runway 20 threshold marking.
7. Remove runway 02 threshold transverse stripe marking (180 m
) of the overrun marking closest to the runway 20 threshold from the existing marking to the runway 20 threshold.
8. Remove runway 02 threshold transverse stripe marking outline (8.73 m
9. Remove the stretch (10.8 m
10. Remove both outlines (3.47 m
) of both runway side stripe markings between the runway 02 threshold marking and the runway 02 threshold transverse stripe marking to be removed.
11. Paint the outlines (418.14 m
) of both stretches of runway side stripe marking to be removed at runway 02 threshold.
12. Paint both stretches (36.36 m
) between the lateral stripes of the runway 02 threshold marking and between the central stripes of runway 02 threshold marking.
2) of the overrun marking closest to the runway 02 threshold from the existing marking to the runway 02 threshold.
01000 - 2
13. Paint the outline (0.85 m2
14. Remove the obscured transverse stripe marking (69.84 m
) of both stretches of the stripe of the runway shoulder marking at the concrete pavement for the south aircraft arresting system cable.
15. Remove five obscured arrow markings (98.35 m
) of the temporary displaced threshold at the north end of the runway.
16. Remove five obscured arrow markings (98.35 m
) of the temporary displaced threshold at the north end of the runway.
17. Remove one obscured close runway marking (135.04 m
) of the runway centerline at the north end of the runway.
18. Paint some stretches of Taxiway A centerline marking (2 m ) at the north end of the runway.
19. Paint both outlines of Taxiway A centerline marking (68.46 m ) [yellow color only].
20. Paint white circle and white arrow (4.78 m
21. Remove the interior outline of the circle and the arrow outline (3.59 m ) of TACAN marking at Taxiway A.
22. Repaint the Runway Holding Position marking (54.86 m
) of TACAN marking at Taxiway A.
23. Paint taxiway location information marking (5.61 m
) at Taxiway A [yellow color only].
24. Paint the outline (83.12 m ) at Taxiway A.
25. Paint some stretches of Taxiway B centerline marking (2 m
) of the north Taxiway A edge marking from the Runway Holding Position marking to Parallel Taxiway and of the south Taxiway A edge marking from the Parallel Taxiway to the Arm/Disarm Pad.
26. Repaint the Runway Holding Position marking (48.01 m
27. Paint taxiway location information marking (8.73 m ) at Taxiway B.
28. Paint two taxiway direction information markings (38.02 m ) at Taxiway B.
29. Paint aircraft stand direction information marking (16.69 m ) at Taxiway B.
30. Paint some stretches of Taxiway C centerline marking (2 m ) at Taxiway B.
31. Repaint the Runway Holding Position marking (48.01 m
32. Paint taxiway location information marking (8.80 m ) at Taxiway C.
33. Paint two taxiway direction information markings (38.69 m ) at Taxiway C.
34. Remove taxiway centerline marking and its corresponding outline (30 m ) at Taxiway C.
35. Paint taxiway centerline marking and its corresponding outline (30 m
) at the junction of Taxiway D and Runway 20.
36. Remove taxiway centerline marking and its corresponding outline (22 m
) at the junction of Taxiway D and Runway 20.
37. Paint taxiway centerline marking and its corresponding outline (22 m
) at the junction of Taxiway D and Taxiway C4.
38. Paint some stretches of Taxiway D centerline marking (2 m
) at the junction of Taxiway D and Taxiway C4.
39. Paint outline of some stretches of Taxiway D centerline marking (2 m
40. Paint white circle and white arrow (4.78 m
41. Repaint the Runway Holding Position marking (65.52 m ) of TACAN marking at Taxiway D.
2) at Taxiway D [yellow color only].
01000 - 3
42. Remove taxiway edge marking and its corresponding outline (6.65 m2
43. Paint taxiway edge marking and its corresponding outline (6.65 m
) at the junction of Taxiway D and Runway 20 and Taxiway C5.
44. Paint taxiway edge marking outline (181.21 m
) at the junction of Taxiway D and Runway 20 and Taxiway C5.
45. Paint taxiway direction information markings (47.16 m
) at Taxiway D from Runway Holding Position marking to Parallel Taxiway at both edges.
46. Paint taxiway location information marking (5.12 m ) at Taxiway D.
47. Remove traffic marking (111.81 m ) at Taxiway D.
48. Remove Intermediate holding position marking (6.75 m
) at Parallel Taxiway shoulder between the main apron and Taxiway C2.
49. Pintar Intermediate holding position marking (6.75 m
) at Parallel Taxiway in front of L taxilane at the main apron.
50. Remove both curves and its corresponding outline (42.10 m
) at Parallel Taxiway in front of the new L taxilane at the main apron.
51. Paint both curves and its corresponding outline (42.10 m
) of the taxilane L marking at the Parallel Taxiway.
52. Remove close taxiway marking (24.71 m
) of the taxilane L marking at the Parallel Taxiway.
53. Paint 6 intermediate holding position markings (34.02 m ) at the north end of Parallel Taxiway
54. Paint taxiway edge marking outline (79.84 m
) at the intersections of Parallel Taxiway and Taxiway C1, C2, and C3.
