Updated Attachment H - UCCG OPC Pier Price Proposal Form REV 1.pdf

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Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
Solicitation number
N4008526R0001
Issued by

About this file

This is a Bid Price Schedule for the USCG OCR Homeport Initiative OPC Pier construction project at Newport Naval Station, Newport, Rhode Island (eProject No. 1826479).

The base contract (Line Item 0001) requires comprehensive pier construction and demolition work including: demolition of existing Pier 1, construction of landside area and new Bulkhead S45S, and construction of new OPC Pier 1. Detailed unit-priced line items cover specific construction elements such as furnishing and installing various pile types (36" diameter reinforced concrete filled steel pipe piles for 30,510 linear feet, HP 14x102" piles for 416 linear feet, HP 10x42" piles for 512 linear feet, 30" diameter reinforced concrete filled steel pipe piles for 598 linear feet, and polymeric fender piles for 40,996 linear feet). Additional base work includes dynamic pile load testing, steel sheet pile sheeting installation for bulkhead (213 tons), subsurface water sampling and disposal, and dredging operations (11,950 cubic yards). Significant demolition and hazardous material removal work is specified, including asbestos-containing materials, PCB-containing materials, mercury and PCB light ballasts, PCB transformers, and lead removal from anchors and cleats. Two optional line items are available: Option Item No. 1 for a compressed air system and Option Item No. 2 for cast-in-place concrete pavement alternative.

Bidders must provide firm fixed prices for all line items with no economic price adjustment provision. The contract completion date is 918 days after award, with optional items exercisable within 365 calendar days of contract award. Estimated quantities marked with an asterisk (*) are subject to equitable adjustment if actual quantities vary more than 15 percent; pile quantities allow 25 percent variance before adjustment. Award will be evaluated on total proposed price for Line Items 0001-0003 combined, and the Government reserves unilateral rights to exercise or reject optional items. Performance bonds must reflect 100 percent of aggregate contract value if any optional items are exercised. Failure to provide pricing for any line item will result in rejection of the proposal.

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USCG OCR Homeport Initiative OPC Pier eProject No. 1826479

Newport Naval Station – Newport, RI

BID 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

0001 BASE PRICE: Total

Price for (subtotals of

Line Items 0001A through 0001Z) the entire work for USCG

OCR Homeport OPC

Pier, including demolition of existing

Pier 1, construction of landside area and new

Bulkhead S45S, and construction of new OPC

Pier 1 at Naval Station

Newport, RI, in accordance with the drawings and specifications, complete, but excluding work provided as Option

Items.

1 LS $___________

0001A Price for the construction of the new OPC Pier, and all associated site work and utilities as indicated on the drawings and in the specifications excluding work provided in another priced line item.

1 LS

0001B

Unit price to furnish and install 36” diameter reinforced concrete filled steel pipe piles for the pier, complete in accordance with the drawings and specifications, but excluding work provided in another priced line item.

30,510* LF

0001C

Unit Price for providing all work in connection with installation of Steel

Pipe Pile/Casing Pipe

Obstruction (less than one cubic yard).

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

52*

EA

0001CA

Unit price for demolition, removal, and disposal of debris larger than 1 cubic yards (i.e.

abandoned foundations, utility structures, timber piles, etc.) encountered within planned excavations (i.e., utilities, foundations) or encountered at planned pile locations that is not indicated on the

Demolition Plans.

50*

Tons

(Truck

Scale

Measure)

0001D install HP 14x102” piles for the pier, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

416* LF

0001E install HP 10x42” piles for the pier, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

512* LF

0001F install 30” diameter reinforced concrete filled steel pipe piles for the pier, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

598* LF

0001G install polymeric fender piles for the pier, complete in accordance with the drawings and specifications, but excluding work provided

40,996* LF

0001H

Unit price to provide dynamic pile load PDA test for 36" diameter steel pipe piles

(includes re-strike) for the pier, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

5 EA

0001I

Unit price to provide dynamic pile load test for polymeric fender piles with steel H-pile extension, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

3 EA

0001J Sampling, testing, treatment, and discharge or off-site disposal of subsurface water encountered during construction. On-site discharge must comply with RIPDES

Remediation General

Permit requirements, complete in accordance with the drawings and specifications, but excluding work provided

0001K Price for entire work for

Bulkhead S45S construction, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

0001L Unit price to furnish and install steel sheet pile sheeting for Bulkhead

S45S, including delivery, handling, driving, splicing, trimming, and application of coatings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line item. Costs of deadman anchors, tie rods, wales, should not be included in this line item.

213 TON

0001M “In lieu” Fee for potential Eel Grass damage / disturbance adjacent to new S45S bulkhead.

