Bid Abstract - MR562.xlsx
XLSX spreadsheet 336 KB Posted
- Attached to
- Missouri River Levee R-562 Repair
- Solicitation number
- W9128F25BA001
About this file
This document is a Bid Abstract for the Missouri River Levee R-562 Repair project, detailing three bid proposals from contractors: ESI Contracting, Corp, Hendrickson Transportation, LLC, and HSG Park Joint Venture. The U.S. Army Corps of Engineers, Omaha District, solicited bids for comprehensive levee repair work in Peru, Nebraska, with an estimated construction cost between $25-50 million. The project involves repairing scour holes, critical levee sections, crest damages, riverside/landside erosion, rehabilitating relief wells, and replacing damaged drainage structures.
The bid abstract includes detailed line-item pricing across 38 contract line item numbers (CLINs), covering activities such as clearing, stripping, fill operations, drainage structure repairs, and site restoration. The total base bid amounts range from approximately $43.7 million to $63.8 million, with bidders offering varying unit prices for each line item. The solicitation is restricted to small businesses, with a NAICS code of 237990 and a small business size standard of $45 million. The contract duration was extended to 720 days, and the bid due date is September 29, 2025, at 2:00 PM CST, following multiple amendments that adjusted project requirements and timelines.
View the file
Other files
Show all 39
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Chart2
1616 CAPITOL AVENUE ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 0 45929 OMAHA, NE 68102-1618 ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 5. PROJECT TITLE ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 0 0 ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 0 0 MR 562 Levee Repairs ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 0 0 ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 ALL OFFERS RECEIVED IN RESPONSE SIGNATURE DATE SIGNED AND RECORDED ON THIS ABSTRACT Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist I CERTIFY THAT I HAVE OPENED, READ AND NAME AND TITLE OF CERTIFYING OFFICIAL (Type) W9128F25BA001 7-Jul-25 29-Sep-25 l PAGES 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE 1 OF 1 0 0
PAGE1
| ABSTRACT OF OFFERS - CONSTRUCTION | 1. SOLICITATION NUMBER | 2. DATE ISSUED | 3. DATE OPENED | PAGE 1 OF 1 | |||
| W9128F25BA001 | 7-Jul-25 | 29-Sep-25 | l PAGES | ||||
| 4. ISSUING OFFICE | I CERTIFY THAT I HAVE OPENED, READ AND | NAME AND TITLE OF CERTIFYING OFFICIAL (Type) | |||||
| US ARMY CORPS OF ENGINEERS | AND RECORDED ON THIS ABSTRACT | Lee M. McCormick - Contracting Officer/Karen L. Caskey - Contracting Specialist | |||||