55. Paint taxiway location information markings (180.68 m
) at the intersections of Parallel Taxiway and Taxiway C2 and C3 and main apron.
56. Paint taxiway direction information markings (246.88 m ) at the Parallel Taxiway.
57. Paint aircraft stand direction information markings (364.33 m ) at the Parallel Taxiway.
58. Paint outline (13.68 m ) at the Parallel Taxiway.
59. Remove the restricted area marking (9.15 m ) of the Taxiway C2 intermediate holding position marking.
60. Paint Taxiway location information marking (8.28 m ) at Taxiway C2.
61. Paint Taxiway direction information marking (54.44 m ) at Taxiway C2.
62. Paint Taxiway centerline marking to access pad P5 (7.18 m) at Taxiway C2.
) at Taxiway C2.
63. Remove Taxiway C5 centerline marking (30 m2
64. Paint Taxiway C5 centerline marking (30 m ) at the junction with runway 20.
65. Paint No Entry marking (44 m ) at the junction with runway 20.
66. Remove Restricted Area marking (230.89 m ) at Taxiway C5.
67. Paint Restricted Area marking (230.89 m ) at the main apron.
68. Remove taxilane centerline marking and outline (61.16 m ) at the main apron.
69. Remove lead-in line marking and outline (80.40 m ) to access L parking row.
70. Remove aircraft stand centerline marking and outline (17.69 m ) to access L parking aircraft stands.
71. Paint taxilane centerline marking and outline (61.16 m
) to access L parking aircraft stands [7.37 m length from the existing lead-in line marking].
72. Paint lead-in line marking and outline (80.40 m ) to access L parking row.
2) to access L parking aircraft stands.
01000 - 4
73. Remove intermediate holding position marking and outline (923.54 m2
74. Paint intermediate holding position marking and outline (562.34 m ) at the main apron.
75. Paint hydrant pit marking and outline (222.78 m ) at the main apron.
76. Paint hydrant pit grounding marking and outline (32.69 m
) corresponding to parking rows from F to L at the main apron.
77. Paint tiedown point marking and outline (1,036.29 m
) corresponding to parking rows from F to L at the main apron.
78. Paint apron edge marking and outline (924.70 m
) corresponding to parking rows from F to L at the main apron.
79. Paint some stretches of taxilane centerline marking and outline (8.00 m ) at the main apron.
80. Paint aircraft stand direction information marking and outline (481.74 m
) at F and G parking rows.
81. Paint nose wheel stop bar marking and outline (120.96 m
) corresponding to parking rows from F to L at the main apron.
82. Paint aircraft stand identification marking and outline (65.19 m
) corresponding to parking rows from F to L at the main apron.
83. Paint aircraft stand designation marking and outline (144.12 m
) corresponding to parking rows from F to L at the main apron.
84. Paint wingtip clearance marking and outline (1,658.55 m
) corresponding to parking rows from F to L at the main apron.
85. Paint taxilane centerline marking and outline (78.70 m
) corresponding to parking rows from F to L at the main apron.
86. Paint pad edge marking and outline (10.61 m ) at the power check pad.
87. Paint wind direction indicator marking (14.14 m ) at the power check pad.
88. Paint road-holding position marking (59.06 m ) and outline.
89. Paint air traffic marking (44.74 m
90. Paint jet blast marking (7.61 m
1.2 Option items: The following option items are in order of selection priority. The following dimensions are approximately and the contractor has the responsibility to verify any and all of said dimensions.
1.2.1 Option item #1:
1. Remove the Runway Holding Position marking (64.01 m2
2. Remove the Runway Holding Position marking (32 m ) at both shoulders of Taxiway A.
3. Paint taxiway shoulder marking (257.78 m ) at both shoulders of Taxiway B.
4. Remove the Runway Holding Position marking (32 m ) at both shoulders of Taxiway B.
5. Paint taxiway shoulder marking (257.78 m ) at both shoulders of Taxiway C.
6. Remove the Runway Holding Position marking (71.55 m ) at both shoulders of Taxiway C.
7. Paint Taxiway D shoulder marking (709.92 m ) at both shoulders of Taxiway D.
8. Paint taxiway shoulder marking and its corresponding outline (2,380.77 m ) at both shoulders.
2) at Parallel
01000 - 5
Taxiway
9. Paint Taxiway shoulder marking (43.20 m2
10. Paint pad shoulder marking and outline (15.07 m ) at Taxiway C6.
) at the power check pad.
1.2.2 Option item #2:
1. Paint outline (29.3 m2
2. Paint outline (13.68 m ) of Taxiway C1 centerline marking.
3. Remove the restricted area marking (9.15 m ) of the Taxiway C1 intermediate holding position marking.
4. Paint Taxiway location information marking (7.62 m ) at Taxiway C1.
5. Paint Taxiway direction information marking (52.12 m ) at Taxiway C1.
6. Paint outline (13.68 m ) at Taxiway C1.
7. Remove the restricted area marking (9.15 m ) of the Taxiway C3 intermediate holding position marking.
8. Paint Taxiway location information marking (16.50 m ) at Taxiway C3.
9. Paint Taxiway direction information marking (54.44 m ) at Taxiway C3.
10. Paint outline (13.68 m ) at Taxiway C3.
11. Paint intermediate holding position marking and outline (13.68 m ) of the Taxiway C4 intermediate holding position marking.
