ATTACHMENT 7 Total cost breakdown cafeteria ramp Amendment 2.pdf

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Attached to
CONSTRUCTION OF AN ACCESS RAMP Federal contract opportunity
Solicitation number
19SP5025Q0003-Amendment003
Issued by
Department of State US Embassy Madrid

About this file

This is a Statement of Work (SOW) with Attachment 7 detailing the total cost breakdown for construction work at the U.S. Embassy Madrid in Spain, dated June 2021, under RFQ No. 19SP5025Q0003 - Amendment no. 3.

The document outlines two main construction lines: Line 1 for an ADA ramp and Line 2 for motorcycle-related construction. Line 1 includes specifications for demolition and excavation (25m2 to 23cm depth), waterproofing membrane installation, steel mesh placement, concrete slab work (5m3 of HA 25), stainless steel handrails (35ml of AISI 304), and 60x40 pavement tiles. Line 2 comprises regularization of the last step (0.3m3), steel mesh placement (16.3m2), concrete work (3.3m3 of HA 25 and 12.4m3 of ciclopedo), stainless steel handrails (20ml), and pavement tiles (17m2). Both lines include provisions for drainage relocation, cleaning, waste management, and safety measures. The document explicitly states that all measurements are estimates and offerors are responsible for their own measurements, with no price adjustments allowed for measurement errors.

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Text version

STATEMENT OF WORK

U.S. DEPARTMENT OF STATE

OBO FACILITIES MANAGEMENT DIVISION

Attachment 7. Total cost breakdown.

All measurements included herein are estimates. Each Offeror is responsible for taking its own measurements.

No adjustment in price shall be made due to errors in Offeror's measurements.

U.S. Embassy Madrid Spain

June, 2021

RFQ No. 19SP5025Q0003 - Amendment no. 3

All measurements included herein are estimates. Each Offeror is responsible for taking its own measurements. No adjustment in price shall be made due to errors in Offeror's measurements.

Presupuesto Código Ud Item Mes CanPres Pres

LINE 1 : ADA RAMP

01.01 PA

Reroute and relocate the drainage located on the base of the stairs and other utilities on the area before starting the works 1

01.02 m2

Demolition and excavation: Dig the ground to a depth of about 23 cm (the thickness of the slab and pavement ). If the soil is too soft, you might need to excavate deeper and add compacted gravel to improve stability. 25

01.03 m2 Placed a waterproofing membrane 25

01.04 m2 Place steel mesh or rebar inside the excavation before pouring the concrete 25

01.05 m3 Slab concrete HA 25 5

01.06 ml Handrail stainless steel AISI 304 ( includes handrail on stairs) 35

01.07 m2 Pavement tile 60x40 25

01.08 ml Grill on drainage 3

01.09 PA Cleaning and waste management 1

01.10 PA Security and safety 1

LINE 2 : MOTORCYCLE

01.01 PA

Reroute and relocate the drainage located on the base of the stairs and other utilities on the area before starting the works 1

01.02 M3 Regularization of last step 0.3

01.03 m2 Place steel mesh (last 20 cms) 16.3

01.04 m3 Slab concrete HA 25 3.3

01.05 m3 Concrete ciclopedo 12.4

01.06 ml Handrail stainless stell AISI 304 20

01.07 M2 Pavement tile 60x40 17

01.08 PA Cleaning and waste management 1

01.09 PA Security and safety 1

Attachment 8. Total cost breakdown
Attachment 8 Total cost breakdown cafeteria ramp
Hoja1

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