ASHE_16-1070_SOW_REVISION_2.pdf

PDF 327 KB Posted

Attached to
SUSTAIN HANGAR #2 BAY FLOOR, FAC. 925, AREA F, AVIANO AB, ITALY
Solicitation number
FA5682-16-R-0043
Issued by

About this file

TECHNICAL SPECIFICATIONS REVISION 2

View the file

Other files

File Type Posted
FA5682-16-R-0043-0001.pdf PDF
ASHE_16-1070_CNS_Cost_Est_REVISION_1.pdf PDF
ADDITIONAL_REQUIREMENTS_16_Sep_2016.pdf PDF
SOLICITATION_FA5682-16-R-0043.pdf PDF
ASHE_16-1070_SOW_Revision_1.pdf PDF
Sections_of_Master_Specifications.pdf PDF
ASHE_16-1070_SOW.doc DOC document
ASHE_16-1070_CNS_Cost_Est_blank.xlsx XLSX spreadsheet

On GovTribe

Work with this file

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

Text version

Project # ASHE 16-1070 Statement of Work Revision 2

DATE: SEP 2016

31CES/CENM 1

U.S. AIR FORCE

31ST FIGHTER WING

31ST CES/CENM

AVIANO AIR BASE, ITALY

TECHNICAL SPECIFICATIONS FOR

ASHE 16-1070 SUSTAIN HANGAR #2 BAY FLOOR, FAC.925,

AREA F, AVIANO AB, ITALY

REVISION 2

31CES/CENM 2

1. SCOPE OF WORK.

The Contractor shall provide all management, tools, supplies, equipment, transportation and qualified personnel necessary to perform the following work:

Temporary relocation of two large equipment present in the Bay area.

Sand blasting of the existing floor;

Cleaning;

Epoxy surface treatment in multiple layers with meshes, including joints re-performance;

Floor striping.

2. WORKS LOCATION

Hangar 2, Aviano Air Base.

3. WORK SITE CONDITIONS

a. Before works start, contractor will submit a detail works schedule to C.O. for coordination and approval.

b. Works will not be performed in a restricted area.

c. The Contractor is permitted to use reasonable quantities of available electricity and water at the work site. The Contractor shall alter characteristics and shall observe conservation practices at all times. All connections shall be the responsibility of the Contractor including restorations to initial conditions.

d. Authorized work hours and days. Performance of work hereunder shall be from Monday through Friday excluding holidays from 07.30 to 18.30 hours. Work during weekends or holidays may be requested by the Contractor with a minimum of 10 days advance notice, however the Contracting Officer has the right to deny such request if reasons requiring week end and holiday work are not valid or for security or other necessities.

e. Toilet facilities in the vicinity of the work site shall be available for Contractor use. The Contractor shall use facilities in a manner to maintain their state of cleanliness and hygiene.

f. The Contractor shall not use base refuse containers to discard debris. All construction debris shall be discarded by the Contractor off base at authorized sites according to category of debris/refuse in strict observance of all host country laws, decrees and local regulations in force.

g. The Contractor shall be responsible for ensuring all personnel engaged in the performance of this contract observe all host country laws concerning safety and in particular Italian laws D.L. 81/08 h At least 5 days prior to the pre-final inspection, the Contractor shall furnish to the Contracting Officer all installed equipment operation and maintenance documentation, certificates concerning installed systems as required by host country laws, test reports and results and as built drawings where required by host nation laws.

j Works will be performed in a single phase. Facility will be delivered empty to the contractor.

31CES/CENM 3

4. WORK DESCRIPTION

1. EACH ITEM OF THE SCHEDULE IS INCLUSIVE OF FURNISHING AND

INSTALLATION OF MATERIALS AND EQUIPMENT, SCAFFOLDING,

TRANSPORTATION TO DUMP OR STORAGE OF DEMOLISHED AND/OR

REMOVED MATERIALS, IN ACCORDANCE WITH CONTRACTING OFFICER'S

INSTRUCTIONS AND ALL FINISHING WORK REQUIRED TO MAKE EACH ITEM

COMPLETE IN A WORKMANLIKE MANNER.

2. ALL THE QUANTITIES THAT ARE INDICATED OR SUCCESSIVELY ADDED,

ARE ESTIMATES. THEREFORE THE GOVERNMENT SHALL BE NOT HELD

RESPONSIBLE FOR THE ACCURACY OF THE ESTIMATED QUANTITIES. THE

CONTRACT REQUIRES A COMPLETED PROJECT ON A LUMP SUM BASIS.

IT IS THEREFORE THE RESPONSIBILITY OF THE CONTRACTOR TO

CALCULATE, FORESEE AND PERFORM ALL QUANTITIES AND WORK

NECESSARY EVEN IF NOT MENTIONED IN THE SPECIFICATIONS BUT

INCLUDED IN THE DRAWINGS OR MANIFESTLY NECESSARY TO DELIVER A

COMPLETE PROJECT BASED ON ITS OVERALL SCOPE.

