Abstract of Bids for W9128F24B0018.pdf

2. DATE ISSUED 3. DATE DUE

13-Aug-24 18-Sep-24

I CERTIFY THAT I HAVE OPENED, READ

AND RECORDED ON THIS ABSTRACT

ALL OFFERS RECEIVED IN RESPONSE DATE SIGNED

Unique ID: HWSZR9YRRHV4 Unique ID: F1JWKEL887A6 Unique ID: CHWKANT8L8N3 Unique ID: QGKURV69M6H9 Unique ID: S4AHBH6KJXM1 Unique ID: JCP6F9KM9TN9

AMENDMENTS

7A 7B 7C D. E. F.

ITEM # DESCRIPTION OF OFFER ITEM EST. QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL

0001 Mobilization & Demobilization 1 Job xx 53,440.00$ xx 100,000.00$ xx 260,000.00$ xx 209,500.00$ xx 250,837.57$ xx 350,000.00$ xx 600,000.00$

0002 Develop and Restore Random Fill Borrow Site

0002A Strip Topsoil from Borrow Sites 1,700 CY 6.09$ 10,353.00$ 5.50$ 9,350.00$ 1.95$ 3,315.00$ 5.00$ 8,500.00$ 11.78$ 20,026.00$ 20.00$ 34,000.00$ 4.00$ 6,800.00$

0002B Excavate Random Fill for Spillway Slope Regrading 26,660 CY 15.23$ 405,118.00$ 4.00$ 106,400.00$ 3.40$ 90,440.00$ 3.00$ 79,800.00$ 9.36$ 248,976.00$ 15.00$ 399,000.00$ 12.00$ 319,200.00$

0002C Replace Topsoil 7,700 CY 14.53$ 24,701.00$ 10.00$ 17,000.00$ 2.35$ 3,995.00$ 5.00$ 8,500.00$ 3.37$ 5,729.00$ 20.00$ 34,000.00$ 4.00$ 6,800.00$

0003 Topsoil - Upstream Spillway Channel Area and Riprap Stockpile Areas

8,700 CY 14.53$ 126,411.00$ 50.00$ 435,000.00$ 8.40$ 73,080.00$ 5.00$ 43,500.00$ 14.60$ 127,020.00$ 20.00$ 174,000.00$ 4.00$ 34,800.00$

0004 Compacted Fill for Grading Upstream Spillway Channel Side Slopes

26,600 CY 13.24$ 352,184.00$ 10.00$ 266,000.00$ 3.60$ 95,760.00$ 7.00$ 186,200.00$ 3.66$ 97,356.00$ 15.00$ 399,000.00$ 10.00$ 266,000.00$

0005 Stone for Riprap – Contractor upplied (Type A) 24,080 Tons 120.80$ 1,833,744.00$ 95.50$ 1,449,690.00$ 80.90$ 1,228,062.00$ 68.00$ 1,032,240.00$ 117.97$ 1,790,784.60$ 85.00$ 1,290,300.00$ 68.00$ 1,032,240.00$

0006 Stone for Riprap – Government Supplied (Type A) 6,600 Tons 46.43$ 812,525.00$ 20.00$ 350,000.00$ 20.00$ 350,000.00$ 13.00$ 227,500.00$ 16.41$ 287,175.00$ 30.00$ 525,000.00$ 12.00$ 210,000.00$

0007 Geotextile 22,800 SY 3.94$ 89,832.00$ 5.00$ 114,000.00$ 3.30$ 75,240.00$ 2.75$ 62,700.00$ 6.96$ 156,688.00$ 7.00$ 159,600.00$ 3.00$ 68,400.00$

Seeding – Spillway Slope, Riprap Stockpile Area, Borrow Site

7.5 Acre 2,568.00$ 19,260.00$ 5,000.00$ 37,500.00$ 4,320.00$ 32,400.00$ 3,500.00$ 26,250.00$ 9,470.15$ 71,026.13$ 5,000.00$ 37,500.00$ 4,000.00$ 30,000.00$

0009 Erosion Control Blanket 8,500 SY 5.27$ 44,795.00$ 5.00$ 42,500.00$ 4.05$ 34,425.00$ 3.00$ 25,500.00$ 6.55$ 55,675.00$ 5.00$ 42,500.00$ 4.00$ 34,000.00$

