Bid Abstract W9128F21B0020.pdf

2. DATE ISSUED 3. DATE OPENED

13-Aug-21 13-Sep-21

I CERTIFY THAT I HAVE OPENED, READ AND

AND RECORDED ON THIS ABSTRACT

ALL OFFERS RECEIVED IN RESPONSE DATE SIGNED

14-Sep-21

C. REASONABLE CONTRACT

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

CLIN 0001

Entire work, complete, for placement of the Breakwater Structures (placement of geotextile, and random fill) as shown on the drawings and in the specifications

1,900 LF $92.93 $176,567.00 $104.00 $197,600.00 100.00$ $190,000.00

CLIN 0002

Entire work, complete, for quarried stone for placement of the Breakwater Structures (not including Class ‘A’ Riprap) as shown on the drawings and in the specifications 11,400 Tons $66.05 $752,970.00 $45.70 $520,980.00 52.00$ $592,800.00

CLIN 0003 Entire work, complete, for spalls as shown on the drawings and in the specifications

6,365 Tons $50.28 $320,032.20 $48.10 $306,156.50 52.00$ $330,980.00

CLIN 0004 Entire work, complete, for aggregate surface course as shown on the drawings and in the specifications

2,780 Tons $25.87 $71,918.60 $54.40 $151,232.00 10.00$ $27,800.00

CLIN 0005

Entire work, complete, for removal and salvaging / replacing existing stone as shown on the drawings and in the specifications

2,000 Tons $21.87 $43,740.00 $16.40 $32,800.00 20.00$ $40,000.00

CLIN 0006

Entire work, complete, for the mobilization / demobilization of all equipment as shown on the drawings & in the specifications

L.S. Job $118,960.00 $658,000.00 $140,000.00

CLIN 0007 All remaining work Except for Option Items listed below

L.S. Job $1,365,620.00 $2,002,000.00 $460,000.00

BASE TOTAL $2,849,807.80 $3,868,768.50 $1,781,580.00

OPTION 1

CLIN 0008 Entire work, complete, for quarried stone as shown on the drawings and in the specifications

215 Tons $66.05 $14,200.75 70.60$ $15,179.00 60.00$ $12,900.00

CLIN 0009 All remaining work Except for Option Items listed below

L.S. Job $1,260.00 $2,470.00 $5,000.00

OPTION TOTAL $15,460.75 $17,649.00 $17,900.00

OPTION 2

CLIN 0010

Entire work, complete, for aggregate surfacing (parking area, pedestrian trail, and entry road) as shown in the drawings and specification

3,930 Tons $38.50 $151,305.00 50.09$ $196,853.70 24.00$ $94,320.00

CLIN 0011

Entire work, complete, for boat ramp, launch section, boat ramp grading, one trash receptacle, electrical outlet, and lighting as shown in the drawings and specifications L.S. Job $180,550.00 $886,200.00 $500,000.00

Lower Brule Natural Resource Protection Phase II - 8194

Bid Security 20% YES

C. AMENDMENTS ACKNOWLEDGED YES

Bid Security 20% YES

C. AMENDMENTS ACKNOWLEDGED YES

6. NUMBER OF AMENDMENTS ISSUED - 2

(Including Profit)

B. REASONABLE CONTRACT

(Without Profit)

A. OFFEROR A. OFFEROR

HSG Park JV LLC Sharpe Enterprises

A. HIRED LABOR

IGE

NO. 1 NO. 2

ABSTRACT OF OFFERS - CONSTRUCTION

1. SOLICITATION NUMBER

W9128F21B0020

4. ISSUING OFFICE

8. GOVERNMENT ESTIMATE

(Check A, B or C AND COMPLETE D, E AND F)

5. PROJECT TITLE 9. OFFERS

TO THIS SOLICITATION

SIGNATURE

NAME AND TITLE OF CERTIFYING OFFICIAL (Type) Lee McCormick- Contracting Officer , Wayne Weidenhamer - Contracting Specialist

OMAHA, NE 68102-1618

1616 CAPITOL AVENUE

CONTRACTING DIVISION (CENWO-CT)

US ARMY CORPS OF ENGINEERS

l PAGES

Proposal $306,156.00

CLIN 0012

Entire work, complete, for w-beam guardrail (boat ramp parking area) as shown in the drawings and specifications 1,178 L.F. $45.72 $53,858.16 74.90$ $88,232.20 100.00$ $117,800.00

CLIN 0013

Entire work, complete, for entry road improvements (asphalt pavement, concrete culvert pipe, misc.

grading) as shown in the drawings and specifications

L.S. Job $15,060.00 $37,300.00 $10,000.00

CLIN 0014

Entire work, complete, for fish cleaning station (shelter, concrete slab and footings, tables, trash receptacle, electrical outlet,lighting, yard hydrant) as shownin the drawings and specifications L.S. Job $135,300.00 $110,200.00 $100,650.00

