19AQMM19R0133_0002_-_Questions_and_Answers.pdf

Rural Station Calamar Warehouses 19AQMM19R0133 Questions & Answers

# Questions Answers #1 1. Please send the soil study of the project to verify the structural design.

A copy of the Soil study report will supplied as part of the amendments to the solicitation. The Soil study report is provided in Amendment 0002, Attachment #9 – Soil Study ES Informe Calamar.

#2 We need to present the unit price analisys (UPA)? No, offerors shall submit their price proposal according to the instruction in the solicitation provision L.17 as follows: “The offeror shall provide their proposed prices for each CLIN in the blanks provided in Section B, “Supplies or Services and Price.”

The offeror must provide all equipment; materials; supplies; labor;

professional construction; and services associated with the Project as described in this solicitation, including all attachments and exhibits.

Failure to make an offer on all requirements associated with the Project may be cause for determining an offer unacceptable and thereby not eligible for award.

Pricing Format - The offeror shall submit all related pricing data established by the contracted price translated into the INL Proposal Price Breakdown. The pricing document shall be used by the offeror as the format for submitting the proposed price.”

#3 If we want to do a Joint-venture with another company, ¿this company must have DUNS number?

Yes, if any offerors submit their proposals as a joint-venture, both companies and the joint venture shall each have DUNs number, and being registered and active in the SAM.gov.

#4 IN ORDER TO PERFORM EXCAVATION AND

FILL VOLUMES AND TO CONFIRM TRENCH

DEPTH, PLEASE PROVIDE SOIL

INVESTIGATION REPORT

Contractor shall refer to drawings C-06 and C-07 in Attachment #2

– Drawings, which gives estimate volumes for the excavation and filling for the project. However, the contractor shall consider the type of contract (Firm Fixed Price) for the construction items for the project.

#5 ON THE AREAS INFORMATION BLOCK IN

DWG U-01 ITS MENTIONED AREAS FROM A

TO K, BUT THERE ARE NOY ANY

INDICATIONS OF THOSE- PLEAS PROVIDE

Refer to the updated Drawing U-1 in Attachment #2.1 - New or Revised Drawings (folder) in Amendment 0002.

# Questions Answers

#6 ON THE AREAS INFORMATION BLOCK IN

DWG U-01 ITS MENTIONED AN AREA OF

11.524.67 M2, IS THIS THE WHOLE AREA OF

THE PROJECT ON REFRENCE? IF THE

ANSWER IS POSTIVE, PLEASE INFORM ON

WHICH DWG IS SHOW THE FINISH OF THE

SURPLUS AREA (K) AND DETAILS OF AREA D

(SERVICE), IF THE ANSWER IS NEGATIVE

PLEASE PROVIDE AA DWG WITH THE

BOUNDARIES OF THE PROJECT

Yes this is the area of the complete project. Attachment #2 – Drawings, Drawing C-03 shows the boundaries of the project area.

Reference Attachment #2.1 - New or Revised Drawings (folder), Drawings A-51, S-33 through S-36 show the design of the complete service area.

#7 LODGING BUILDING

- ON THE FOUNDATION DWGS THERE ARE

SOME BEAM THAT DONT SHOW CICLOPEAN

CONCRETE. IS THIS A MISTAKE? OR ALL OF

THEM SHALL HAVE ALSO CICLOPEAN

CONCRETE?

All of the foundation beams for all of the buildings have cyclopean concrete.

#8 LODGING BUILDING

ON DWH S4 ITS SHOWN TWO DIFFERENT

DETAILS FOR JUNCTION IN "T", PLEASE

INDICATE WHICH IS THE ONE THAT APLIES

Drawing S-4, in Attachment #2 – Drawings, shows the same detail, one part is showing the connector of the transverse reinforcement and the other shows the distribution of the longitudinal reinforcement.

