Attachment B Price Schedule.pdf

PDF 221 KB Posted

Attached to
P111 Ordnance Magazines, Sigonella, Italy
Solicitation number
N6247026R0005
Issued by

About this file

This is a Price Schedule document for a federal construction project involving multiple reinforced concrete Box-H type magazines and associated facilities. The project, designated as Project P111, includes constructing Magazines #903, #904, #902, and #901, an Ammunition Rework and Overhaul Shop (AROS), Stand-Alone Forklift Charging Station, and Modular Storage Magazines #910 and #911. The pricing structure includes a base price and several option items with detailed line items for specific work components such as foundation piling, pile load testing, proof load testing, and handling of geotechnically unsuitable subgrade soil.

The price schedule allows bidders to provide unit prices for various construction activities, with quantities specified for each line item. Option items include constructing additional magazines, removing and disposing of Building #881, and providing Furniture, Fixtures, and Equipment (FF&E). A government-estimated price of $241,752 is provided for the FF&E portion, with a maximum allowable markup of 5%. The document provides specific instructions for pricing geotechnically unsuitable soil removal, including handling, transportation, and replacement with clean imported, compacted select material, with final quantities to be determined by field measurements and approved by the Contracting Officer.

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Other files

File Type Posted
N6247026R0005 Amendment 0004.pdf PDF
N6247026R0005 Amendment 0003.pdf PDF
Attachment F_P111_DWG Revised_E-101 - ELECTRICAL FLOOR PLAN.pdf PDF
Attachment F_P111_DWG Revised_S502B.pdf PDF
N6247026R0005 Amendment 0002.pdf PDF
Amendment 0001.pdf PDF
Attachment F_P111_DWG_5of6 (Revised).pdf PDF
Attachment F_P111_DWG_6of6 (Revised).pdf PDF
N6247026R00050001 Amendment 0001.pdf PDF
ATTACHMENT K - PIANO DI SICUREZZA E DI COORDINAMENTO (Italian Safety Plan).pdf PDF
ATTACHMENT L - ITALIAN SAFETY PLAN - ENGLISH.pdf PDF
ATTACHMENT M- Boring and CPT logs.pdf PDF
Attachment E_ P111_SPC_ SECTION 08 39 55.00 20.pdf PDF
Attachment F_P111_DWG_2of6 (Revised).pdf PDF
Attachment F_P111_DWG_3of6 (Revised).pdf PDF
Attachment B Price Schedule (Revised).pdf PDF
Attachment F_ P111_DWG_4of6 (Revised).pdf PDF
ATTACHMENT N - Site Visit Log.pdf PDF
Attachment C - Past Performance Questionnaire (PPQ).pdf PDF
Attachment D - Construction Experience Project Data Sheet.pdf PDF
Attachment E_P111_SPC_1of1.pdf PDF
Attachment F_P111_DWG_2of6.pdf PDF
Attachment F_P111_DWG_4of6.pdf PDF
Attachment G - Anti-Mafia Self-Certification Form for Contracts greater than 5382000.pdf PDF
ATTACHMENT A - Pre-Proposal Inquiry Form.xlsx XLSX spreadsheet
Attachment F_P111_DWG_3of6.pdf PDF
Attachment F_P111_DWG_5of6.pdf PDF
Attachment H - Anti-Mafia Self-Certification Form for Contracts between 150000 and 5382000.pdf PDF
N6247026R0005.pdf PDF
Attachment F_P111_DWG_1of6.pdf PDF
Attachment F_P111_DWG_6of6.pdf PDF
Attachment I - Representations and Certifications.pdf PDF
Attachment J - Site Visit Log NAS Sigonella.xlsx XLSX spreadsheet
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PRICE SCHEDULE

Provide line item prices, where indicated by blank underlines, for the following items:

Line Item

Description Quantity Unit Unit Price Sub-Total Total Price

1 BASE PRICE: Total Price for the entire work for Project P111– Constructs one reinforced concrete Box -H type Magazine #903, Ammunition Rework and Overhaul Shop (AROS), Stand- Alone Forklift Charging Station, and Modular Storage Magazines #910 and #911, in accordance with the drawings and specifications, complete, but excluding work provided in another line item.

1 EA

1A Subtotal of Base Price for the entire work for one Box-H type Magazine #903 complete to the 1.5-meter line outside the structure, including earth-cover to the toe of slope, in accordance with the drawings and specifications, but excluding work provided in another

1B Subtotal of Base Price for the entire work for the additional facilities: AROS Facility, Forklift Charging Stations, and Modular Storage Magazines #910, and #911, complete to the 1.5-meter line outside of the structures in accordance with the drawings and specifications, but excluding work provided in another

1C Subtotal of Base Price for the sitework for the associated facilities outside each facility 1.5-meterline, complete in accordance with the drawings and specifications, but excluding work described in another line Item.

1D Unit Price for providing Foundation Piling complete in accordance with the drawings and specifications, but excluding work provided in another

2,136 LM $__________ $____________

1E Unit Price for providing Pile Load Test on production piles, 2 load tests per magazine, complete in accordance with the drawings and specifications, but excluding work provided in another

2 EA $__________ $____________

1F Unit Price for providing proof load testing (pilot test) complete in accordance with the drawings and specifications, but excluding work provided in another line item

1 EA $__________ $____________

1G Unit price for all work in connection with geotechnically unsuitable subgrade soil.