12. Remove the restricted area marking (9.15 m ) at Taxiway C4.
13. Paint Taxiway location information marking (17.09 m ) at Taxiway C4.
14. Paint Taxiway direction information marking (41.19 m ) at Taxiway C4.
15. Paint outline (13.68 m ) at Taxiway C4.
16. Paint Taxiway location information marking (8.38 m ) of the Taxiway C5 runway holding position marking.
17. Paint Taxiway edge marking (56.06 m ) at Taxiway C5.
18. Paint taxiway location information marking (8.42 m
1.2.3 Option item #3:
1. Paint lead-in line marking and outline (93.80 m2
2. Paint aircraft stand centerline marking and outline (265.47 m ) to access E parking aircraft stands.
3. Paint lead-out line marking and outline (93.80 m ) at E parking aircraft stands.
4. Paint taxilane centerline marking and outline (77.94 m ) to leave E parking aircraft stands.
5. Paint both curves and its corresponding outline (42.10 m ) to leave E parking aircraft stands.
6. Remove the markings (404.33 m2) corresponding to the existing D parking row at the main apron.
) of the taxilane E marking at the Parallel Taxiway.
7. Paint aircraft stand direction information marking and outline (91.14 m2
8. Paint nose wheel stop bar marking and outline (20.52 m
) corresponding to D parking row at the main apron.
9. Paint aircraft stand identification marking and outline (10.92 m
) corresponding to D parking row at the main apron at the main apron.
10. Paint aircraft stand designation marking and outline (27.27 m
) corresponding to D parking row at the main apron.
2) corresponding to D parking
01000 - 6 row at the main apron.
11. Paint wingtip clearance marking and outline (254.48 m2
12. Paint aircraft stand direction information marking and outline (91.14 m
) corresponding to D parking row at the main apron.
13. Paint nose wheel stop bar marking and outline (20.52 m
) corresponding to E parking row at the main apron.
14. Paint aircraft stand identification marking and outline (10.92 m
) corresponding to E parking row at the main apron.
15. Paint aircraft stand designation marking and outline (27.27 m
) corresponding to E parking row at the main apron.
16. Paint wingtip clearance marking and outline (254.48 m
) corresponding to E parking row at the main apron.
17. Paint tiedown point marking and outline (170.62 m
) corresponding to E parking row at the main apron.
18. Paint hydrant pit marking and outline (30.11 m
) corresponding to parking row E at the main apron.
19. Paint hydrant pit grounding marking and outline (4.42 m
) corresponding to parking row E at the main apron.
) corresponding to parking row E at the main apron.
2. PERFORMANCE PERIOD:
The performance period proposed for the execution of this project, 120 calendar days, is for information purpose only. The Contractor shall provide the performance period with the proposal. The Contractor’s performance period will be considered in the evaluation of acceptable proposals.
3. DRAWINGS:
No. of Drawing Sheet Date R-597-01
Title 1 of 32 10 Jun 09 Cover Sheet, Drawing Schedule
R-597-02 2 of 32 10 Jun 09 Airfield Plan R-597-03 3 of 32 10 Jun 09 Paved Pre-Threshold Area Markings R-597-04 4 of 32 10 Jun 09 Runway Markings # 1 R-597-05 5 of 32 10 Jun 09 Runway Markings # 2 R-597-06 6 of 32 10 Jun 09 Runway Markings # 3 R-597-07 7 of 32 10 Jun 09 Runway Markings # 4 R-597-08 8 of 32 10 Jun 09 Taxiway "A" Markings I R-597-09 9 of 32 10 Jun 09 Taxiway "A" Markings II R-597-10 10 of 32 10 Jun 09 Taxiway "B" Markings I R-597-11 11 of 32 10 Jun 09 Taxiway "B" Markings II R-597-12 12 of 32 10 Jun 09 Taxiway "C" Markings I R-597-13 13 of 32 10 Jun 09 Taxiway "C" Markings II R-597-14 14 of 32 10 Jun 09 Taxiway "D" Markings I
01000 - 7
R-597-15 15 of 32 10 Jun 09 Taxiway "D" Markings II R-597-16 16 of 32 10 Jun 09 Parallel Taxiway # 1 R-597-17 17 of 32 10 Jun 09 Parallel Taxiway # 2 R-597-18 18 of 32 10 Jun 09 Taxiway "C1" Markings R-597-19 19 of 32 10 Jun 09 Taxiway "C2" Markings R-597-20 20 of 32 10 Jun 09 Taxiway "C3" Markings R-597-21 21 of 32 10 Jun 09 Taxiway "C4" Markings R-597-22 22 of 32 10 Jun 09 Taxiway "C5" Markings R-597-23 23 of 32 10 Jun 09 Taxiway "C6" Markings R-597-24 24 of 32 10 Jun 09 Information Markings R-597-25 25 of 32 10 Jun 09 Apron Markings # 1 R-597-26 26 of 32 10 Jun 09 Apron Markings # 2 R-597-27 27 of 32 10 Jun 09 Apron Markings # 3 R-597-28 28 of 32 10 Jun 09 Apron Markings # 4 R-597-29 29 of 32 10 Jun 09 Apron Markings # 5 R-597-30 30 of 32 10 Jun 09 Wind Cone Markings R-597-31 31 of 32 10 Jun 09 Jet Blast and Aircraft Traffic Markings R-597-32 32 of 32 10 Jun 09 "D" and "E" Parking Row Markings (Option 2)
4. GOVERNMENT-FURNISHED MATERIAL (GFM)
: The Government will furnish the material and equipment shown below for installation by the Contractor. The materials and equipment will be available to the Contractor already installed in the building(s) or on hand stored on base. Contractor shall install GFM. The Contractor shall notify the Contracting Officer in writing not less than 15 days in advance of the date materials or equipment will be needed. All existing material or equipment to be reinstalled in building(s) shall be carefully removed, stored, and maintained by Contractor.