| CONTRACTING DIVISION (CENWO-CT) | ALL OFFERS RECEIVED IN RESPONSE | SIGNATURE | DATE SIGNED | ||||
| 1616 CAPITOL AVENUE | TO THIS SOLICITATION | 29-Sep-25 | |||||
| OMAHA, NE 68102-1618 | |||||||
| 5. PROJECT TITLE | 8. GOVERNMENT ESTIMATE | 9. OFFERS | |||||
| (Check A, B or C AND COMPLETE D, E AND F) | NO. 1 | NO. 2 | NO. 3 | ||||
| MR 562 Levee Repairs | A. HIRED LABOR | A. OFFEROR | A. OFFEROR | A. OFFEROR |
| IGE | ESI Contracting, Corp | Hendrickson Transportation, LLC | HSG PARK JOINT VENTURE 2 | |||||||||
| UEI: PMYFENSD2TG3 | UEI: JQ4LBVBNZK93 | UEI: F1JWKEL887A6 | ||||||||||
| B. REASONABLE CONTRACT | ||||||||||||
| (Without Profit) | ||||||||||||
| 6. NUMBER OF AMENDMENTS ISSUED : 8 | C. REASONABLE CONTRACT | Bid Security $3M | Bid Security $3M | Bid Security $3M | ||||||||
| (Including Profit) | C. AMENDMENTS ACKNOWLEDGED: 8 | C. AMENDMENTS ACKNOWLEDGED: 8 | C. AMENDMENTS ACKNOWLEDGED: 8 | |||||||||
| 7A | 7B | 7C | D. | E. | F. | |||||||
| ITEM # | DESCRIPTION OF OFFER ITEM | EST. QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | |
| CLIN 0001 | Clearing and Grubbing | 1 | JOB | $ 285,000.00 | $ 285,000.00 | $ 249,215.47 | $ 249,215.47 | $ 244,097.76 | $244,097.76 | $ 392,000.00 | $392,000.00 | |
| CLIN 0002 | Stripping | 1 | JOB | $ 181,600.00 | $ 181,600.00 | $ 371,400.47 | $ 371,400.47 | $ 316,856.97 | $316,856.97 | $ 1,016,600.00 | $1,016,600.00 | |
| CLIN 0003 | Riverside Existing Ditch Fill | 17000 | CY | $ 23.46 | $ 398,820.00 | $ 16.76 | $ 284,920.00 | $ 5.06 | $86,020.00 | $ 3.50 | $59,500.00 | |
| CLIN 0004 | Underwater Fill (Breach A, Breach C) | 171000 | CY | $ 23.34 | $ 3,991,140.00 | $ 28.04 | $ 4,794,840.00 | $ 15.27 | $2,611,170.00 | $ 26.50 | $4,531,500.00 | |
| CLIN 0005 | Toe Trench Drain Pervious Material | 62300 | Tons | $ 56.07 | $ 3,493,161.00 | $ 47.36 | $ 2,950,528.00 | $ 44.08 | $2,746,184.00 | $ 47.30 | $2,946,790.00 | |
| CLIN 0006 | Toe Trench Drain Spalls Cover | 8000 | Tons | $ 43.24 | $ 345,920.00 | $ 106.10 | $ 848,800.00 | $ 102.06 | $816,480.00 | $ 103.00 | $824,000.00 | |
| CLIN 0007 | Seepage Berm Pervious Fill | 175000 | CY | $ 25.01 | $ 4,376,750.00 | $ 26.85 | $ 4,698,750.00 | $ 22.66 | $3,965,500.00 | $ 22.40 | $3,920,000.00 | |
| CLIN 0008 | Cohesive Fill | |||||||||||
| CLIN 0008AA | Compacted Embankment | 555000 | CY | $ 23.63 | $ 13,114,650.00 | $ 20.41 | $ 11,327,550.00 | $ 10.37 | $5,755,350.00 | $ 19.00 | $10,545,000.00 | |
| CLIN 0008AB | Topsoil Fill | 78000 | CY | $ 23.46 | $ 1,829,880.00 | $ 11.81 | $ 921,180.00 | $ 13.12 | $1,023,360.00 | $ 17.30 | $1,349,400.00 | |
| CLIN 0009 | Topsoil | 150000 | CY | $ 19.73 | $ 2,959,500.00 | $ 7.66 | $ 1,149,000.00 | $ 2.62 | $393,000.00 | $ 6.80 | $1,020,000.00 | |
