Amendment 0004 00 00 10 Pricing Schedule.pdf

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Attached to
LOCK FOUNDATION AND SITE PREPARATION FOR LOCK and DAM 25 NAVIGATION ECOSYSTEM SUSTAINABILITY PROGRAM (NESP)
Solicitation number
W912P926RA001
Issued by

About this file

This is a Pricing Schedule for a federal construction contract involving lock foundation and site preparation work. The document is organized into a Base Schedule with 20 line items and an Option 1 Schedule with 3 line items, requiring offerors to provide unit prices and extended amounts for all items.

The Base Schedule encompasses mobilization and demobilization, site preparation activities including erosion control and staging area fill totaling 65,000 cubic yards, and lock foundation work such as steel pipe pile installation (255 linear feet of 48-inch diameter pipe), separator wall furnishing and installation (80,720 and 24,050 square feet respectively), and dredge material placement up to 145,000 cubic yards. Additional base work includes alluvium excavation (25,000 cubic yards), rip rap excavation (47,500 cubic yards total), scour protection materials (27,500 tons of R5000, 5,000 tons of Graded B-Stone, and 8,750 tons of Graded C-Stone), timber cribbing demolition, site monitoring, and separator wall backfill (1,100 cubic yards). The Option 1 Schedule covers assist vessel services including mobilization/demobilization, 90 days of active vessel assistance, and 30 days of vessel standby. The pricing schedule notes specify that all quantities are estimated except job items, require unit prices and extended amounts for all line items, and that optional line items 1001-1003 are only billable if directed by the Contracting Officer and detailed in Specification Section 00 08 00. Offerors must submit prices on all items or face disqualification.

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PROPOSAL SUBMISSION INSTRUCTIONS CONDITIONS AND NOTICES TO OFFERORS Amd 0003.pdf PDF
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Amendment 0003 00 00 10 Pricing Schedule.docx DOCX document
PROPOSAL SUBMISSION INSTRUCTIONS CONDITIONS AND NOTICES TO OFFERORS Amd 0002.pdf PDF
Solicitation Amendment W912P926RA0010002 SF 30.pdf PDF
W912P926RA001 Attachment 0004 - EVALUATION FACTORS FOR AWARD.pdf PDF
Solicitation Amendment W912P926RA0010001 SF 30.pdf PDF
W912P926RA001 Attachment 0003 PROPOSAL SUBMISSION INSTRUCTIONS CONDITIONS AND NOTICES TO OFFERORS.pdf PDF
W912P926RA001 Attachment 0005 - 00 00 10 Scour Repair Advance Bid Schedule.pdf PDF
W912P926RA001 Attachment 0001 - Lock Foundation and Site Prep As-Advertised Specs.pdf PDF
W912P926RA001 Attachment 0003 - PROPOSAL SUBMISSION INSTRUCTIONS CONDITIONS AND NOTICES TO OFFERORS.pdf PDF
W912P926RA001 Attachment 0007 - Appendix B Subcontractor Consent.pdf PDF
W912P926RA001 Attachment 0009 - Appendix D Subcontractor Letter of Commitment.pdf PDF
W912P926RA001 Attachment 0012 - Wage Determination.pdf PDF
W912P926RA001 Attachment 0004 - EVALUATION FACTORS FOR AWARD.pdf PDF
W912P926RA001 Attachment 0006 - Appendix A Past Performance Questionnaire.pdf PDF
W912P926RA001 Attachment 0008 - Appendix C Small Business Participation Commitment Document.pdf PDF
W912P926RA001 Attachment 0010 - Appendix E DoD Checklist for Reviewing Subcontracting Plans.pdf PDF
W912P926RA001 Attachment 0011 - Appendix F Small Business Participation Commitment Progress Quarterly Report.pdf PDF
W912P926RA001 Solicitation.pdf PDF
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PRICING SCHEDULE

Item Estimated Unit Extended

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT _

00 00 10-1

Base Schedule

0001. Mobilization and Demobilization 1 JOB _ ___ ________

Site Preparation:

