A02 - W912EK25A018 - L19 - BLANK COPY SOP_FOR CONTRACTOR.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- Mississippi River Basin, Lock 19, Keokuk, IA, Nose Pier Replacement and Bulkhead Recesses
- Solicitation number
- W912EK25RA018SOL
About this file
This file is a pricing schedule for a U.S. Army Corps of Engineers contract for the Mississippi River Basin Lock 19 Nose Pier Replacement and Bulkhead Recesses project in Keokuk, Iowa. The solicitation (W912EK25RA018SOL) is an unrestricted, Lowest Price Technically Acceptable (LPTA) procurement with an estimated value between $25-$100 million and a base contract duration of 638 consecutive calendar days, extendable to 973 days if Option 2 is awarded.
The contract consists of a base bid and two options, involving complex marine construction work. The base bid includes river wall extension, involving mobilization, hydrographic surveys, mechanical dredging, rock excavation, concrete work, precast wall segment fabrication, and electrical installations. Option 1 focuses on constructing a land wall bulkhead recess, while Option 2 involves building a bulkhead sill with drilled shafts, structural steel work, and bulkhead test fitting. The government reserves the right to exercise Option 1 within 107 days and Option 2 within 258 days after the Notice to Proceed, with a maximum contract duration of 973 days. The project is classified under NAICS code 237990 with a size standard of $45 million.
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Table 1
| ITEM NO. | SUPPLIES/SERVICES | QTY | UNIT | UNIT | ||
| PRICE | AMOUNT | |||||
| Base Bid - River Wall Extension and Bulkhead Recess | ||||||
| 0001 | Mobilization and Demobilization | 1 | JOB | XXXXXXX | $ | |
| 0002 | Temporary Construction Facilities | 1 | JOB | XXXXXXX | $ | |
| 0003 | Hydrographic Surveys | 1 | JOB | XXXXXXX | $ | |
| 0004 | Removal and Reinstallation of Appurtenances | 1 | JOB | XXXXXXX | $ | |
| 0005 | Mechanical Dredging | |||||
| 005AA | First 300 Cubic Yards | 300 | CY | $ | $ | |
| 005AB | Over 300 Cubic Yards | 150 | CY | $ | $ | |
| 0006 | Rock Excavation | |||||
| 006AA | First 550 Cubic Yards | 550 | CY | $ | $ | |
| 006AB | Over 550 Cubic Yards | 200 | CY | $ | $ | |
| 0007 | Underwater Concrete Demonstration | 1 | JOB | XXXXXXX | $ | |
| 0008 | Final Clearing of Silt | 1 | JOB | XXXXXXX | $ | |
| 0009 | Monolith 1-R Concrete Removal | 1 | JOB | XXXXXXX | $ | |
| Monolith 1-R Extension | ||||||
| 0010 | Precast Wall Segment Fabrication | 1 | JOB | XXXXXXX | $ | |
| 0011 | Precast Wall Panel Fabrication | 1 | JOB | XXXXXXX | $ | |
| 0012 | Precast Bulkhead Unit Fabrication | 1 | JOB | XXXXXXX | $ | |
| 0013 | Precast Installation | 1 | JOB | XXXXXXX | $ | |
| 0014 | Reinforcing | 450 | LB | $ | $ | |
| 0015 | Armor | 3600 | LB | $ | $ | |
| 0016 | Concrete Placement | 1250 | CY | $ | $ | |
| 0017 | Checkpost Installation | 2 | EA | $ | $ | |
| 0018 | Protection Plate Assembly | 1 | JOB | XXXXXXX | $ | |
| 0019 | Electrical | 1 | JOB | XXXXXXX | $ | |
| TOTAL OF AMOUNTS - BASE BID | ||||||
| (ITEM NOS. 0001 THROUGH 0019, INCL.) | $ | |||||
| Option 1 - Land Wall Bulkhead Recess | ||||||
| 0101 | Mobilization and Demobilization | 1 | JOB | XXXXXXX | $ | |
| 0102 | Temporary Construction Facilities | 1 | JOB | XXXXXXX | $ | |
| 0103 | Removal and Reinstallation of Appurtenances | 1 | JOB | XXXXXXX | $ | |
| 0104 | Dewatering Structure | 1 | JOB | XXXXXXX | $ | |
| 0105 | Bulkhead Recess Assembly Fabrication | 1 | JOB | XXXXXXX | $ | |
| 0106 | Protection Plate Assembly | 1 | JOB | XXXXXXX | $ | |
| 0107 | Bulkhead Recess Assembly Installation | 1 | JOB | XXXXXXX | $ | |
| 0108 | Electrical Routing and Ductbank | 1 | JOB | XXXXXXX | $ | |
| TOTAL OF AMOUNTS - OPTION 1 | ||||||
| (ITEM NOS. 0101 THROUGH 0108 INCL.) | $ | |||||
| Option 2 - Upstream Bulkhead Sill and Bulkhead Test Fit | ||||||
| 0201 | Mobilization and Demobilization | 1 | JOB | XXXXXXX | $ | |
| 0202 | Temporary Construction Facilities | 1 | JOB | XXXXXXX | $ | |
| 0203 | Hydrographic Surveys | 1 | JOB | XXXXXXX | $ | |
| 0204 | Final Clearing of Silt | 1 | JOB | XXXXXXX | $ | |
| Drilled Shafts | ||||||
| 0205 | Drilling in Rock | 105 | LF | $ | $ | |
| 0206 | Casing | 40 | LF | $ | $ | |
| 0207 | Structural Steel | 87100 | LB | $ | $ | |
| 0208 | Reinforcing | 12500 | LB | $ | $ | |
| 0209 | Concrete Placement | 63 | CY | $ | $ | |
| 0210 | Stay-in-place formwork Fabrication | 1 | JOB | $ | $ | |
| 0211 | Stay-in-place Formwork Installation | 1 | JOB | $ | $ | |
| 0212 | Bulkhead Retrieval and Return | 1 | JOB | XXXXXXX | $ | |
| 0213 | Bulkhead Test Fit | 1 | JOB | XXXXXXX | $ | |
| TOTAL OF AMOUNTS - OPTION 2 | ||||||
| (ITEM NOS. 0201 THROUGH 0213, INCL.) | $ | |||||
| TOTAL OF AMOUNTS - BASE BID, OPTION 1 AND OPTION 2 (ITEM NOS. 0001 THROUGH 0213, INCL.) | $ |
JOB = LUMP SUM EA = EACH LF= LINEAR FEET CF = CUBIC FEET CY= CUBIC YARD LB= POUND
REFER TO FAR 52.211-8 FOR MORE INFORMATION.
| (1) OFFER MUST PRICE ALL LINE ITEMS. |
| (2) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS COULD RENDER YOUR BID NON-RESPONSIVE. |
| (3) ALL PRICING TO INCLUDE DELIVERY FEES |
THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTION 1 NO LATER THAN 107 DAYS AFTER NOTICE TO PROCEED AND OPTION 2 NO LATER THAN 258 DAYS AFTER NOTICE TO PROCEED
IF OPTION 1 IS EXERCISED, THE CONTRACT WILL NOT BE EXTENDED; IF OPTION 2 IS EXERCISED, THE CONTRACT WILL BE EXTENDED TO 973 DAYS AFTER NOTICE TO PROCEED.
MAXIMUM CONTRACT DURATION WITH ANY COMBINATION OF AWARDED OPTIONS IS 973 DAYS AFTER NOTICE TO PROCEED.
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