| CLIN 0010 | Surfacing | |||||||||||
| CLIN 0010AA | Gravel Surfacing | 24000 | Tons | $ 54.12 | $ 1,298,880.00 | $ 79.27 | $ 1,902,480.00 | $ 62.93 | $1,510,320.00 | $ 52.40 | $1,257,600.00 | |
| CLIN 0010AB | Trail Gravel Surfacing | 500 | Tons | $ 54.74 | $ 27,370.00 | $ 79.27 | $ 39,635.00 | $ 66.12 | $33,060.00 | $ 121.00 | $60,500.00 | |
| CLIN 0011 | Seeding & Mulching | 150 | Acres | $ 6,777.00 | $ 1,016,550.00 | $ 1,700.46 | $ 255,069.00 | $ 1,626.72 | $244,008.00 | $ 1,540.00 | $231,000.00 | |
| CLIN 0012 | Erosion Control Blanket | 375000 | SY | $ 3.66 | $ 1,372,500.00 | $ 2.24 | $ 840,000.00 | $ 2.14 | $802,500.00 | $ 1.85 | $693,750.00 | |
| CLIN 0013 | Stone Protection | |||||||||||
| CLIN 0013AA | Riprap Type A | 5000 | Tons | $ 171.70 | $858,500.00 | $ 130.49 | $ 652,450.000 | $122.40 | $612,000.00 | $ 122.000 | $610,000.00 | |
| CLIN 0013AB | Riprap Type B | 10000 | Tons | $ 134.48 | $1,344,800.00 | $ 132.17 | $ 1,321,700.000 | $123.99 | $1,239,900.00 | $ 116.000 | $1,160,000.00 | |
| CLIN 0013AC | Riprap Type C | 31000 | Tons | $ 132.20 | $4,098,200.00 | $ 135.66 | $ 4,205,460.000 | $127.28 | $3,945,680.00 | $ 119.000 | $3,689,000.00 | |
| CLIN 0013AD | Spalls | 28000 | Tons | $ 125.41 | $3,511,480.00 | $ 108.81 | $ 3,046,680.000 | $110.23 | $3,086,440.00 | $ 107.000 | $2,996,000.00 | |
| CLIN 0013AE | Bedding | 23000 | Tons | $ 38.23 | $879,290.00 | $ 96.53 | $ 2,220,190.000 | $106.64 | $2,452,720.00 | $ 108.000 | $2,484,000.00 | |
| CLIN 0014 | Drainage Structure Sta. 357+40 Removal | JOB | LS | $ 100,500.00 | $ 100,500.000 | $ 45,941.25 | $ 45,941.250 | $22,991.83 | $22,991.83 | $ 8,140.000 | $8,140.00 | |
| CLIN 0015 | Drainage Structure Sta. 654+50 - Removal/Replacement | JOB | LS | $ 401,000.00 | $ 401,000.000 | $ 2,043,522.54 | $ 2,043,522.540 | $2,092,264.04 | $2,092,264.04 | $ 2,001,100.000 | $2,001,100.00 | |
| CLIN 0016 | Drainage Structure Sta. 673+45, 115’ Rt | |||||||||||
| Removal/Install Using Salvaged Pipe Sections | JOB | LS | $ 264,600.00 | $ 264,600.000 | $ 146,373.54 | $ 146,373.540 | $320,599.49 | $320,599.49 | $ 737,100.000 | $737,100.00 | ||
| CLIN 0017 | Drainage Structure Sta. 673+60, 150’ Lt. Removal | JOB | LS | $ 2,500.00 | $ 2,500.000 | $ 19,852.05 | $ 19,852.050 | $22,991.83 | $22,991.83 | $ 7,820.000 | $7,820.00 | |
| CLIN 0018 | Drainage Structure Sta. 673+80, 430’ Lt. Using Salvaged Pipe Sections | JOB | LS | $ 270,700.00 | $ 270,700.000 | $ 216,079.08 | $ 216,079.080 | $355,753.22 | $355,753.22 | $ 818,400.000 | $818,400.00 | |
| CLIN 0019 | Relief Wells | |||||||||||
| CLIN 0019AA | Existing Relief Well Manhole Removals | 31 | Each | $ 4,000.00 | $ 124,000.00 | $ 4,459.59 | $ 138,247.29 | $493.74 | $15,305.94 | $ 2,960.00 | $91,760.00 | |