1 LS

0001N Price for the demolition of existing Pier 1 in its entirety and all associated landside demolition excluding work provided in another priced line item.

1 LS

0001O

Unit price to remove and dispose of all soil considered to be non-hazardous from the site to a licensed RCRA facility, complete in accordance with the

21,630*

Tons

(Truck

Scale

Measure) drawings and specifications, but excluding work provided item

0001P

Unit price to remove and dispose of all soil considered hazardous from the site to a licensed RCRA facility, complete in accordance with the drawings and specifications, but excluding work provided in another priced line item

1,350*

Tons

(Truck

Scale

Measure)

0001Q Unit price to remove and dispose of asbestos containing materials

(>1% ACM) from existing Pier 1 – Glazing compound from 24 windows at existing Pier

1 buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

372 LF

0001R Unit price to remove and dispose of asbestos containing materials

(>1% ACM) from existing Pier 1 –Tar roofing on existing buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

4,000 SF

0001S Unit price to remove and dispose of caulking containing PCBs on existing Pier 1 Buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

510 LF

0001T Unit price to remove and dispose of PCB containing light ballasts from Pier 1 buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

14 Each

0001U Unit price to remove and dispose of PCB-

Impacted CMU and

Concrete/Asphalt from existing Pier 1 and existing Pier 1 buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

606 CF

0001V Unit price to remove and dispose of Mercury containing light ballasts from Pier 1 buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

14 Each

0001W Unit price to remove and dispose of PCB containing transformers from existing Pier 1, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

1 Each

0001X Unit price to remove and dispose of mercury containing thermostats from Pier 1 buildings, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

2 Each

0001Y Unit price to remove and dispose of lead from anchors in cleats and bollards from existing

Pier 1, complete in accordance with the drawings and specifications, but excluding work provided in another priced line

2 Tons

0001Z Unit price for dredging and dredge disposal

(Including allowable over dredge), complete in accordance with the drawings and specifications, but excluding work provided in another priced line

11,950 CY

0002 Option Item No. 1:

Compressed Air System:

Furnish and install in accordance with the drawings and specifications

Option Item No. 2:

Additional costs to provide cast-in-place concrete pavement for the designated laydown area in lieu of asphalt pavement, complete.

TOTAL

Line Items 0001 – 0003

GENERAL BID NOTES

a. Award will be evaluated on the total proposed price for Line Items 0001 – 0003, Base Price and the sum of all Option Item prices. The subtotal of Line Item 0001A-0001Z is included in Line Item 0001.

b. The Government reserves the unilateral right to award any or all of Line Items 0002 and 0003 to the

Contractor at the proposed price within 365 calendar days after the contract award and in accordance with all bid notes. A firm fixed proposed price is required for Line Item 0001-0003. No provision is made for economic price adjustment. If Line Items 0002 and 0003 are exercised, the contract completion date (CCD) remains 918 days after contract award.

c. Quantities on the bid schedule that are followed by an asterisk (*) are estimated quantities. If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 15 percent or below 85 percent of the estimated quantity.

If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the

Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

d. Pile quantities on the bid schedule that are followed by an asterisk (*) are estimated quantities. Requirements mentioned in Item C of the General Bid Notes shall not apply to payment for piling. Each pile and test pile acceptably provided will be paid for at the bid unit price for units actually installed. The unit price shall include items incidental to furnishing and driving the piles including mobilization and demobilization, predrilling, probing, redriving uplifted piles, and cutting off piles at the cutoff elevation. Payment shall be made for production and test piles at the bid unit price for the length of pile, from tip to final cutoff, actually provided, including buildups and splices directed by the Contracting Officer to be made. Should the actual cumulative pile length driven (tip to cutoff) vary more than 25 percent from the total estimated pile length specified as a basis for bidding, the price shall be adjusted based upon any increase or decrease in costs due solely to the variation.

e. Evaluations of Options (JUL 1990). Except when it is determined in accordance with RFO 17.202 (b) not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the

Total Price for Line Items 0002 through 0003 to the Total Price for the Base Bid, (Line Item 0001). Evaluation of options will not obligate the Government to exercise the Option(s). (RFO 52.217-5).

f. The Government may reject an offer as non-responsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly understated for some work and prices which are significantly overstated for other work.

g. Failure to enter a price for any Line Item will result in a proposal being rejected.

h. For bid items where unit prices are indicated as required, bidders shall enter unit prices and extended totals in spaces provided. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the extended total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

i. If any or all of Line Items 0002 and 0003 is exercised, additional bonding and consent of surety is required.

Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all items.

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