#9 LODGING BUILDING

ON DWG S4 TYPICAL DETAIL SMU L AND T

JOINT REIFORCEMENT IT DOES NOT SHOW

DIMENSIONS NEITHER HOW MANY SHALL

BE INSTALLED- PLEASE CALRIFY

As mentioned by the designer of record, this is a special type of masonry unit (SMU) that has the same dimension of the structural block. A line of SMU can be placed at the mid height of the wall.

#10 LODGING BUILDING

ON DRAWING S-7 IS MISSING THE DETAIL

FOR SAG MEMBER FOR THE ROOF PURLINS

PLEASEPROVIDE

Refer to Attachment #2 – Drawings, S-7 of the structural drawings in which the following detail was included.

#11 LODGING BUILDING

NO SPECS ARE GIVEN FOR THE ROOF

CLADDING-PLEASE PROVIDE.

Refer to drawings A-16 in Attachment #2.1 - New or Revised Drawings (folder); and A-21 in Attachment #2 – Drawings. Roof cladding suggested is in baked polyester paint. However, contractor should submit a sample and technical data sheet of the roofing system for COR approval.

#12 LODGING BUILDING

PLEASE PROVIDE FINISH SCHEDULES FOR

LODGING BUILDING

Drawing A-53 in Attachment #2.1 - New or Revised Drawings (folder) contains the finish schedule for all the buildings of the project.

#13 LODGING BUILDING

PLEASE CONFIRM IF EXTERIOR WALL WILL

HAVE STUCCO AND VINYL TIPE 1 PAINT AS

SHOWN IN DWG A17?

Yes, that is the finish proposed to the exterior walls of all the buildings in the project.

#14 ADMINISTRATIVE BUILDING

PLEASE CONFIRM SLAB THICKNESS ON DWG

S-12 “Typical detail subfloor slab” AND S-13

The thickness for the subfloor slab is 10 cm. for the buildings. The 30 cm subfloor slab thickness only applies for the weapon room area

#15 ADMINISTRATIVE BUILDING

WE THINK THAT BEAMS N+2.85 (BEAM R) ON

LINES 1,4,6,8 y 9 SHOULD HAVE CANTILEVER

SECTION TO PROVIDE SUPPORT FOR THE

ROOF AS SHOWN IN SECTION A-AOF DWG S-

13. HOWEVER NEITHER IN FLOOR PLAN DWG

S16 NOR IN THE REBAR SCHEDULE ARE

SHOWN.

This is correct. The beams need to support the roof in the cantilever must be extended by axes 1, 4, 6, and 9.

#16 ADMINISTRATIVE BUILDING

ON DWH S15 ITS SHOWN TWO DIFFERENT

DETAILS FOR JUNCTION IN "T", PLEASE

INDICATE WHICH IS THE ONE THAT APPLIES

Refer to answer to Question #8.

#17 ADMINISTRATIVE BUILDING

ON DWG S15 TYPICAL DETAIL SMU L AND T

JOINT REIFORCEMENT IT DOES NOT SHOW

DIMENSIONS NEITHER HOW MANY SHALL

BE INSTALLED- PLEASE CLARIFY

Refer to answer to Question #9.

#18 ADMINISTRATIVE BUILDING

ON DRAWING S-7 IS MISSING THE DETAIL

FOR SAG MEMBER FOR THE ROOF PURLINS

PLEASE PROVIDE

Refer to answer to Question #10.

#19 ADMINISTRATIVE BUILDING

NO SPECS ARE GIVEN FOR THE ROOF

CLADDING-PLEASE PROVIDE

Refer to answer to Question #11.

#20 ADMINISTRATIVE BUILDING

PLEASE PROVIDE FINISH SCHEDULES FOR

ADMINISTRATIVE BUILDING

Refer to answer to Question #12.

#21 ADMINISTRATIVE BUILDING

PLEASE CONFIRM IF EXTERIOR WALL WILL

HAVE STUCCO AND VINYL TIPE 1 PAINT AS

SHOWN IN DWG A 03?