NOTE: The Contractor must include in its offer, the labor required for removal and reinstallation, or installation of GFM.
Item Description Quantity N/A N/A N/A N/A
Unit
5.
EQUIPMENT, CONTROLS, AND MATERIAL OF THE UNITED STATES OF
AMERICA:
5.1 Equipment List: The following listed equipment, controls, and materials shall be manufactured in the United States of America or in another country where the supplier is under license of the United States of America manufacturer and the product meets the same applicable specifications and/or standards. No substitutions will be allowed.
a. N/A
01000 - 8
5.2 Excess: The Contractor shall furnish to the Contracting Officer, just prior to completion of this contract, a consolidated inventory of all excess supplies, materials, and equipment imported duty free for use under this contract. The Contractor shall either pay required duties on the excesses or re-export the excesses.
6. CERTIFICATION OF CLASSIFICATION:
Bidders and/or their subcontractors must hold an updated Certificate of Classification issued by the "Registro Oficial de Licitadores y Empresas Clasificadas del Estado" of the "Ministerio de Economía y Hacienda" covering the following groups, subgroups, and categories.
Subgroup Group Category G 5 F O 2 D
The contractor shall have the following certificates:
- Certificate of Quality ISO 9001 for maintenance works and services of airport pavements.
- Certificate of Environment ISO 14001 for maintenance works and services of airport pavements.
The contractor will submit documents where the clients certify that the contractor has performed similar works in Spanish airfields in the last 11 years or more. The documents shall be original.
7. SPECIAL REQUIREMENTS: The following special conditions apply:
7.1 Vehicle operations on the aerodrome: The contractor shall receive the applicable traffic rules and regulations regarding driving on the aerodrome. The contractor shall abide by what is instructed in that regard.
7.2 Stockpiling area of demolished/removed material: The Contractor shall transport the material to an authorized dump.
7.3 Stockpiling area for Contractor material and Contractor offices: The Contracting Officer representative shall coordinate with the Base Chief of Operations and Maintenance the exact location for Contractor offices and stockpiling.
7.4 Aerodrome unserviceable areas: The lighting of the aerodrome areas that are unserviceable or closed shall remain off during the time period those areas remain unserviceable.
These works shall be coordinated with the aerodrome maintenance services.
The Contractor shall install unserviceable area lights that identify unserviceable areas from in-
01000 - 9 service areas every three (3) m, maximum when Airfield Management requests it. The minimum number of unserviceable lights shall be 4, unless the area is triangular, in which case it shall be 3.
The unserviceable area lighting shall be an omnidirectional fixed-red light. The light shall have enough intensity to ensure conspicuity considering the intensity of the adjacent lights and the general level of illumination against which it would normally be viewed. In no case shall the intensity be less than 10 cd of red light. The unserviceable area light shall be installed on cones.
Unserviceable area lights shall be frangible. The contractor shall replace any unserviceable area light that does not light.
Cones shall be made of PVC with a neoprene base, at least 0.5 m high, minimum and a weight of
2.6 kg. They shall be red, orange, yellow or any one of these colors combined with white. The cones shall have a tensile strain of 100 kg/cm². The stability of the cones shall be such that separated from its vertical 30°, it will not turn over or suffer deformation. It shall keep its balance without being displaced when subjected to winds of over 70 km/h. The strain at failure shall be of 400 %, minimum.
The Contractor shall remove the cones and the unserviceable area lights once the repair has been finished and accepted by the Contracting Office and when air traffic is resumed.
7.5 Existing lights to be protected: The contractor shall protect and mark the existing airfield lights at the work site.
7.6 Laboratory: N/A.
7.7 Contractor Quality Control Personnel: The onsite contractor personnel shall be personnel responsible for inspection of the activities to be executed, a lead foreman of the crews, and a licensed surveyor at least.
7.8 Work Site Enclosure: The contractor shall install plastic New Jersey barriers to enclose the work site when Airfield Management requests it. The barriers shall be low profile and shall be filled with water. The barriers shall be white and red color. The contractor shall place the barriers forming a continuous line and alternating the color of them. The barrier shall be red color at the corner.
7.9 Vehicle and lights: All construction vehicles shall be equipped with yellow flashing light when they are on the airfield.