4.1 NEW EPOXY RESIN FLOOR

NOTE: Before starting every works on site, Contractor shall submit three samples of floor finishing performed on site with different level of antiskid. Samples will be 1.0 sq. mt surface each one. Final finish will be approved by the C.O. in accordance with user and 31CES recommendations.

a) Mechanical shoot blasting of floor surface up to 2.0mm, to remove rough resin treatment, oil residual, superficial finishes of nude industrial floor and to prepare an adequate surface for resin application. Item includes Removal and dumping to authorized dump of removed resin material and debris and dust vacuum 4.1.a.1 1,950.00 sq.m.

4.1.a.2 1,950.00 sq.m.

b) Supply and installation of primer coating;

4.1.b.1 1,950.00 sq.m.

4.1.b.2 1,950.00 sq.m.

c) Supply and installation of one layer of tri components epoxy resin treatment “controspinta” via spatula (no via roll), including Surface smoothing and dust vacuum;

4.1.c.1 1,950.00 sq.m.

4.1.c.2 1,950.00 sq.m.

d) Supply and installation of first layer of tri components epoxy resin treatment via spatula (no via roll) adding corundum to create antiskid surface, including surface smoothing and surplus corundum vacuum;

4.1.d.1 1,950.00 sq.m.

4.1.d.2 1,950.00 sq.m.

31CES/CENM 4

e) Supply and installation of second layer of tri components epoxy resin treatment via spatula (no via roll), including Surface smoothing and dust vacuum;

4.1.e.1 1,950.00 sq.m.

4.1.e.2 1,950.00 sq.m.

f) Supply and installation of final layer of tri components epoxy resin treatment “scratch proof” via spatula (no via roll); Final coating will be added with corundum antiskid mesh;

4.1.f.1 1,950.00 sq.m.

4.1.f.2 1,950.00 sq.m.

g) Joint re-performance by saw cutting, joint cleaning and application of elastic appropriate material on the joint. Joint material must be oil/hydrocarbon resistant, different color and visible; Not covered by floor resin.

4.1.g.1 1,075.00 l.m.

4.1.g.2 1,075.00 l.m.

h) Supply and installation on new epoxy and existing floor of non-reflective acrylic bi-component modified with epoxy resins paint for horizontal markings, low content of solvent, fast drying of high resistance to traffic, viscosity 22-28 s DIN6, density 1.54-1.62, Item will include paint Warning and ECP signs, templets and any charge required to provide a job in a workmanlike manner. See attached sketches and pictures.

- 1EA continuous red line 15 cm wide, 220 mt long.

15 lines continuous yellow lines, 15 cm wide including a 30x30 cm box for each line, 185 mt long total, similar to existing.

Total = 405 L.MT.

- ECP” signs, white and black, size 335 x 30 cm, h letters = 24 cm.

N. 10

- Warning” signs, white black and red, size 96 x 46 cm N. 8

- Continuous black and yellow lines, 30 cm wide Total = 60 L.MT.

4.1.h.1 Lump Sum

31CES/CENM 5

i) Material, Equipment and labor to relocate following equipment:

- Two stories Tires storage cage: Item includes disassembling, transportation and reassembling into another facility within Area F, disassembling, transportation and reassembling back to hangar 2 once floor treatment has been completed;

- Industrial Owen: Item includes electrical disconnection, transportation and electrical re-connection into another facility within Area F, electrical disconnection, transportation and electrical re-connection back to hangar 2 once floor treatment has been completed;

Lump Sum

3,900 SQ.M. Total floor surface to be treated

2,150 L.M. Total joints length to be installed.

NOTE: New floor treatment will have a minimum thickness of 3.0mm

5. APPLICABLE TECHNICAL SPECIFICATIONS

The following Sections of the Master Specifications for construction projects of the Air Base in Aviano (PN), Italy, dated November 2005 and applicable modifications shall be applicable to the present project, together with the List of Work Items to be performed:

01100 GENERAL CONDITIONS

01101 PROJECT SIGN

02220 SITE DEMOLITION

09900 PAINTS AND COATINGS

6. ADDITIONAL REQUIREMENT

Once issued NTP, Contractor is required to contact CEAOR (Ms. Cristina Rossetto 0434- 305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (blank DD1354 and category codes list area available at 31CES/CENM during duty hours). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out

For warranty call purpose, 3 copies of letter identifying project number, item, company address, phone number, point of contact, item warranty expiration date, etc. One copy of the letter will be installed next the item for immediate consultation.

31CES/CENM 6

31CES/CENM 7

File details come from the government source that posted it. Updated .