| CLIN 0019AB | Installation of Relief Well Manholes and Appurtenances | 21 | Each | $ 122,400.00 | $ 2,570,400.00 | $ 17,244.77 | $ 362,140.17 | $14,455.94 | $303,574.74 | $ 14,400.00 | $302,400.00 | |
| CLIN 0020 | Anchor Reinforced Vegetation System | JOB | LS | $ 8,000.00 | $ 8,000.00 | $ 60,076.06 | $ 60,076.06 | $51,814.05 | $51,814.05 | $ 245,000.00 | $245,000.00 | |
| SUBTOTAL BID ITEMS 0001-0020 | $49,125,691.00 | $45,112,079.92 | $35,069,941.87 | $43,998,360.00 | ||||||||
| DAMAGE REPAIRS STA. 272+91.27TO 329+00, 381+00 to 494+50, 496+50 to 546+00, and 550+00 to 590+00 | ||||||||||||
| CLIN 0021 | Tilling - Riverside Regrading | 280000 | SF | $ 0.02 | $ 5,600.00 | $0.26 | $ 72,800.00 | $0.07 | $19,600.00 | $ 0.18 | $50,400.00 | |
| CLIN 0022 | Riverside and Landside Levee Toe Repairs | 23000 | LF | $ 8.56 | $ 196,880.00 | $20.02 | $ 460,460.00 | $6.97 | $160,310.00 | $ 21.50 | $494,500.00 | |
| CLIN 0023 | Riverside and Landside Levee Side Slope Repairs | 840000 | SF | $ 0.46 | $ 386,400.00 | $1.79 | $ 1,503,600.00 | $0.39 | $327,600.00 | $ 2.35 | $1,974,000.00 | |
| CLIN 0024 | Levee Crest Erosion Repairs Grading | 5000 | LF | $ 10.37 | $ 51,850.00 | $34.88 | $ 174,400.00 | $7.64 | $38,200.00 | $ 61.80 | $309,000.00 | |
| CLIN 0025 | Landside Seepage Berm Repairs | 450000 | SF | $ 1.05 | $ 472,500.00 | $1.03 | $ 463,500.00 | $1.31 | $589,500.00 | $ 2.15 | $967,500.00 | |
| CLIN 0026 | Existing Toe Trench Drain Cover Sediment Removal | 8700 | LF | $ 62.76 | $ 546,012.00 | $13.37 | $ 116,319.00 | $35.57 | $309,459.00 | $ 46.80 | $407,160.00 | |
| SUBTOTAL BID ITEMS 0021-0026 | $1,659,242.00 | $2,791,079.00 | $1,444,669.00 | $4,202,560.00 |
| CLIN 0027 | North Nishnabotna Surface Sand Borrow Site Clearing & Grubbing, and Stripping | JOB | LS | $ 193,000.00 | $ 193,000.00 | $58,150.31 | $ 58,150.31 | $30,518.30 | $30,518.30 | $ 161,900.00 | $161,900.00 |
| CLIN 0028 | Upper Hamburg Bend Sand Borrow Sites Clearing & Grubbing, and Stripping | JOB | LS | $ 634,000.00 | $ 634,000.00 | $486,441.42 | $ 486,441.42 | $566,911.50 | $566,911.50 | $ 1,146,600.00 | $1,146,600.00 |
| CLIN 0029 | South Nishnabotna Bend Sand & Cohesive Borrow Sites Clearing & Grubbing, and Stripping | JOB | LS | $ 53,000.00 | $ 53,000.00 | $53,165.99 | $ 53,165.99 | $29,137.68 | $29,137.68 | $ 390,200.00 | $390,200.00 |
| CLIN 0030 | Private Topsoil Borrow Site Clearing & Grubbing, and Stripping | JOB | LS | $ 1,100.00 | $ 1,100.00 | $90,623.85 | $ 90,623.85 | $4,590.80 | $4,590.80 | $ 437,900.00 | $437,900.00 |
| CLIN 0031 | Private Cohesive Borrow Site Clearing & Grubbing, and Stripping | JOB | LS | $ 185,000.00 | $ 185,000.00 | $705,245.20 | $ 705,245.20 | $278,272.95 | $278,272.95 | $ 1,231,300.00 | $1,231,300.00 |