0010 All Remaining Work Job LS xx 84,740.00$ xx 325,000.00$ xx 422,500.00$ xx 20,000.00$ xx 103,438.52$ xx 200,000.00$ xx 700,000.00$

TOTAL BASIC AMOUNT 3,857,103.00$ 3,252,440.00$ 2,669,217.00$ 1,930,190.00$ 3,214,731.82$ 3,644,900.00$ 3,308,240.00$

Excavate Additional Random Fill From Borrow Area for SpillwaySlope Regrading

4,200 CY 13.16$ 55,272.00$ 4.00$ 16,800.00$ 2.85$ 11,970.00$ 3.00$ 12,600.00$ 19.72$ 82,824.00$ 15.00$ 63,000.00$ 12.00$ 50,400.00$

0012 Topsoil - Upstream Spillway Channel Area 745 CY 12.55$ 9,349.75$ 50.00$ 37,250.00$ 4.20$ 3,129.00$ 5.00$ 3,725.00$ 21.31$ 15,875.95$ 20.00$ 14,900.00$ 4.00$ 2,980.00$

Compacted Fill for Grading Upstream Spillway Channel Side Slopes

4,200 CY 11.44$ 48,048.00$ 10.00$ 42,000.00$ 2.70$ 11,340.00$ 7.00$ 29,400.00$ 3.47$ 14,574.00$ 15.00$ 63,000.00$ 10.00$ 42,000.00$

0014 Stone for Riprap – Contractor Supplied (Type A) 5,160 Tons 104.35$ 538,446.00$ 95.50$ 492,780.00$ 72.25$ 372,810.00$ 68.00$ 350,880.00$ 130.56$ 673,689.60$ 85.00$ 438,600.00$ 68.00$ 350,880.00$

0015 Geotextile 3,600 SY 3.41$ 12,276.00$ 5.00$ 18,000.00$ 3.10$ 11,160.00$ 2.75$ 9,900.00$ 7.33$ 26,388.00$ 7.00$ 25,200.00$ 3.00$ 10,800.00$

0016 Seeding 0.5 Acre 2,218.00$ 1,109.00$ 5,000.00$ 2,500.00$ 3,900.00$ 1,950.00$ 3,500.00$ 1,750.00$ 9,470.15$ 4,735.08$ 5,000.00$ 2,500.00$ 4,000.00$ 2,000.00$

0017 Erosion Control Blanket 1,350 SY 4.55$ 6,142.50$ 5.00$ 6,750.00$ 3.65$ 4,927.50$ 3.00$ 4,050.00$ 11.91$ 16,078.50$ 5.00$ 6,750.00$ 4.00$ 5,400.00$

0018 All Remaining Work Option 1 Job LS xx 27,610.00$ xx 25,000.00$ xx 86,000.00$ xx 8,000.00$ xx 6,035.87$ xx 100,000.00$ xx 150,000.00$

OPTION 1 TOTAL AMOUNT 698,253.25$ 641,080.00$ 503,286.50$ 420,305.00$ 840,201.00$ 713,950.00$ 614,460.00$

Excavate Additional Random Fill From Borrow Area for Spillway Slope Regrading

4,200 CY 13.16$ 55,272.00$ 4.00$ 16,800.00$ 2.90$ 12,180.00$ 3.00$ 12,600.00$ 19.72$ 82,824.00$ 15.00$ 63,000.00$ 12.00$ 50,400.00$

0020 Topsoil - Upstream Spillway Channel Area 745 CY 12.55$ 9,349.75$ 50.00$ 37,250.00$ 4.25$ 3,166.25$ 5.00$ 3,725.00$ 21.31$ 15,875.95$ 20.00$ 14,900.00$ 4.00$ 2,980.00$

0021 Compacted Fill for Grading Upstream Spillway Channel Side Slopes

4,200 CY

11.44$ 48,048.00$ 10.00$ 42,000.00$ 2.70$ 11,340.00$ 7.00$ 29,400.00$ 3.47$ 14,574.00$ 15.00$ 63,000.00$ 10.00$ 42,000.00$

