Bid Abstract_21B0012.pdf

2. DATE ISSUED

20-Jul-2021

3. DATE OPENED

20-Aug-2021

DATE SIGNED

0001 Entire work complete for Main Street Bridge, exclusive of the Steel H-piles and associated work (Items 0007 thru 0009). 1 Job XXX $864,200.00 XXX $1,411,847.14 XXX $1,493,020.00

0002 Entire work complete for 558th Ave. Bridge exclusive of the Steel H-piles and associated work (Items 0007 thru 0009).

1 Job XXX $798,675.00 XXX $1,418,792.11 XXX $1,220,503.00

0003 All plant, material, and labor required for Earth Excavation. 110,000 CY $2.28 $250,800.00 $4.03 $443,300.00 $3.44 $378,400.00

0004 All plant, material, and labor required for on project site placement of Compacted Earthen Fill. 68,000 CY $4.49 $305,320.00 $4.90 $333,200.00 $2.64 $179,520.00

0005 All plant, material, and labor required for off project site placement of surplus Earthen Spoil. 42,000 CY $6.41 $269,220.00 $9.97 $418,740.00 $5.82 $244,440.00

0006 All plant, material, and labor required for Riprap, including riprap rock, spalls and bedding material. 6,832 TONS $69.45 $474,482.40 $93.10 $636,059.20 $75.35 $514,791.20

0007 All plant, material, and labor required for furnishing and delivering Steel H-piles. 5,840 LF $33.09 $193,245.60 $69.51 $405,938.40 $47.13 $275,239.20

0008 All plant, material, and labor required for Driving Steel H-piles. 5,840 LF $16.53 $96,535.20 $23.24 $135,721.60 $23.27 $135,896.80

0009 All plant, material, and labor required for Driving Tests for Steel H-piles. 5 EA $17,148.00 $85,740.00 $10,675.11 $53,375.55 $18,121.85 $90,609.25

0010 All plant, material, and labor required for waterlines 1, 2 and 3. 1 Job XXX $84,585.00 XXX $224,649.58 XXX $199,407.00

0011 All plant, material, and labor required for sanitary sewer siphon. 1 Job XXX $49,385.00 XXX $241,382.07 XXX $265,780.00 0012 All remaining work for basic items above. 1 Job XXX $2,227,000.00 XXX $4,154,000.00 XXX $4,383,282.00

$5,699,188.20 $9,877,005.65 $9,380,888.45

0013 Entire work complete for Douglas Street Bridge exclusive of the Steel H-piles and associated work (Items 0014 thru 0016). 1 Job XXX $806,325.00 XXX $1,277,707.36 XXX $1,451,151.00

0014 All plant, material, and labor required for furnishing and delivering Steel H-piles Douglas Street Bridge 3,570 LF 33.09$ $118,131.30 $56.86 $202,990.20 $46.64 $166,504.80

0015 All plant, material, and labor required for Driving Steel H-piles for Douglas Street Bridge 3,570 LF 15.77$ $56,298.90 $15.94 $56,905.80 $22.80 $81,396.00

0016 All plant, material, and labor required for Driving Tests for Steel H-piles for Douglas Street Bridge 3 EA 16,194.00$ $48,582.00 $8,519.97 $25,559.91 $17,621.12 $52,863.36

0017 All remaining work for Douglas Street Bridge. 1 Job XXX $290,250.00 XXX $328,559.47 XXX $429,399.00 $1,319,587.20 $1,891,722.74 $2,181,314.16 $7,018,775.40 $11,768,728.39 $11,562,202.61

BASIC ITEMS

ABSTRACT OF OFFERS - CONSTRUCTION

E. ESTIMATED

AMOUNT

9. OFFERS

B. REASONABLE CONTRACT

(Without Profit)

NAME AND TITLE OF CERTIFYING OFFICIAL (Type)

David W. Neal, Contracting Officer

5. PROJECT TITLE

Middle Logan Creek Flood Risk Management Project, Phase 2 Randolph, NE

B. BID SECURITY (Type & Amount) 20%

E. ESTIMATED

AMOUNT

D. UNIT

PRICE

D.

