W912PM19B0009_Abstract.pdf

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Attached to
Eagle Island Improvements - Toe Berm Federal contract opportunity
Solicitation number
W912PM19B0009
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

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BID ABSTRACT

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2. DATE ISSUED

NAME AND TITLE OF CERTIFYING OFFICIAL (T

Karri Mares, Contracting Officer

SIGNATURE

A. OFFEROR 1 A. OFFEROR 2

B. BID SECURITY (Type and Amount) B. BID SECURITY (Type and Amount)

1 C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED

0001 Mobilization and Demobilization 1 Job 274,688.00$ $274,688.00 $548,751.01 $548,751.01 $275,000.00 $275,000.00

0002 Remove Silt Fence 4,050 Linear Foot 1.13$ $4,576.50 $1.18 $4,779.00 $4.00 $16,200.00

0003 Temporary Silt Fence 14,520 Linear Foot 7.18$ $104,253.60 $3.99 $57,934.80 $10.00 $145,200.00

0004 Spillway 4 1 Job 277,156.00$ $277,156.00 $402,613.47 $402,613.47 $782,190.00 $782,190.00

0005 Spillway 5 1 Job 286,603.00$ $286,603.00 $419,129.68 $419,129.68 $782,190.00 $782,190.00

0006 Spillway 6 1 Job 282,693.00$ $282,693.00 $392,531.14 $392,531.14 $782,190.00 $782,190.00

Cell 3 Interior Dike Embankment Step-in elevation42' between Stations 249+00 and 261+00 15,300 Cubic Yard 5.82$ $89,046.00 $14.42 $220,626.00 $9.90 $151,470.00

Cell 2 West Interior Dike Embankment Step-in to Elevation 43 ft 209,450 Cubic Yard 5.77$ $1,208,526.50 $12.59 $2,636,975.50 $8.65 $1,811,425.00*

Cell 2 East Interior Dike Embankment Step-in to Elevation 34 ft 173,000 Cubic Yard 5.77$ $998,210.00 $10.77 $1,863,210.00 $8.50 $1,470,500.00

Geotextile, Cell 2 East Interior Step-in Base Only & Cell 2 West Interior Step-in Base & Elevation 35 ft 156,800 Square Yard 6.72$ $1,053,696.00 $8.74 $1,370,432.00 $7.95 $1,246,560.00

0011 Cell 2 West Exterior Toe Berms 78,200 Cubic Yard 6.02$ $470,764.00 $14.17 $1,108,094.00 $7.50 $586,500.00

0012 Clearing 1 Job 8,724.00$ $8,724.00 $210,302.59 $210,302.59 $10,000.00 $10,000.00

Wilmington, NC 28403

3. DATE OPENED

P.O. Box 673329 Wrightsville Ave

ABSTRACT OF BIDS

4. ISSUING OFFICE

U. S. Department of the Army, Corps of Engineers Wilmington Contracting Office

1. SOLICITATION NUMBER

W912PM19B0009

NUMBER OF ADDENDA ISSUED

I CERTIFY that I have opened, read, recorded on this abstract all offers rec In response to this solicitation.69 Darlington Ave.

Wilmington, North Carolina 28403

PROJECT TITLE

A. HIRED LABOR

B. REASONABLE CONTRACT

(WITHOUT PROFIT)

C. REASONABLE CONTRACT

(INCLUDING PROFIT) Y Y

Civil Works Contracting, Suite C

Moncks, SC 29461

EAGLE ISLAND DISPOSAL AREA IMPROVEMENTS CELL 1, 2

AND 3 WILMINGTON HARBOR, BRUNSWICK COUNTY, NORTH

CAROLINA

Y Y

ASHRIDGE INC.