100 CM $__________ $____________

2 Option Item No. 1:

Total Price for the entire work to construct one reinforced concrete Box-H type magazine #904 in accordance with the drawings and specifications, complete to the 1.5 meter line of the structure to the toe of slope and including concrete apron, but excluding work provided in another Priced line item.

2A Subtotal of Base Price for the entire work for one Box-H type Magazine #904 complete to the 1.5-meter line outside the structure, including earth-cover to the toe of slope, in accordance with the drawings and specifications, but excluding work

2B Unit Price for

Piling complete in accordance with the drawings and specifications, but excluding work provided in another

2,136 LM $__________ $__________

2C Unit Price for

Test on production piles, 2 load tests per magazine, complete in accordance with the drawings and specifications, but excluding work provided in another

2 EA $__________ $__________

2D Unit Price for testing (pilot test) complete in accordance with the drawings and specifications, but excluding work provided in another

1 EA $__________ $__________

2E Unit price for all work geotechnically unsuitable subgrade soil.

100 CM $__________ $__________

3 Option Item No. 2:

Total Price for the entire work to construct one reinforced concrete Box-H type magazine #902 in accordance with the drawings and specifications, complete to the 1.5 meter line of the structure to the toe of slope and including concrete apron, but excluding work provided in another

3A Subtotal of Base Price for the entire work for one Box-H type Magazine #902 complete to the 1.5-meter line outside the structure, including earth-cover to the toe of slope, in accordance with the drawings and specifications, but excluding work

3B Unit Price for

Piling complete in accordance with the drawings and specifications, but excluding work provided in another

3C Unit Price for

Test on production piles, 2 load tests per magazine, complete in accordance with the drawings and specifications, but excluding work provided in another

3D Unit Price for testing (pilot test) complete in accordance with the drawings and specifications, but excluding work provided in another

3E Unit price for all work geotechnically unsuitable subgrade soil.

100 CM $__________ $__________

4 Option Item No. 3:

Total Price for the entire work to construct one reinforced concrete Box-H type magazine #901 in accordance with the drawings and specifications, complete to the 1.5 meter line of the structure to the toe of slope and including concrete apron, but excluding work provided in another

4A Subtotal of Base Price for the entire work for one Box-H type Magazine #901 complete to the 1.5-meter line outside the structure, including earth-cover to the toe of slope, in accordance with the drawings and specifications, but

4B Unit Price for providing Foundation Piling complete in accordance with the drawings and specifications, but excluding work provided in another

4C Unit Price for

Test on production piles, 2 load tests per magazine, complete in accordance with the drawings and specifications, but excluding work provided in another

4D Unit Price for testing (pilot test) complete in accordance with the drawings and specifications, but excluding work provided in another

4E Unit price for all work geotechnically unsuitable subgrade soil.

100 CM $__________ $__________

5 Option Item No. 4:

Total Price for removal and disposal of Building #881 in accordance with the drawings and specifications, but excluding work provided in another line item.

1 EA $____________

5A Total Price for removal and disposal of Building #881 in accordance with the drawings and specifications, but

1 EA $__________

line item.

5B Unit Price for removal and disposal of asbestos containing roof tanks complete in accordance with the drawings and specifications, but excluding work provided in another line item.

2 EA $__________ $__________

5C Unit Price for removal and disposal of lead cadmium and chromium containing paint complete in accordance with the drawings and specifications, but excluding work provided in another line item.

200 SM $__________ $__________

5D Unit Price for removal and disposal of hazardous special waste complete in accordance with the drawings and specifications, but excluding work provided in another line item.

200 SM $__________ $__________

6 Option Item No. 5:

Price for providing work in connection with labor, material, equipment, transportation and supervision required for the Furniture, Fixtures, and Equipment (FF&E), complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item.

Government Estimated Price:

$241,752

HAR

Percent

(NTE

5%)

HAR Subtotal

Total FF&E Estimated Price

TOTAL PRICE FOR CLIN 0001 (Base Bid) $____________

TOTAL ALL CLINS (CLIN 1 + CLIN 2 + CLIN 3 + CLIN 4 + CLIN 5 + CLIN 6) $____________

LINE ITEM NOTES:

ITEMS 1G, 2E, 3E, 4E. Unit price for all work in connection with the removal, transportation and final disposal of geotechnically unsuitable subgrade soil and placement of clean imported, compacted, select material. Unsuitable subgrade soil determinations will be made by the Contracting Officer. The price will include the removal of geotechnically unsuitable soils encountered within planned excavations (i.e. footings, utility trenches) or identified during proof rolling of planned subgrades, final disposal and backfilling the excavation with compacted clean imported select material. Clean imported, compacted select material will conform to project specification requirements for Select Material (Section 31 23 00.00). Soil disturbed by the Contractor's construction activities, or that are excessively wet and soft due to lack of proper site drainage or excavation dewatering will not be considered unsuitable. Unit price will include handling and transportation. The volume of material removed and imported select material required will be determined based on field measurements (length x width x depth) of the completed excavation to remove the unsuitable soil as approved by the Contracting Officer.

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