UNIT

F. ESTIMATED

AMOUNT

E. UNIT

PRICE

B. BID SECURITY (Type & Amount) 20%

PAGE 1 OF 1 PAGES

A. OFFEROR

Greenstone Construction 827 28th St. S. Suite B

A. OFFEROR

Iron Mike Construction, LLC 6950 S. Tucson Way, Suite L

NO. 1 NO. 2

1. SOLICITATION NUMBER

W918F21B0012

8. GOVERNMENT ESTIMATE

(Check A, B, or C and complete D, E, and F

A. HIRED LABOR

Total for Option #1 Items (0013-0017) Total for Base + Option #1

6. NUMBER OF AMENDMENTS ISSUED - 3 C. REASONABLE CONTRACT

(Including Profit)

Total for Basic Items (0001-0012)

OPTION #1

7A.

ITEM NO. 7B. DESCRIPTION OF OFFERED ITEM 7C. EST.

QUANTITY

SIGNATURE

I CERTIFY that I have opened, read, and recorded on this abstract all offers received in response to this solicitation.

4. ISSUING OFFICE

US Army Corps of Engineers Contracting Division (CENWO-CT) 1616 Capitol Ave Omaha NE 68102

D. UNIT

PRICE

C. AMENDMENTS ACKNOWLEDGED

C. AMENDMENTS ACKNOWLEDGED

A.

ITEM

NO.

B.

ESTIMATED

QUANTITY

C.

UNIT

D. UNIT

PRICE

E. ESTIMATED

AMOUNT

D. UNIT

PRICE

E. ESTIMATED

AMOUNT

D. UNIT

PRICE

E. ESTIMATED

AMOUNT

0001 1 Job XXX $1,298,830.00 0002 1 Job XXX $1,193,770.00

0003 110,000 CY $5.41 $595,100.00

0004 68,000 CY $3.76 $255,680.00

0005 42,000 CY $2.83 $118,860.00

0006 6,832 TON $56.14 $383,548.48

0007 5,840 LF $71.07 $415,048.80

0008 5,840 LF $43.88 $256,259.20

0009 5 EA $16,686.00 $83,430.00

0010 1 Job XXX $141,110.00 0011 1 Job XXX $218,360.00 0012 1 Job XXX $5,022,424.00

$9,982,420.48

0013 1 Job XXX $1,414,602.00

0014 3,570 LF $71.07 $253,719.90

0015 3,570 LF $43.88 $156,651.60

0016 3 EA $16,686.00 $50,058.00

0017 1 Job XXX $718,593.00

$2,593,624.50 $12,576,044.98

Total for Option #1 Items (0013-0017) Total for Base + Option #1

A. OFFEROR

B. BID SECURITY (Type & Amount)

C. AMENDMENTS ACKNOWLEDGED

2. PROJECT TITLE

Middle Logan Creek Flood Risk Management Project, Phase 2 Randolph, NE

3. CONTRACT ITEMS

OPTION #1

Total for Basic Items (0001-0012)

BASIC ITEMS

A. OFFEROR

Shinn Kellogg 7307 160th Street Albia, IA 52531

C. AMENDMENTS ACKNOWLEDGED

INSTRUCTIONS Attach this sheet, Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Use additional sheets as needed.

A. OFFEROR

NO. 4

C. AMENDMENTS ACKNOWLEDGED

NO. 5

B. BID SECURITY (Type & Amount) 20%

ABSTRACT OF OFFERS - CONSTRUCTION

CONTINUATION SHEET

4. OFFERS (Continued)

NO. 3

B. BID SECURITY (Type & Amount)

1. SOLICITATION NUMBER

W9128F21B0012

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