7.10 Escorts: Escorts shall be provided for Base access by the Contractor for personnel, subcontractors or material suppliers during the construction period. Contractor shall provide their escorts with training, transportation, cell phones, permits, etc. Escorts shall be in possession of a valid driving license and if required, flight line driving permits.
01000 - 10
7.10.1 Escort Responsibility:
7.10.1.1 General:
a. Maintaining visual and voice contact with escorted personnel and vehicle at all times.
b. Insuring visitor has base access pass attached to outer garment in a visible location, and that vehicle passes are visible from the dashboard.
c. Insuring that escorted personnel do not abandon the work site and that they remain with the escort when moving from one part of the base to another.
d. Insuring that the escorted persons and equipment leave the base and surrender the base access paperwork with the security guard at the gate.
e. Insuring that escorted personnel fully understand these requirements.
f. Insuring that the instructions from base personnel as well as the vouching authority are followed.
g. Escorts must pass a Written/Spoken English level 2.
h. Maintaining visual and radio contact with control tower at all times. The Government shall provide two radios at least to the contractor. The contractor shall return the radios after the completion of the work. Construction Management shall establish the location where the contractor has to recharge the battery of the radios.
i. Insuring that Airfield Management Operations Office is informed every day when the contractor is going to access the work site and when the contractor has left the work site.
7.10.1.2 Work Performance on the Flightline:
a. Flightline Driving: A Certificate of Competency (AF 483) and a POV Flightline pass (USAFE Form 449) must be obtained to perform as an escort on the Flightline. To obtain these items, the person must complete the following:
- Written Flightline test.
01000 - 11
- Practical Flightline test.
- Both of the above require learning radio communications with the Control
Tower. The contractor should anticipate a minimum of 2 weeks to complete this process.
- During FPCON Charlie or higher, the escorts must be on the Entry
Authority list (EAL list) to be able to enter some areas of the base such as the Flightline.
7.11 Work area priority: The priority list of the work areas is detailed below. It means that the contractor shall start any new work activity on the work area established as priority #1 and, once all the works on said area are completed, shall continue on the work area with the subsequent priority number. The priority of the work areas can be modified before the start of the works at each work area depending on the possible air traffic.
1. North end of the runway, north overrun, and the stretches of the taxiway D and C5 between the runway and its corresponding runway holding position lines.
2. South end of the runway, South BAK-12 barrier, south overrun, and the stretch of taxiway A between the runway and its corresponding runway holding position line.
3. Taxiway A.
4. Taxiway B.
5. Taxiway C.
6. Taxiway D and holding bay.
7. Parallel Taxiway.
8. Taxiway C1.
9. Taxiway C2 and power check pad.
10. Taxiway C3.
11. Taxiway C4.
12. Taxiway C5.
13. Taxiway C6.
14. Apron
15. Wind cones.
16. Road-holding positions.
17. Air traffic markings.
18. Jet blast markings.
7.12 Plastic Mesh: The contractor shall install a plastic mesh around the perimeter of the work site when Airfield Management requests it.
*** END OF SECTION ***
01011 - 1
SECTION 01011
GENERAL CONDITIONS
1. GENERAL:
The work consists of furnishing all labor, materials, plant, transportation, equipment, and services to complete the project described in Section 01000, Scope of Work, Drawings and Special Conditions, in accordance with the drawings and specifications, complete and ready for use by means of a firm fixed price construction contract.
Measurements given in the drawings and specifications are given for reference use only. It is the Contractor’s responsibility to verify any and all of said measurements.
2. GENERAL DESCRIPTION:
The work consists in, but is not limited to, executing the line items indicated in the scope of work. All line items indicated in the scope of work do not limit or reduce the Contractor’s responsibility to perform all work as required by the project in order to provide a complete and operable facility.
3. LOCATION:
The work is located in Morón Air Base, Spain, as shown on the contract drawings.
4. DRAWINGS ACCOMPANYING SPECIFICATION:
The drawings accompanying this specification are a part thereof. Drawings are the property of the Government, and shall not be used for any purpose other than that contemplated by the specification. The drawings included in this specification are similar to A1.
5.
BASE ACCESS:
5.1 Permits or Authorizations: The Contractor shall obtain all permits or authorizations to access Morón Air Base. Once the works have finalized, the Contractor will return the permits or authorizations.
5.2 Delays and Interruptions: Contractors are advised that due to security reasons, during the access/egress process of personnel and materials from the Morón Air Base delays are liable to occur. Additionally, the Contractor shall immediately interrupt work when required to do so if security warning/alarm situations occur.
6. WORK CLEARANCE REQUEST: The Contractor shall request AF Form 103 “BCE Work Clearance Request” in order to obtain all the information pertaining to the current status of general utilities. Requests shall be processed through the Contracting Officer or authorized representative, minimum of 5 duty days beforehand. The Contractor shall not perform any excavation works under any circumstances without an approved Work Clearance
01011 - 2
Request at the work site (hard copy). Work Clearance Request will only be processed once all materials and documentation necessary to commence work have been submitted and approved.
The Contractor shall be held responsible for any damage caused to general utilities indicated on the AF Form 103 and related drawings and shall be repaired at no additional cost to the Government of the United States.
7.