0022 Stone for Riprap – Contractor Supplied (Type A) 5,160 Tons 104.35$ 538,446.00$ 95.50$ 492,780.00$ 73.35$ 378,486.00$ 68.00$ 350,880.00$ 130.56$ 673,689.60$ 85.00$ 438,600.00$ 68.00$ 350,880.00$

0023 Geotextile 3,600 SY 3.41$ 12,276.00$ 5.00$ 18,000.00$ 2.30$ $ 8,280.00 $ 2.75 9,900.00$ 7.33$ 26,388.00$ 7.00$ 25,200.00$ 3.00$ 10,800.00$

0024 Seeding 0.5 Acre 2,218.00$ 1,109.00$ 5,000.00$ 2,500.00$ 3,900.00$ $ 1,950.00 $ 3,500.00 1,750.00$ 9,470.15$ 4,735.08$ 5,000.00$ 2,500.00$ 4,000.00$ 2,000.00$

0025 Erosion Control Blanket 1,350 SY 4.55$ 6,142.50$ 5.00$ 6,750.00$ 3.65$ $ 4,927.50 $ 3.00 4,050.00$ 11.91$ 16,078.50$ 5.00$ 6,750.00$ 4.00$ 5,400.00$

0026 All Remaining Work Option 2 Job LS xx 27,610.00$ xx 25,000.00$ xx $ 84,800.00 xx 8,000.00$ xx 6,035.87$ xx 100,000.00$ xx 150,000.00$

OPTION 2 TOTAL AMOUNT 698,253.25$ 641,080.00$ $ 505,129.75 420,305.00$ 840,201.00$ 713,950.00$ 614,460.00$

TOTAL BASE and ALL OPTIONS 5,253,609.50$ 4,534,600.00$ $ 3,677,633.25 2,770,800.00$ 4,897,133.82$ 5,072,800.00$ 4,537,160.00$

CAGE Code: 46V78

SAM Exclusion:

POC:

C. AMENDMENTS ACKNOWLEDGED: 1

NO. 6

A. OFFEROR

Sharpe Enterprises, Inc.

1908 N Garfield Pierre, SD 57501

OMAHA, NE 68102-1618

1616 CAPITOL AVENUE

CONTRACTING DIVISION (CENWO-CT)

US ARMY CORPS OF ENGINEERS

9. OFFERS

TO THIS SOLICITATION

SIGNATURE

NAME AND TITLE OF CERTIFYING OFFICIAL (Type) Nadine L. Catania

NO. 1 NO. 2

ABSTRACT OF PROPOSALS

1. SOLICITATION NUMBER

W9128F24B00

4. ISSUING OFFICE

8. GOVERNMENT ESTIMATE5. PROJECT TITLE

A. OFFEROR A. OFFEROR

515 South Flynn Street 2972 25th St NE

A. HIRED LABOR

N/A Three Oaks Construction, Inc HSG Park JV 2 LLC

North Sioux City, SD 57049 Harvey ND 58341 CAGE Code: 9PPC1B. REASONABLE CONTRACT

SAM Exclusion:

CAGE Code: 9KD00

SAM Exclusion: (Without Profit)

POC:

C. AMENDMENTS ACKNOWLEDGED: 1

POC:

C. AMENDMENTS ACKNOWLEDGED: 1

6. NUMBER OF AMENDMENTS ISSUED - 1

OA Spillway Bank Stablization - 12348

SAM Exclusion:

POC:

C. AMENDMENTS ACKNOWLEDGED: 1

NO. 3

A. OFFEROR

Morris, Inc.

220 W. Hwy 14/34 Fort Pierre, SD 57501 CAGE Code: 0ELU6 CAGE Code: 4UDY2

SAM Exclusion:

NO. 4

A. OFFEROR

Meridiam Partners 1001 W. Arizona Ave.

Denver CO 80223 CAGE Code:

POC:

C. AMENDMENTS ACKNOWLEDGED: 1

SAM Exclusion:

POC:

C. AMENDMENTS ACKNOWLEDGED: 1

NO. 5

A. OFFEROR

AGE Corp 704 W Highway 14/34 Fort Pierre, SD 57532

19 Sept 2024