Attachment_1__Pricing_Schedule.pdf

SACRAMENTO AND STOCKTON DEEP WATER SHIP CHANNELS

PRICING SCHEDULE

FROM DATE OF AWARD to 31 MAY 2015

MAINTENANCE DREDGING, SACRAMENTO AND STOCKTON DEEP WATER SHIP CHANNELS

From Date of Award to 31 May 2015

LINE ITEM NO. DESCRIPTION

ESTIMATED

QUANTITY

UNIT OF

MEASURE UNIT PRICE

IDIQ Maintenance Dredging, Mobilization, Demobilization, Reporting

0001AA Mobilization 1 LS $

0001AB Demobilization 1 LS $

0001AC Fish Monitoring Report 1 EA $

0001AD Water Quality Report 1 EA $

0001AE

Methyl Mercury Monitoring Report 1 EA $

Dredging with a pumping/1-way transit distance and dredge material consisting of:

Unclassified dredge material (mud) with a depth of cut less than or equal to 2.0 ft

0102AA

0202AA Pumping less than 5,000 ft 1* CY $

0102AB

0202AB

Pumping between 5,000 ft and less than 10,000 ft 1* CY $

0102AC

0202AC

Pumping between 10,000 ft and less than 15,000 ft 1* CY $

0102AD

0202AD

Pumping between 15,000 ft and less than 20,000 ft 1* CY $

0102AE

0202AE

Pumping between 20,000 ft and less than 25,000 ft 1* CY $

0102AF

0202AF

Pumping between 25,000 ft and less than 30,000 ft 1* CY $

Unclassified dredge material (mud) with a depth of cut greater than 2.0 ft

0103AA

0203AA Pumping less than 5,000 ft 1* CY $

0103AB

0203AB

0103AC

0203AC

0103AD

0203AD

0103AE

0203AE

0103AF

0203AF

Classified dredge material (sand) with a depth of cut less than or equal to 2.0 ft

0104AA

0204AA Pumping less than 5,000 ft 1* CY $

0104AB

0204AB

0104AC

0204AC

0104AD

0204AD

0104AE

0204AE

0104AF

0204AF

Classified dredge material (sand) with a depth of cut greater than 2.0 ft

0105AA

0205AA Pumping less than 5,000 ft 1* CY $

0105AB

0205AB

0105AC

0205AC

0105AD

0205AD

0105AE

0205AE

0105AF

0205AF

Placement Site (Class I and Class II) Preparation, Incremental Mobilization, Fish Monitoring, Water Quality Monitoring

0106AA

0206AA

Prep of Class I Placement Sites 1* EA $

0106AB

0206AB

Prep of Class II Placement

0106AC

0206AC

Incremental Mobilization Between Placement Sites or Dredging Reaches 1* 0.1 mile $

0106AD

0206AD Fish Monitoring (per 1k CY) 1* CY $

0106AE

0206AE

Water Quality Monitoring (per 1k CY) 1* CY $

Methyl Mercury Monitoring and Evaluation

0107AA

0207AA Sampling Events per DMPS 1* EA $

0107AB

0207AB

Laboratory Samples per

DMPS 1* EA $

NOTE—Material classification is based upon the shoaled area’s geographic location

* THE ACTUAL DREDGE QUANTITY CAN VARY BETWEEN 0 AND 600,000 CY FOR THE DREDGING

YEAR. THE ACTUAL INCREMENTAL MOBILIZATION BETWEEN PLACEMENT SITES CAN VARY

BETWEEN 500 FEET AND 50 MILES. THE NUMBER OF PLACEMENT SITES REQUIRING

PREPARATION CAN VARY BETWEEN 1 AND 10 SITES. THE NUMBER OF PLACEMENT SITES

REQUIRING METHYL MERCURY MONITORING CAN VARY BETWEEN 0 TO 5 SITES.