0002. Erosion and Sediment Control 1 JOB _ ___ ________

0003. Staging Area Fill 65,000 CY _ ___ ________

0004. New Rip Rap Slope Protection (Land) 1 JOB _ ___ ________

0005. Sanitary Outfall Pipe 1 JOB _ ___ ________

0006. Land Based Site Work 1 JOB _ ___ ________

Lock Foundation:

0007. Deflector Wall Installation – Dam Apron 1 JOB _ ___ ________

0008. Steel Pipe Piles – 48 Inch 255 LF _ ___ ________ Diameter

0009. Furnish Separator Wall 80,720 SF _ ___ ________

0010. Install Separator Wall 24,050 SF _ ___ ________

0011. Articulating Fabric Formed Concrete Mattress 1 JOB _ ___ ________

0012. Dredge Material Placement – Lock Floor

A. First 105,000 CY 105,000 CY _ ___ ________

B. All Over 105,000 CY 40,000 CY _ ___ ________

0013. Alluvium Excavation 25,000 CY _ ___ ________

0014. Rip Rap Excavation

A. First 39,500 CY 39,500 CY _ ___ ________

B. All Over 39,500 CY 8,000 CY _ ___ ________

0015. R5000 Scour Protection 27,500 TN _ ___ ________

0016. Graded B-Stone Scour Protection 5,000 TN _ ___ ________

PRICING SCHEDULE

Item Estimated Unit Extended

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT _

00 00 10-2

0017. Graded C-Stone Scour Protection 8,750 TN _ ___ ________

0018. Timber Cribbing & Mattress Demo 1 JOB _ ___ ________

0019. Site Monitoring 1 JOB _ ___ ________

0020. Separator Wall Backfill 1100 CY _ ___ ________

TOTAL Base SCHEDULE PRICE $ _________

Option 1 Schedule

1001. Assist Vessel Mobilization and 1 JOB _ ___ ________ Demobilization

1002. Assist Vessel 90 DAY _ ___ ________

1003. Assist Vessel Standby 30 DAY _ ___ ________

TOTAL Option 1 SCHEDULE PRICE $ _________

TOTAL BASE and OPTION 1 SCHEDULE PRICES $ _________

ABBREVIATIONS

JOB Job CY Cubic Yards TN Ton LF Linear Feet SF Square Feet DAY Days

(See PRICING SCHEDULE NOTES)

00 00 10-3

PRICING SCHEDULE NOTES

1. All quantities shown on the PRICING SCHEDULE are estimated quantities except when the unit is shown as job "JOB".

2. When proposals are solicited on a unit price basis, offerors shall insert in the spaces provided therefore in the SCHEDULE both the "unit price" and the "estimated amount" resulting from applying the said unit price to the estimated quantity shown. In event the offeror quotes only a total price ("estimated amount") in its bid and fails to quote the unit price, the Government will determine such unit price by dividing the total price quoted by the quantity of the item set out in the SCHEDULE. The offeror agrees that the unit price so determined shall be used for the purpose of price evaluation, award and all payments to the Contractor including final payment.

3. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer and the extension will be corrected accordingly.

4. If a modification to a proposal based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the price schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the price schedule.

5. Offerors are required to submit a price on all items listed on the Pricing Schedule in addition to inserting a total quoted price in the appropriate space provided. Failure to do so will be considered good cause to disqualify the proposal.

6. OPTIONAL LINE ITEMS. Line Item Nos. 1001 through 1003 are OPTIONAL ITEMS. Upon the review of inspection at the site, the Contracting Officer, in accordance with the specifications and drawings, will direct the optional line item work as needed. The Contractor shall perform the appropriate work ONLY when directed by the Contracting Officer. The Government is not obligated to request any work under any optional item(s). The prices for each optional item shall represent your firm price to perform that service.

Payment will be made ONLY for work actually requested and performed to the Government’s satisfaction.

Optional work is detailed in Specification Section 00 08 00.

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