8. GOVERNMENT ESTIMATE

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

30-Jul-19

9. BIDDERS

0013 Seeding 1 Job 110,908.00$ $110,908.00 $208,603.19 $208,603.19 $50,000.00 $50,000.00

0014 Pre and Post Construction Surveys 1 Job 175,628.00$ $175,628.00 $28,593.58 $28,593.58 $150,000.00 $150,000.00

0015 Payment and Performance Bonds 1 Job 138,803.00$ $138,803.00 $65,432.52 $65,432.52 $56,179.00 $56,179.00

Option 1 - Cell 2 East Interior Dike Embankment Step-in From Elev 34' to 38' ---------- ---------- ---------- ---------- ---------- ---------- ----------

0016AA

Cell 2 East Interior Dike Embankment Step-in From Elev. 34' to 38' 70,000 Cubic Yard $5.77 $403,900.00 $14.19 $993,300.00 $6.85 $479,500.00

0016AB Geotextile at Elevation 35' 41,870 Square Yard $6.72 $281,366.40 $9.10 $381,017.00 $6.10 $255,407.00

0016AC Payment and Performance Bonds 1 Job $17,135.00 $17,135.00 $9,493.20 $9,493.20 $8,320.00 $8,320.00

Option 2 - Cell 2 East Interior Dike Embankment Step-in From Elev 38' to 43' ---------- ---------- ---------- ---------- ---------- ---------- ----------

0017AA Cell 2 East Interior Dike Embankment Step-in From El 70,600 Cubic Yard $5.66 $399,596.00 $14.52 $1,025,112.00 $6.95 $490,670.00

0017AB Performance and Payment Bonds 1 Job $9,559.00 $9,559.00 $7,081.04 $7,081.04 $6,364.00 $6,364.00

0018 Option 3 - Cell 2 East Exterior Toe Berms ---------- ---------- ---------- ---------- ---------- ---------- ----------

0018AA Mobilization and Demobilization 1 Job $1,298.00 $1,298.00 $4,555.92 $4,555.92 $5,000.00 $5,000.00

0018AB Remove Existing Silt Fence 4,060 Linear Foot $1.13 $4,587.80 $1.33 $5,399.80 $1.00 $4,060.00

0018AC Temporary Silt Fence 4,120 Linear Foot $7.18 $29,581.60 $4.66 $19,199.20 $6.00 $24,720.00

0018AD Clearing 1 Job $14,653.00 $14,653.00 $41,992.64 $41,992.64 $15,000.00 $15,000.00

0018AE Cell 2 East Exterior Toe Berms 29,300 Cubic Yard $5.74 $168,182.00 $15.88 $465,284.00 $6.85 $200,705.00

0018AF Seeding 1 Job $24,332.00 $24,332.00 $19,754.64 $19,754.64 $30,000.00 $30,000.00

0018AG Additional Pre and Post Construction Surveys 1 Job $9,367.00 $9,367.00 $8,513.79 $8,513.79 $10,000.00 $10,000.00

0018AH Payment and Performance Bonds 1 Job $5,783.00 $5,783.00 $3,900.71 $3,900.71 $3,759.00 $3,759.00

0019 Option 4 - Cell 3 Shrub & Tree Clearing ---------- ---------- ---------- ---------- ---------- ---------- ----------

0019AA Mobilization and Demobilization 1.00 Job $6,465.00 $6,465.00 $4,289.62 $4,289.62 $5,000.00 $5,000.00

0019AB Clearing 1.00 Job $79,230.00 $79,230.00 $20,319.31 $20,319.31 $10,000.00 $10,000.00

0019AC Seeding 1.00 Job $48,984.00 $48,984.00 $3,671.11 $3,671.11 $20,000.00 $20,000.00

0019AD Payment and Performance Bonds 1.00 Job $3,239.00 $3,239.00 $195.35 $195.35 $454.00 $454.00

$5,484,275.60 $9,538,008.48 $8,315,604.00* $702,401.40 $1,383,810.20 $743,227.00 $409,155.00 $1,032,193.04 $497,034.00 $257,784.40 $568,600.70 $293,244.00 $137,918.00 $28,475.39 $35,454.00

$6,991,534.40 $12,551,087.81 $9,884,563.00*

*Total calculated at $12,551,087.81 but stated and read at bid opening at $12,551,087.79.

*Minor calculation error found.

Number is stated as it was read during bid opening. To be verified.

TOTAL AMOUNT FOR ALL CLINS 0001 -0019AD

TOTAL AMOUNT OF LINE ITEMS 0016AA - 0016AC

TOTAL AMOUNT OF LINE ITEMS 0018AA - 0018AH

TOTAL AMOUNT OF LINE ITEMS 0019AA - 0019AD

TOTAL AMOUNT OF LINE ITEMS 0001 - 0015

TOTAL AMOUNT OF LINE ITEMS 0017AA - 0017AB

2019-07-31T10:16:36-0400
MARES.KARRI.L.1458989547

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