1 JUNE 2015 to 31 MAY 2016

1 June 2015 to 31 May 2016

QUANTITY

1001AA Mobilization 1 LS $

1001AB Demobilization 1 LS $

1001AC Fish Monitoring Report 1 EA $

1001AD Water Quality Report 1 EA $

1001AE

1102AA

1202AA Pumping less than 5,000 ft 1* CY $

1102AB

1202AB

1102AC

1202AC

1102AD

1202AD

1102AE

1202AE

1102AF

1202AF

1103AA

1203AA Pumping less than 5,000 ft 1* CY $

1103AB Pumping between 5,000 ft 1* CY $

1203AB and less than 10,000 ft

1103AC

1103AD

1203AD

1103AE

1203AE

1103AF

1203AF

1104AA

1204AA Pumping less than 5,000 ft 1* CY $

1104AB

1204AB

1104AC

1204AC

1104AD

1204AD

1104AE

1204AE

1104AF

1204AF

1105AA

1205AA Pumping less than 5,000 ft 1* CY $

1105AB

1205AB

1105AC

1205AC

1105AD

1205AD

1105AE

1205AE

1105AF

1205AF

1106AA

1206AA

1106AB

1206AB

1106AC

1206AC

Incremental Mobilization

1106AD

1206AD Fish Monitoring (per 1k CY) 1* CY $

1106AE

1206AE

1107AA

1207AA Sampling Events per DMPS 1* EA $

1107AB

1207AB

YEAR. THE ACTUAL INCREMENTAL MOBILIZATION BETWEEN PLACEMENT SITES CAN VARY

BETWEEN 500 FEET AND 50 MILES. THE NUMBER OF PLACEMENT SITES REQUIRING

1 JUNE 2016 to 31 MAY 2017

1 June 2016 to 31 May 2017

QUANTITY

2101AA

2201AA Mobilization 1 LS $

2101AB

2201AB Demobilization 1 LS $

2101AC

2201AC Fish Monitoring Report 1 EA $

2101AD

2201AD Water Quality Report 1 EA $

2101AE

2201AE

2102AA

2202AA Pumping less than 5,000 ft 1* CY $

2102AB

2202AB

2102AC

2202AC

2102AD

2202AD

2102AE

2202AE

2102AF

2202AF

2103AA

2203AA Pumping less than 5,000 ft 1* CY $

2103AB

2203AB

2103AC

2203AC

2103AD

2203AD

2103AE

2203AE

2103AF

2203AF

2104AA

2204AA Pumping less than 5,000 ft 1* CY $

2104AB

2204AB

2104AC

2204AC

2104AD

2204AD

2104AE

2204AE

2104AF

2204AF

2105AA

2205AA Pumping less than 5,000 ft 1* CY $

2105AB

2205AB

2105AC

2205AC

2105AD

2205AD

2105AE

2205AE

2105AF Pumping between 25,000 ft 1* CY $

2205AF and less than 30,000 ft

2106AA

2206AA

2106AB

2206AB

2106AC

2206AC

Incremental Mobilization

2106AD

2206AD Fish Monitoring (per 1k CY) 1* CY $

2106AE

2206AE

2107AA

2207AA Sampling Events per DMPS 1* EA $

2107AB

2207AB

YEAR. THE ACTUAL INCREMENTAL MOBILIZATION BETWEEN PLACEMENT SITES CAN VARY

BETWEEN 500 FEET AND 50 MILES. THE NUMBER OF PLACEMENT SITES REQUIRING

ADDITIONAL INSTRUCTIONS:

1. There will be 2 Notice to Proceeds (NTP) issued with each task order. The first will be to complete the construction submittals. The second will allow construction work to begin.

2. There will only be one mobilization, demobilization, fish monitoring report, water quality report and methyl mercury report respectfully for each task order.

3. For “Line Item No” with two CLIN, the second digit in the “Line Item No” indicates the deep water ship channel (1 is for Sacramento and 2 is for Stockton). The distinction is necessary for use in the Resident Management System (RMS) which the Corps uses for management of the contract. The one unit price will be for used for both channels.

4. This contract covers the mobilization, demobilization, dredging, operation and maintenance of upland placement area(s), fish entrainment, and water quality monitoring along the Stockton and Sacramento Deep Water Ship Channels (base plus 2 option years). Task Orders will be priced according to the average depth of cut and the distance between the shoal and the placement site.

5. Prices must be submitted on all individual items of this Pricing Schedule. Failure to do so may be cause for rejection of bids.

6. The bidder/offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items in the Pricing Schedule. The Government will review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalanced may be considered nonresponsive and cause the bidder to be ineligible for award.

