AMD_0008_Pricing_Breakout.docx

Item Unit No. Description Quantity Unit Price Amount

0001 MCKINSTRY ST. RELOCATION (LERRDs(LR) & PROJECT COSTS(PC))

0001AA Mobilization & Demobilization (LR) 1 LS $

0001AB Traffic Control (LR) 50% 0.5 LS $

0001AC Traffic Control (PC) 50% 0.5 LS $

0001AD Demolition Water Line and Valves (LR) 620* LF $

0001AE Demolition Sanitary Sewer Lines (LR) 417* LF $

0001AF Demolition Asphalt Paving (LR) 3,650* SY $

0001AG Demolition Concrete Curb (LR) 1,365* LF $

0001AH Demolition Landscape Wall (LR) 495* SF $

0001AI Remove and Return Light Poles (LR) 2 EA $

0001AJ Relocate Light Poles (LR) 3 EA $

0001AK Salvage Amtrak Signs and Posts (LR) 2 EA $

0001AL Rough Grading (PC) 6,300* CY $

0001AM Sanitary Sewer Pipe CLSM Encasement(LR) 254* CY $

0001AN Sanitary Sewer Modifications (LR) 1 LS $

0001AO Water Line Relocation (LR) 515* LF $

0001AP Water Line Conn to Kayak Bldg (LR) 44* LF $

0001AQ Water Line Conn to 1031 Bldg (LR) 52* LF $

0001AR New Fire Hydrant and Service (LR) 1 EA $

0001AS New Irrigation Service Line (LR) 25* LF $

0001AT Steel Casing Sleeves (LR) 2 EA $

0001AU Cathodic Protection (LR) 1 LS $

0001AV 15” RCP Storm Drain (PC) 41* LF $

0001AW 18” RCP Storm Drain (PC) 200* LF $

0001AX Catch Basins (PC) 2 EA $

0001AY Subgrade Prep Roads/Paved Areas (LR) 15,900* SF $

0001BA Subgrade Prep Sidewalks/Curbs (LR) 12,560* SF $

0001BB Base Course (LR) 2,000* Tons $

0001BC Place Curb (LR) 1,114* LF $

0001BD Place New Roadway (LR) 1,767* SY $

0001BE Place Sidewalk (LR) 1,332* SY $

0001BF Bollards (LR) 24 EA $

0001BG Monitoring (LR) 1 LS $

0001BH Pavement Markings (LR) 1 LS $

SUB TOTAL MCKINSTRY ST. RELOCATION PRICE $

0002 BYPASS CHANNEL (PROJECT COSTS)

0002AA Mobilization & Demobilization 1 LS $

0002AB Traffic Control 1 LS $

0002AC Demolish Parking Lots and Pathways 7,271* SY $

0002AD Demolish Curb and Sidewalk 2,146* SF $

0002AE Demolish Fencing 1,765* LF $

0002AF Demolish Guard Rails and Barriers 200* LF $

0002AG Remove Light Poles 7 EA $

0002AH Remove Street Signs 4 EA $

0002AI Demolish Energy Dissipater 1 LS $

0002AJ Remove RCP Pipe 200* LF $

0002AK Remove Sewer Lines 642* LF $

0002AL Salvage Trees 55 EA $