BASE UTILITIES:
7.1 Use of Base Utilities: Base utilities are available to the Contactor at no additional expense to the Contractor. The following utilities shall be available from the existing Base utility connections in reasonable quantities:
a. Electricity 120/208 volts, 60 Hz.
b. Non-potable water.
Connection requests shall indicate the type of utility service required, type of connection and disconnection, utility service use and maximum duration. All connection and disconnection works for Base utilities shall be programmed during normal Base personnel operating hours. It shall be the Contractor’s responsibility to effect the connections and disconnections and shall reimburse costs incurred in the connection, disconnection, conversion, transportation of Base utility services to the work site, including providing the mechanisms that avoid water from flowing back into the system (backflow preventers) and furnishing and installing the necessary transformers. The Contractor shall not activate or alter any control device of the system of the utility services, including water, sewage and electricity. Control devices will be Government operated. The Contractor shall notify the Contracting Officer or authorized representative 5 duty days prior to any connection, disconnection or manipulation of the control system of the utility services required. Temporary overhead connections to utility services are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.
7.2 Base Utility Outages: Utility outage requests shall indicate the type of outage to be performed, the scope of work and the maximum duration. All utility outages shall be programmed during normal Base personnel operating hours. The Contractor shall not activate or alter any control device of the system of the utility services, including water, sewage and electricity. Control devices will be Government operated. The Contractor shall notify the Contracting Officer or authorized representative 5 duty days prior to any connection, disconnection or manipulation of the control system of the utility services required. Temporary overhead connections to utility services are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.
8. HOT WORK: The Contractor shall submit for approval a written request to the Contracting Officer or authorized representative 5 days prior to any welding, oxyacetylene or plasma cutting work. Said request shall indicate welding procedures and fire prevention
01011 - 3 measures. All welding work performed during the project shall be carried out by qualified welders only. The copies of the welding certificates, issued by an approved agency, shall be kept in the construction inspector’s files.
9.
VEHICULAR TRAFFIC, MACHINERY AND EQUIPMENT:
9.1 Traffic Control: All works which require vehicular or pedestrian traffic disruptions on the Base shall require an approved transit control plan. Said plan shall be approved at least 7 days prior to carrying out said disruption. Said plan shall include the date, duration, proposed alternative routes, signs, barriers, cones and/or flagmen. The Contractor shall establish alternate procedures should unforeseen circumstances take place. The responsibility of furnishing, erecting, maintaining and removing all signs, barriers, cones and flags shall be solely the Contractor’s. Once the work is completed, the Contractor shall remove the signaling elements such as barriers, cones and/or flags.
9.2 Access Routes: The Contractor shall submit a plan for the access routes which shall be approved by the Contracting Officer or authorized representative.
9.3 Trucks: Trucks loaded with loose material (air borne dust, construction debris or other objects that could fall from them), shall be duly covered. Said covers, such as tarps, shall be fastened over the load prior to accessing the adjacent roads.
10. PROGRESS SCHEDULE:
(See solicitation/Contract FAR clause 52.236-15, Schedules for Construction Contracts, Apr 1984). The Contractor shall, within five days after the work commences on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.
11. MOBILITY PLAN:
The Contractor shall submit a mobility plan to the Contracting Officer or authorized representative for approval. Said plan shall propose the location and surface of the work site, offices and material staging and storage areas. The Contractor shall submit the plan 5 duty days prior to commencing work. The Contractor shall include in the mobility plan the proposed system to supply the required utility services required at each site.
11.1 Construction Site Fencing: Construction sites, offices, latrines, material staging and storage areas shall be fenced in by means of a two meter high fence to include gates and locks, 01011 - 4 unless otherwise approved the Government of the United States. The type of fencing, height and color shall be specified in accordance with the Contracting Officer or authorized representative’s criteria. Fences shall be screened with green opaque screening material to prevent visibility inside the fenced area. Fencing shall be completely secured at top and bottom to prevent access.
Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. The Contractor shall include in the Mobilization Plan photos, catalogs or samples of the screening material. The Contractor shall not install the fencing or screening materials until approval, in writing, has been granted from the Contracting Officer or authorized representative. The responsibility of providing, erecting, maintaining and removing the fencing shall be solely the Contractor’s. The Contractor shall replace or repair, within the following 24 hours or as determined by the Contracting Officer or authorized representative, all fence or screening sections which have been damaged or deteriorated. Once the works have been finalized, the Contractor shall remove the fencing.
11.2 Offices: Temporary prefabricated buildings required for administrative reasons (office space, conference room and break room) shall be in good conditions. Temporary prefabricated buildings requiring paint, repairs or are in bad conditions shall not be allowed at the site. Said temporary prefabricated buildings shall include on the outside a plaque, 0.5 x 0.5 meters maximum dimensions, indicating the name of the company and telephone number (s) of the person (s) designated as POC for the Contractor 24 hours a day. Once the works are finalized, the Contractor shall remove the temporary prefabricated buildings.
11.3 Latrines: Prefabricated temporary buildings required as latrines for personnel shall be in good conditions. The prefabricated temporary buildings requiring paint, repairs or are in bad conditions shall not be allowed on the work site. These facilities shall be kept in perfect using conditions and sanitized, shall be treated for insects and shall be emptied once a week and cleaned with a detergent suitable for sanitary use. The frequency of emptying and cleaning shall be adjusted according to needs. The facilities shall be located no less than 50 meters from the existing buildings on Base if they cannot be located near a sewage manhole. Once the works have been completed, the Contractor shall remove the temporary facilities and shall leave the area clean and sanitized.