7. The lump sum, "LS", and each, “EA”, line items above are not subject to the Variation in Quantity contract clause.

8. EFARS 52.214-5000 APPARENT CLERICAL MISTAKES - ARITHMETIC DISCREPANCIES (DEC

1995)—EFARS

a. For the purpose of initial evaluation of bids/offers, the following will be utilized in resolving arithmetic discrepancies found on the face of the Pricing Schedule as submitted by bidders/offerors:

i. Obviously misplaced decimal points will be corrected

ii. Discrepancy between unit price and extended price, the unit price will govern;

iii. Apparent errors in extension of unit prices will be corrected;

iv. Apparent errors in addition of lump-sum and extended prices will be corrected.

b. For the purpose of bid/offer evaluation, the Government will proceed on the assumption that the bidder/offeror intends the bid/offer to be evaluated on basis of the unit prices, the total arrived at by resolution of arithmetic discrepancies as provided above and the bid/offer will be so reflected on the abstract of bids/offers.

c. These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

9. TASK ORDERS

a. The Government may issue multiple task orders requiring performance at multiple locations within one or both ship channels. In such instances, the Contractor shall perform the work at multiple locations consecutively and in the order of priority described in the applicable task order(s). Task orders may be delayed or not issued for such reasons as funding limitations, delays due to obtaining the necessary regulatory permits, placement sites, high river stages, resolution of water quality issues, or other circumstances. The contractor will not be entitled to any compensation for any delays caused by the Government in issuing or awarding task orders within the dredging window of each respective ship channel.

b. Once a task order has been issued, the Contractor will undertake the work in accordance with the Performance Schedule listed in Section 00800: SPECIAL CONTRACT REQUIREMENTS.

c. Historically, the Government has issued task orders that cumulatively resulted in dredging an estimated amount of 300,000 (or more) cubic yards of material.

d. Initial Task Order: The Government intends to negotiate and issue its first task order as soon as practicable after award of the contract.

10. PRICING OF TASK ORDERS

a. Each Task Order will be negotiated according to the requirements described in the Scope of

Work. The limits of work will be divided into specific dredging reaches each identified with beginning and ending stationing and placement site. The depth of cut and pumping/transit distance will be determined in 1000 ft increments within each dredging reach. Dredging and other related costs will be based on the corresponding unit prices selected from the Pricing Schedule.

Adjustments to the unit price may be made if the final dredge quantities for a particular reach will result in a different unit cost due to a change in the depth of cut or pumping/transit distance. Final pay yardage will be determined by pre-dredge and post-dredge construction surveys. The following describes how the various line items would be computed for a task order.

b. Pumping Distance or 1-way Transit Distance: For each dredging reach, a starting point will be selected by identifying that portion or end of the reach which is closest to the placement site landing point. The landing point represents a selected point in the placement site. The stationing of the landing point is determined by a perpendicular projection of the channel’s centerline stationing onto this point. In the case of overlapping placement sites, the starting point may be between the placement sites. Starting points in the cost proposal will be selected on the basis of whatever combination represents the overall lowest cost to the Government. From the starting point, the reach will be divided into 1,000' segments and the midpoint of each segment and any fractional portion will be computed. The pumping distance for each segment will be computed as the distance along the channel’s centerline stationing between the midpoint of each segment and the landing point of the closest placement site(s). To this distance, a landing pipe allowance for the particular placement site will be added (See Section 35 20 23: DREDGING AND DREDGE MATERIAL PLACEMENT SITES) with adjustments made for an elevated site and the sum will represent the pumping or transit distance for the segments. For sites that do not have a landing point location or pumping distance identified in the specifications, the information will be provided in the Scope of Work. The Contractor may propose the use of landing point locations other than those specified propose in the cost proposal if this results in a lower cost to the Government.

EXAMPLE -- Pumping/Transit Distance:

Determine Starting Point = Sta 645+50;

Determine Landing Line Put in Location = sta 645+50;

Determine mid-points of the 1000' and fractional segments beginning at the starting point:

MP-1 = sta 650+50 MP-2 = sta 660+50 MP-3 = sta 641+75;

Compute pumping distance (PD) to the mid-point of the segments:

PD-1 = sta 650+50 - sta 645+50 + 500 ft (landing pipe allowance) = 1000 ft PD-2 = sta 660+50 - sta 645+50 + 500 ft (landing pipe allowance) = 2000 ft PD-3 = sta 645+50 - sta 641+75 + 500 ft (landing pipe allowance) = 875 ft;

c. Average Depth of Cut: For each 1000 ft segment or fraction within a dredging reach, an average depth of cut (DC) will be computed by dividing the required dredge yardage within the segment (required depth plus any material removed directly below the required dredging area polygon and within the allowable overdepth prism) by the area of cut within the segment. The area of cut is the surface area (in plan view) of the polygon bounded by the line indicating the channel’s bottom width and the contour line drawn at the required depth. This surface is represented on the task order drawings as the “cross hatched” required dredging area. Any material removed beyond the required dredging area polygon and within the allowable overdepth prism will be paid at the same unit price computed for the required dredging area (i.e, the depth of cut will not be recomputed).