CLIN 0015

Entire work, complete, for one vault toilet (building, concrete slab and footings), trash receptacle, electrical outlet,lighting, and yard hydrant as shown in the drawings and specifications L.S. Job $118,560.00 $72,500.00 $61,400.00

CLIN 0016

Entire work, complete, for one small picnic shelter (canopy, concrete slab and footings) one trash receptacle, one grill, and one picnic table as shown in the drawings and specifications L.S. Job $33,470.00 $69,200.00 $54,396.00

CLIN 0017

Entire work, complete, for water service connection (incl. connection fee to LBRWS) as shownin the drawings and specifications

L.S. Job $75,890.00 $43,000.00 $25,000.00

CLIN 0018 All remaining work Except for Option Items listed below

L.S. Job $36,580.00 $201,000.00 $90,000.00

OPTION 2 TOTAL $800,573.16 $1,704,485.90 $1,053,566.00

OPTION 3

CLIN 0019 Entire work, complete, for sand beach surface course as shown in the drawings and specifications

1,615 Tons $44.17 $71,334.55 35.86$ $57,913.90 26.00$ $41,990.00

CLIN 0020

Entire work, complete, for rip-rap slope protection in beach area as shown in the drawings and specifications

127 Tons $69.14 $8,780.78 67.80$ $8,610.60 60.00$ $7,620.00

CLIN 0021

Entire work, complete, for crushed concrete base course (for sand beach) as shown in the drawings and specifications

780 Job $30.77 $24,000.60 55.00$ $42,900.00 24.00$ $18,720.00

CLIN 0022 Entire work, complete, for w-beam guardrail as shown in the drawings and specifications

575 L.F. $61.51 $35,368.25 75.50$ $43,412.50 100.00$ $57,500.00

CLIN 0023 All remaining work Except for Option Items listed below

L.S. Job $53,520.00 $231,500.00 $40,000.00

OPTION 3 TOTAL $193,004.18 $384,337.00 $165,830.00

OPTION 4

CLIN 0024

Entire work, complete, for two small picnic shelters (canopy, concrete slab and footings), two trash receptacles, two grills, two picnic tables, and two park benches as shown in the drawings and specifications L.S. Job $69,690.00 $262,000.00 $81,602.00

CLIN 0025

Entire work, complete, for one large picnic shelter (canopy, concrete slab and footings), one trash receptacle, one grill, and four picnic tables as shown in the drawings and specifications L.S. Job $60,180.00 $144,000.00 $93,715.00

CLIN 0026

Entire work, complete, for one vault toilet (building, concrete slab and footings), trash receptacle, electrical outlet,lighting, and yard hydrant as shown in the drawings and specifications L.S. Job $60,950.00 $60,600.00 $43,140.00

Proposal $384,336.40

CLIN 0027

Entire work, complete, for aggregate surfacing (picnic shelter, beach parking, basketball court, and horseshoe pit areas) as shown in the drawings and specifications

1,126 Tons $26.42 $29,748.92 59.30$ $66,771.80 24.00$ $27,024.00

CLIN 0028 All remaining work Except for Option Items listed below

L.S. Job $10,570.00 $135,100.00 $20,000.00

OPTION 4 TOTAL $231,138.92 $668,471.80 $265,481.00

OPTION 5

CLIN 0026

Entire work, complete, for one vault toilet (building, concrete slab and footings), trash receptacle, electrical outlet,lighting, and yard hydrant as shown in the drawings and specifications L.S. Job $68,860.00 $209,100.00 $89,485.00

CLIN 0027

Entire work, complete, for aggregate surfacing (picnic shelter, beach parking, basketball court, and horseshoe pit areas) as shown in the drawings and specifications

L.S. Job $4,650.00 $9,620.00 $7,655.00

CLIN 0028 All remaining work

L.S. Job $4,120.00 $76,000.00 $20,000.00

OPTION 5 TOTAL $77,630.00 $294,720.00 $117,140.00

IGE HSG Park Sharpe Base $2,849,807.80 Base $3,868,768.50 Base $1,781,580.00

Option 1 $15,460.75 Option 1 $17,649.00 Option 1 $17,900.00 Option 2 $800,573.16 Option 2 $1,704,485.90 Option 2 $1,053,566.00 Option 3 $193,004.18 Option 3 $384,337.00 Option 3 $165,830.00 Option 4 $231,138.92 Option 4 $668,471.80 Option 4 $265,481.00 Option 5 $77,630.00 Option 5 $294,720.00 Option 5 $117,140.00

Base & All Options $4,167,614.81 Base & All Options $6,938,432.20 Base & All Options $3,401,497.00