0002AM Clearing and Grubbing 9.5* ACRE $

0002AN Channel Excavation 123,000* CY $

0002AO Cut to Fill Excavation 28,000* CY $

0002AP Disposal Yard Grading 118,750* CY $

0002AQ Subgrade Preparation 52,900* SY $

0002AR Cofferdams and Dewatering 1 LS $

0002AS Storm Drain – 48” Manhole 1 EA $

0002AT Storm Drain – 30” RCP Storm Drain 127 LF $

0002AU Storm Drain – 48” Manhole 1 EA $

0002AW Fine Grading for Landscaped Areas 30,852* SY $

0002AX Bypass Inlet Sheetpile 294* LF $

0002AY Bypass Inlet Bank Rock Slope Bedding 169* CY $

0002AZ Bypass Inlet Bank Rock Slope Protect 353* TONS $

0002BA Bypass Inlet VRSS Soil Lifts 331* LF $

0002BB Bypass Outlet Sheetpile 150* LF $

0002BC Bypass Outlet Bank Rock Slope Bedding 80* CY $

0002BD Bypass Outlet Bank Rock Slope Protect 175* TONS $

0002BE Bypass Outlet Launchable Toe Bedding 327* CY $

0002BF Bypass Outlet Launchable Toe Protect 2,300* TONS $

0002BG Bypass Outlet Launchable Toe Fill 2,083* CY $

0002BH Napa Creek BP STA 17+70 to STA 16+00 170* LF $

0002BI Napa Creek BP STA 16+00 to STA 14+55 145* LF $

0002BJ Rootwads 10 EA $

0002BK Stepped Energy Dissipater 191* CY $

0002BL Slab on Grade under Wine Train Bridge 1,365* CY $

0002BM Energy Dissipater Blocks 17 EA $

0002BN Concrete Curb at Energy Dissipater 200* LF $

0002BO Monitoring 1 LS $

0002BP Low Flow Channel Excavation 3,935* CY $

0002BQ Low Flow Channel Rock Lining 2163* Tons $

0002BR Concrete Elliptical Stage 26* CY $

0002BS China Point Pathway 436* LF $

0002BT Slab on Grade under Soscol St Bridge 972* CY $

0002BU Slab on Grade under First St Bridge 188* CY $

0002BV Box Culvert Structure 1 LS $

SUB TOTAL BYPASS CHANNEL BASE PRICE $

0003 10’ CONCRETE PATHWAYS (BETTERMENTS & RECREATION)

0003AB 10’ Concrete Pathways (BETTERMENT) 109* CY $

0003AE Excavation (RECREATION) 129* CY $

0003AF Base Course (BETTERMENT) 263* TONS $

0003AG Base Course (RECREATION) 177* TONS $

0003AH Geotextile Fabric (BETTERMENT) 1,514* SY $

0003AI Geotextile Fabric (RECREATION) 836* SY $

0003AJ Backfill (BETTERMENT) 68* CY $

0003AK Backfill (RECREATION) 46* CY $

SUB TOTAL 10’ CONCRETE PATHWAYS (BETTERMENTS & REC) BASE PRICE $ _________

0004 12’ CONCRETE PATHWAYS (BETTERMENTS & RECRECREATION)