A planimeter or computer aided drafting program may be used to compute the area of the polygons. The channel’s bottom width will be computed at each channel’s authorized depth which will vary between 30 and 35 ft, and at 40 ft when advanced maintenance dredging is authorized.

The amount of allowable overdepth, which can vary between 1 and 2 feet, will be specified in the task order. Yardage computations will be determined from the before construction and after construction cross sections developed from Government sounding data using the average end area, TIN, or DTM methods selected at the option of the Government. The projected area of any material along the side slopes of the channel is not included in the quantity computations.

Interpolation between stations will be utilized when computing the volume within a segment. The depth of cut shall be rounded to the nearest 0.1 foot or 0.01 meter if the task order is written in metric units.

EXAMPLE -- Average Depth of Cut:

Segment 1: Depth of Cut (DC-1) = V1/A1 volume (V1) = v1 + v2 + v3 = (16,000 + 3,000 + 1,000 cy) = 20,000 * 27 = 540,000 ft3 area (A1) = a1 + a2 + a3 = 150,000 + 50,000 + 15,000 = 215,000 ft2 DC-1 = 540,000/215,000 = 2.51 ft ~ 2.5 ft (rounded)

Segment 2: Depth of Cut (DC-2) = V2/A2 volume (V2) = v4 + v5 =(4,500 + 6,000 cy) = 10,500 * 27 = 283,500 ft3 area (A2) = a4 + a5 = 100,000 + 75,000 = 175,000 ft2 DC-2 = 283,500/175,000 = 1.62 ft ~ 1.6 ft (rounded)

Segment 3: Depth of Cut (DC-3) = V3/A3 volume (V3)= v6 + v7 + v8 = (1,000 + 1,000 + 500 cy) = 2,500 * 27 = 67,500 ft3 area (A3) = a6 + a7 + a8 = 15,000 + 22,000 + 25,000 = 62,500 ft2 DC-3 = 67,500/62,500 = 1.08 ft ~ 1.1 ft (rounded)

d. Dredging Unit Cost: Based upon the geographic location of the work, the appropriate dredge material classification in the Pricing Schedule will be determined and the unit cost associated with the average depth of cut and the pumping distance for each segment in the dredging reach will be selected.

EXAMPLE -- Dredging Unit Cost Since dredging occurs downstream of station 900+00 in the Stockton Ship Channel, the material is classified as sand.

Segment 1:

Enter the Price Schedule with a depth of cut of 2.5’ and a pumping distance of 1000 ft.

Select unit cost from line item 0205AA. Calculate the dredging cost for this segment of the dredging reach by multiplying this unit price by the volume within the segment (i.e., 20,000 cy).

Segment 2:

Enter the Price Schedule with a depth of cut of 1.6’ and a pumping distance of 2000 ft.

Select unit cost from line item 0204AA. Calculate the dredging cost for this segment of the dredging reach by multiplying this unit price by the volume within the segment (i.e., 10,500 cy).

Segment 3:

Enter Price Schedule with a depth of cut of 1.1’ and a pumping distance of 875 ft. Select unit cost from line item 0204AA. Calculate the dredging cost for this segment of the dredging reach by multiplying this unit price by the volume within the segment (i.e., 2,500 cy).

e. Mobilization & Demobilization: Mobilization and demobilization costs will be determined from the Pricing Schedule for the current dredging year. If a multiple task order is issued before the completion date stipulated under a previously issued task order, only incremental (and not a complete mobilization) costs will be paid.

EXAMPLE -- Mobilization & Demobilization: The task order calls for initial mobilization to the dredge site, and then demobilized off the job site.

Mobilization = (Cost from line item 0001AA of the pricing schedule) Demobilization = (Cost from line item 0001AB of the pricing schedule)

End of Section –