11.4 Parking: The Contractor, their employees and subcontractors shall park all vehicles, including heavy machinery, equipment or vehicles, in areas where they do not pose an obstruction in the corresponding work site. All possible efforts must be made so that the vehicles are not parked in an area where they will be clearly visible from the outside.
11.5 Material Storage: Storage containers will be in good conditions. The storage of materials at the work site shall be at the Contractor’s own risk. The use of private security guards at the work site shall require Spanish Air Force Security Forces approval. The Contractor shall not use the work site to store material previously approved by the Contracting Officer or authorized representative. Once the works have finished, the Contractor shall remove the excess
01011 - 5 stored material.
11.6 Project Sign: The Contractor shall install an identifying project sign in accordance with Figure 1 no later than one day after the work site fencing has been installed. The sign shall be mounted on two wooden posts 10 cm x 10 cm, fastened to the ground and adequately anchored. The location of said sign shall be determined by the Contracting Officer or his representative. During final cleanup of the work site, the sign, posts and anchoring elements shall be removed. Unless otherwise specified, the sign shall have a white background and the lettering shall be dark blue.
FIGURE 1 - : PROJECT SIGN
12. QUALITY CONTROL PLAN:
The Contractor shall submit a comprehensive Quality Control Plan 5 duty days prior to commencing work. The plan shall contain at minimum the following:
1. Names and Qualifications for any proposed Quality Control Manager or Inspectors.
2. Reporting Responsibility.
3. Inspection Procedures. This should include types and frequencies of inspections and procedures for failed or unsatisfactory inspections.
4. Inspection Reporting. Submit copies of all inspection reporting forms, including
Specific (HVAC, Plumbing, framing, Electrical, HVAC etc,), Daily and Weekly reporting.
01011 - 6
5. List of planned ‘Hold Inspection Points’ with the estimated dates from the construction schedule.
6. Request for Information (RFI) Submit the proposed RFI Form and RFI Log Form to be used. This will be used to submit and track any RFI’s during construction.
7. Material Testing: Submit the name and qualifications for any Testing Agency or Laboratory planned for testing. All testing reports shall be submitted in a timely manner for review and approval. Should any test report fail, follow-on work is not to proceed until after the failure has been corrected. It is the responsibility of the QC Manager to ensure that all reports have been reviewed and the necessary action taken to resolve any failed testing.
12.1 Acceptance of the Construction Quality Control (QC) Plan: Acceptance of the QC Plan is required prior to the start of construction. The Contracting Officer reserves the right to require changes in the QC Plan and operations as necessary, including removal of personnel, to ensure the specified quality of work.
13.
WORK DAY:
13.1 Normal Work Hours: The Contractor shall perform all work during normal working hours unless a special authorization is issued by the Contracting Office representative to deviate from said work schedule. Normal working hours shall be from 0800 to 1700, from Monday to Friday, with the exception of holidays.
13.2 Work Outside Normal Hours: If the Contractor wishes to work outside the normal hours of operation, Saturdays, Sundays, or holidays, he shall submit an application to the Contracting Officer. The Contractor shall submit the request 5 duty days ahead of time as minimum.
14.
CONSERVATION AND MAINTENANCE:
14.1 Conservation and Maintenance of the Existing Facilities: The contractor shall conserve and protect all existing facilities at the work site or adjacent to it which shall not to be removed or affected by the work required under this contract. The Contractor shall restore, at no additional cost to the Government of the United States of America, the facility affected during the execution of works to its original condition, before final acceptance of the project.
14.2 Conservation and Maintenance of the Existing Vegetation: The Contractor shall conserve and protect the existing vegetation (trees, shrubs, grass) on or adjacent to the work site, which shall not to be removed and which do not interfere with the work required under this contract. The contractor shall only remove trees or shrubs when specifically indicated in the drawings and specifications and shall avoid damaging the rest of vegetation. If any limbs or
01011 - 7 branches of trees are broken during contract performance due to the careless operation of equipment or the carelessness of the workmen, the contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The contractor shall cut the grass or vegetation in the work site so that it does not exceed 10 cm in height. The Contractor shall restore, at no additional cost to the Government of the United States of America to their original state all areas disturbed during construction to their original condition before final acceptance of works under this project.
15.
CLEANING AND MAINTENANCE:
15.1 Housekeeping and Site Cleanup: The Contractor shall dispose of accumulated debris, waste materials and rubbish and shall keep the site in order. All rubbish and waste materials shall be removed daily and shall be placed in contractor furnished containers and shall be removed on a daily basis to an authorized dump off-Base as the project progresses.
Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. Once the works are finished, the Contractor shall remove the containers.
15.2 Cleaning and Maintenance of Access Routes: The Contractor shall be solely responsible for any material dumped/spilled by trucks, vehicles and machinery or equipment on the access routes. Said material shall be immediately removed by the Contractor. The Contractor shall be responsible for assuring that all access routes shall be kept clean and clear at all times.