0004AA 12’ Concrete Pathways (BETTERMENT) 396* CY $

0004AB 12’ Concrete Pathways (RECREATION) 327* CY $

C Excavation (BETTERMENT) 521* CY $

0004AD Excavation (RECREATION) 433* CY $

0004AE Base Course (BETTERMENT) 713* TONS $

0004AF Base Course (RECREATION) 592* TONS $

0004AG Geotextile Fabric (BETTERMENT) 3,441* SY $

0004AH Geotextile Fabric (RECREATION) 2859* SY $

0004AI Backfill (BETTERMENT) 137* CY $

0004AJ Backfill (RECREATION) 113* CY $

SUB TOTAL 12’ CONCRETE PATHWAYS (BETTERMENTS & REC) BASE PRICE $

0005 LANDSCAPING (PROJECT COSTS)

0005AA Soil Preparation 28,616* SY $

0005AB Turf Reinforcement Mat 30,242* SY $

0005AC Plantings – Shrubs 2,652* EA $

0005AD Plantings – Trees 73 EA $

0005AE Plug Plantings (1 Gallon) 6,753 EA $

0005EE Plug Plantings (5” X 2.25”) 9,995 EA $

0005AF Irrigation System 1 LS $

0005AG Seeding 5.9* ACRE $

0005AH Rock Buttress 1 LS $

SUB TOTAL LANDSCAPING BASE PRICE $

0006 UTILITY FEES (PROJECT COSTS)

0006AA Irrigation Water Line Fee 1 LS $

SUB TOTAL Irrigation Water Line BASE PRICE $

BASE ITEMS TOTAL PRICE $

Option Schedule

1001 CONSTRUCT DOWNSTREAM RIVER ACCESS (BETTERMENTS)

1001AA Excavate 142* CY $

1001AB Concrete 85* CY $

1001AC Backfill 80* CY $

SUB TOTAL DOWNSTREAM RIVER ACCESS OPTION PRICE $

1002 CONSTRUCT FLOODWALLS 352, 362, & FLOODWALL ELECTRICAL AND LIGHTING

FLOODWALL 352

1002AA Excavation 2,700* CY $

1002AB Cast-in-Place Wall w/Pedestals 1,218* LF $

1002AC Gabion Wall 84* LF $

1002AD Architectural Railing (low) 390* LF $

1002AE Floodwall 352 Closure Structure 1 LS $

1002AF Floodwall 352 Flood Gates 1 LS $

1002AG Backfill 3,030* CY $

1002AH Patch Asphalt 1 LS $

1002AI Floodwall 352 Maintenance Road 559* LF $

1002JJ Floodwall 352 Drainage Closure Gate 1 LS $

FLOODWALL 362

1002AJ Excavation 2,100* CY $

1002AK Cast-in-Place Wall w/Pedestals 983* LF $

1002AL Architectural Railing (low) 432* LF $

1002AM Architectural Railing (tall) 163* LF $

1002AN Floodwall 362 Closure Structure 1 LS $

1002AO Floodwall 362 Flood Gates 1 LS $

1002AP Backfill 2,233* CY $

1002AQ Patch Asphalt 1 LS $

1002AR Floodwall 362 Maintenance Road 381* LF $

FLOODWALL ELECTRICAL AND LIGHTING (BETTERMENTS)

1002AS Conduits 1 LS $

1002AT Conductors 1 LS $

1002AU Floodwall Lighting 1 LS $

1002AV Closure Structure Lighting 1 LS $

1002AW Power Service 1 LS $

1002AX 1ST Street Bridge Lighting 1 LS $

1003AY Soscol Avenue Bridge Lighting 1 LS $

SUB TOTAL FLOODWALLS, ELECTRICAL, AND LIGHTING OPTION PRICE $

1003 IN-SITU SOLID WASTE REMOVAL (MAY BE EXERCISED UP TO 10 TIMES)

1003AA 20 Ton Batches of Solid Waste Removal 10 Lots $

SUB TOTAL Solid Waste Removal OPTION PRICE $

1004 CONSTRUCT RETAINING WALLS IN LIEU OF FLOODWALLS

1004AA Excavation 1,032 CY $

1004AB Cast-in-Place Wall 230 CY $

1004AC Backfill 983 CY $

1004AD Chain Link Fence 1,565 LF $

1004AE Conduits 1 LS $

1004AF Conductors 1 LS $

1004AG Light Poles/Fixtures 2 EA $

1004AH Power Service 1 LS $

SUB TOTAL Retaining Wall OPTION PRICE $ Notes:

1. Prices must be submitted on all individual items of this pricing breakout. Failure to do so may cause the proposal to be determined "unacceptable".

2. If a modification to a price is submitted which provides for a lump sum adjustment to the total price, the application of the lump sum adjustment to each item 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 item.

3. The offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items. The Government will review all submitted prices for any unbalancing of the items. Any submitted price determined to be unbalanced may cause the proposal to be determined "unacceptable".

4. In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended proposed price. If the offeror shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

5. Exercise of any option occurs upon mailing of written notice to the Contractor. Exercise will be made by the Contracting Officer. The price for exercise of the option includes all work and effort associated with the scope of that item.

* QUANTITY IS AN ESTIMATED AMOUNT. SEE SECTION 00700, FAR 52.211-18, FOR VARIATION IN ESTIMATED QUANTITY CONTRACT CLAUSE.