Refer to answer to Question #13.

#22 STABLES BUILDING

PLEASE INDICATE SLAB RHICKNESS ON

DWG S-27

Refer to answer to Question #14.

#23 STABLES BUILDING

WHAT TYPE OF FINISH SHALL AL FLOOR

AREAS HAVE?

Refer to Attachment #2 – Drawings, Drawings A-31 through A-33, which shows the specification for the finishing floors.

In Attachment #2.1 - New or Revised Drawings (folder), refer to drawing A-53, which shows the finishing schedule for all the buildings.

#24 STABLES BUILDING

WHAT TYPE OF BROOM GUARD SHALL BE

INSTALLED IN EACH AREA

The contractor shall no consider broom guard for any areas in this building.

#25 STABLES BUILDING

PLEASE PROVIDE FINISH SCHEDULES FOR

ESTABLE BUILDING

Refer to answer to Question #12.

#26 STABLES BUILDING

PLEASE PROVIDE ESPECIFICATION FOR THE

ELECTROSTATIC PAINT (epoxi, poliester, epoxi/poliester?)

Contractor shall provide a sample and technical data sheet to the COR for approval in order to confirm the quality of the paint as mentioned in Attachment #1 – 19AQMM19R0133 Specifications, Section 09 96 00 High-performance coating.

#27 STABLES BUILDING

PLEASE INDICATE PIPE THICKNESS FOR THE

4X4 PIPE, ALSO PLEASE INDICATE

ACCESORY 1 DWG D-1

The question made by the contractor is not clear. Contractor shall clarify which pipe is he referring to and the specific drawing.

#28 STABLES BUILDING

ACCESORY 7 DWG D-7 IS MISSING AS WELL

AS 2-1/2" PIPE THICKNESS

Refer to answer to Question #27.

#29 STABLES BUILDING

ACCESORY 8 AND 9 DWGS D8 AND D9 ARE

MISSING, ALSO INDICATE 10X4 AND 2"

SQUARE PIPE THICKNESS

Refer to answer to Question #27.

#30 STABLES BUILDING

ACCESORY 10 DWG A38 IS MISSING, THERE

ARE NO THICKNESS INDICATION FOR 4" AND

3-1/2" PIPES- PLEASE PROVIDE

Drawing A-38 in Attachment #2 – Drawings contains complete views and details of the Accessory 10. The thickness for both metallic pipes shall be minimum 6 mm.

#31 STABLES BUILDING

ON DWG A-25 ARNESS STORE (311) ITS SEEN

4 CUBICLES BUT THERE ARE NO DETAILS OF

DIVISIONES NEITHER FOR DOORS.

Door to install is type D-1 and it is included in drawing A-43, Attachment #2.1 - New or Revised Drawings (folder).

#32 STABLES BUILDING

IS THERE ANY AREAS WITH CEILING

CLADDING?

For this building, the contractor shall not consider ceiling.

#33 WATER ELEVATED TANK

THERE ARE NO DETAILS FOR THE STAIR

As mentioned by the designer of record, it is not necessary to provide the details of the ladder for the tank. The contractor can either buy one or construct one that gives the security for the user.

The COR must approve it before construction.

CLARIFICATION TO SOLICITATION: A/C

UNITS

Contractor shall be aware that for this solicitation process some of the A/C units are not part of the scope of the project. Contractor shall only include as part of his proposal the units shown in the drawings, the electrical connectivity, and the infrastructure (piping and ducts) necessary to install the remaining A/C units in the future.

The solicitation-updated drawings clarifies this requirement.

CLARIFICATION TO SOLICITATION:

GUTTERS AND DOWNSPOUTS

Contractor shall be aware the for this solicitation process the gutters and the downspouts for the storm drainage system along the roof are not part of the scope of the project. The solicitation-updated drawings clarifies this requirement.