No amount of debris whatsoever will be tolerated on the access routes
15.3 Waste and Construction Debris: The Contractor, once the project has been completed, shall submit a report to the Chief of Construction Management with the estimated amounts or waste and construction debris managed during the execution of the project.
16. HAZARDOUS MATERIAL:
Before transporting any type of hazardous material, the Contractor shall contact the Chief of Construction Management to coordinate handling and storage. The Contractor shall be responsible for complying with all applicable environmental rules and regulations concerning handling, transportation and storage of materials and/or dangerous waste.
17. NOISE CONTROL:
The Contractor shall comply with all applicable municipal and state regulations and all bylaws and norms pertaining to noise control, applicable on or off Base.
18. SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION:
(See Solicitation/Contract FAR clause 52.236-21, Specifications and Drawings for Construction, Feb 1997).
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18.1 Maintenance and Updating of As-Built Drawings and Specifications: The Contractor shall keep two sets of specifications and prints, regular size, which shall show neatly and clearly marked in red all approved variations between the actual construction and the contract documents. The As-Built drawings shall be kept up-to-date at the work site at all times during the contract.
18.2 Availability and Review of As-Built Drawings: As-Builts shall be available for inspection by the Contracting Officer or his authorized representative. Upon completion of work, a complete set of As-Built drawings shall be submitted to the Contracting Officer for final review. A hard copy of the As-Built drawings will be submitted marked in red and signed by project inspection. The Contracting Officer shall provide comments and/or approval within the following two weeks from the submittal.
18.3 Submittal of As-Builts: After final review and once the As-Built drawings have been approved, the Contractor shall have two weeks to submit a complete set of As-Builts and a CD in AutoCad, Version 2004, of said drawings. The name of the drawing files on the CD shall correspond to the drawing numbers of the hard copies. The CD shall be labeled as follows:
- Project Name and Number.
- Date.
- Contract Number.
- Contractor Name.
19 SITE INVESTIGATION AND CONDITIONS AFFECTING WORK:
The Contractor acknowledges that it has taken steps reasonably necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to… see Solicitation/Contract FAR clause 52.236-3, Site Investigation and Conditions Affecting the Work, Apr 1984.
20. PERMITS AND RESPONSIBILITIES:
The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract. (See Solicitation/Contract FAR clause 52.236-7, Permits and responsibilities, Nov 1991)
21.
CONTRACTOR AND SUBCONTRACTOR PERSONNEL:
21.1 Superintendent: The Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer
01011 - 9 and has authority to act for the Contractor. The superintendent must be able to effectively answer technical questions related to the project and effectively manage the work.
21.2 English Speaking Representative: At all times during the execution of any work, the Contractor shall have a representative present on site capable of explaining the work operations and receiving instructions in English. The Contracting Officer or authorized representative shall have the right to determine, without appeal of such decision, whether the proposed representative has the linguistic capability or not, in which case, said representative shall be replaced immediately by another previously approved by the Contracting Officer or his authorized representative.
21.3 Personnel Listing: The Contractor shall submit a list of key personnel and subcontractor personnel to include personal addresses and phone number for emergency contact purposes. As changes occur and additional information becomes available, the Contractor shall correct the information contained in the previously submitted lists.
21.4 Personnel Transit On-Base: Personnel working on the Base shall keep to the work site and shall transit using the approved access routes. The personnel shall keep off restricted areas unless the pertinent authorization is issued.
22. PUBLIC RELEASE OF INFORMATION:
The public release of information o photographs concerning any aspect of the materials or services related to this bid, purchase order or other documents resulting thereof without prior written approval from the Contracting Officer.
23.
SAFETY PROGRAM:
23.1 Safety Plan: Prior to commencement of work, the Contractor shall submit a Safety Plan to the Contracting Officer in writing. The safety plan shall be subject to approval by the Contracting Officer or his authorized representative. The work site Safety Plan shall identify safety and health risks of the workers and shall propose the necessary preventive measures for each unavoidable risk in order to protect the physical integrity of the workers and minimize material damage to the facility. Fire prevention measures shall be indicated for those works which involve a fire risk. The Contractor shall provide fire extinguishers for hazardous works in which fire or a fire risk is involved. Avoidable risks shall be eliminated. Preventive measures shall be preferably collective in nature. Those risks for which, technically, collective preventive measures do not apply shall allow the use of Personal Protection Equipment. The Contractor shall list the contents of the First Aid Kit in the Safety Plan.
23.2 Standard Regulations: The contractor shall execute the Safety Plan in accordance with the corresponding State, Autonomous Community, Province and Municipal legislation. The program shall include, but not be limited to, the following:
01011 - 10
- “Occupational Safety and Health as of 1970, Public Law 91-596, 91 Congress, S.2193, 29 December 1970.
- "Public Law Amendment 91-596, 101-552, 3101, 5 November 1990.
- “Ley 31/95, 8 November, Risk Prevention”.
- Royal Decree 1316/1989, 27 October, relative to protection for workers exposed to noise risks during the execution of work.
- Royal Decree 363/1995, 10 March, Regulation for notification of new substances and classification, container and labeling of hazardous substances.
- Royal Decree 485/97 14 April, on work site…
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