| CLIN 0032 | Private Camp Creek Surface Sand, and Topsoil and Sand Stockpiles Borrow Site Restorations | JOB | LS | $ 188,000.00 | $ 188,000.00 | $52,982.45 | $ 52,982.45 | $2,295.41 | $2,295.41 | $ 74,900.00 | $74,900.00 |
| CLIN 0033 | North Nishnabotna Bend Surface Sand Borrow Site Restoration | JOB | LS | $ 588,500.00 | $ 588,500.00 | $363,099.58 | $ 363,099.58 | $40,974.92 | $40,974.92 | $ 196,600.00 | $196,600.00 |
| CLIN 0034 | Upper Hamburg Bend Sand Borrow Sites Restoration | JOB | LS | $ 1,683,000.00 | $ 1,683,000.00 | $553,933.10 | $ 553,933.10 | $134,125.96 | $134,125.96 | $ 1,048,200.00 | $1,048,200.00 |
| CLIN 0035 | South Nishnabotna Bend Sand & Cohesive Borrow Area Site Restoration | JOB | LS | $ 123,000.00 | $ 123,000.00 | $63,235.31 | $ 63,235.31 | $29,805.04 | $29,805.04 | $ 239,900.00 | $239,900.00 |
| CLIN 0036 | Private Topsoil Borrow Site Restoration | JOB | LS | $ 1,600.00 | $ 1,600.00 | $143,739.50 | $ 143,739.50 | $49,909.87 | $49,909.87 | $ 200,500.00 | $200,500.00 |
| CLIN 0037 | Private Cohesive Borrow Site Restoration | JOB | LS | $ 391,000.00 | $ 391,000.00 | $346,150.75 | $ 346,150.75 | $370,306.05 | $370,306.05 | $ 1,223,100.00 | $1,223,100.00 |
| CLIN 0038 | All Remaining Work (excluding Bid Items No. 0001 thru 0037) | JOB | LS | $ 111,000.00 | $ 111,000.00 | $10,757,874.97 | $ 10,757,874.97 | $5,672,789.25 | $5,672,789.25 | $ 9,253,400.00 | $9,253,400.00 |
| SUBTOTAL BID ITEMS 0027-0038 | $ 4,152,200.000 | $ 13,674,642.43 | $ 7,209,637.73 | $ 15,604,500.00 |
| TOTAL BASE AMOUNT (Basic Bid Items No. 0001 thru 0038) | $54,937,133.00 | $ 61,577,801.35 | $ 43,724,248.60 | $ 63,805,420.00 | |||||||
| Option Items | |||||||||||
| CLIN 0016 AA | OPTION 1: Drainage Structure Sta. 673+45, 115’ Rt. New Pipe Sections | 66 | LF | $ 508.00 | $ 33,528.00 | $ 125.49 | $ 8,282.34 | $ 4,969.44 | $ 327,983.04 | $ 0.01 | $ 0.66 |
| CLIN 0018 AA | OPTION 2: Drainage Structure Sta. 673+80, 430’ Lt. New Pipe Sections | 95 | LF | $ 575.00 | $ 54,625.00 | $ 155.37 | $ 14,760.15 | $ 3,833.27 | $ 364,160.65 | $ 0.01 | $ 0.95 |
| TOTAL BASE AMOUNT PLUS OPTIONS | $55,025,286.00 | $ 61,600,843.84 | $ 44,416,392.29 | $ 63,805,421.61 |
Sheet1
| Compatibility Report for Bid Abstract Generic.xls |
| Run on 4/19/2023 15:47 |
If the workbook is saved in an earlier file format or opened in an earlier version of Microsoft Excel, the listed features will not be available.
Minor loss of fidelity # of occurrences Version
Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 1 Excel 97-2003 image1.png
File details come from the government source that posted it. Updated .