D01_-_Abstract_of_Offers.pdf

3. DATE OPENED PAGE

24-Aug-17 1 OF 4

4. ISSUING OFFICE Name and title of Certifying Official (Type) I CERTIFY that I have opened, read, and

USACE, BALTIMORE DISTRICT recorded on this abstract all offers Signature Date Signed 24 Aug 2017 10 SOUTH HOWARD STREET, ROOM 7000 received in response to this solicitation.

BALTIMORE, MD 21201 Contracting Officer: Robert A. Wood

5. PROJECT TITLE

8. GOVERNMENT ESTIMATE

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

A. HIRED LABOR

B. REASONABLE CONTRACT B. Bid Security (Type and Amount) B. Bid Security (Type and Amount) Contract Specialist: Sierra S. Marshall (Without Profit)

X C. REASONABLE CONTRACT C. Amendment Acknowledged: C. Amendment Acknowledged (Including Profit)

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

ITEM DESCRIPTION OF OFFERED ITEM EST. UNIT UNIT ESTIMATED UNIT ESTIMATED UNIT ESTIMATED No. QUANTITY PRICE AMOUNT IGE PRICE AMOUNT PRICE AMOUNT

0001 Reimbursement of Performance and Payment Bonds 1 JOB XXX 596,582.37$ XXX 379,984.00$ XXX 691,000.00$

0002 Mobilization and Demoblization 1 JOB XXX 1,204,039.98$ XXX 6,344,739.00$ XXX 3,756,000.00$

0003 Dike Fill Material 830,000 C.Y. 11.36$ 9,428,800.00$ 6.46$ 5,361,800.00$ 10.00$ 8,300,000.00$

0004 STONEWORK

0004AA 2500-lb Armor Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 80,000 TON 104.00$ 8,320,000.00$ 88.00$ 7,040,000.00$ 97.56$ 7,804,800.00$

0004AB 2500-lb Armor Stone – Placed on New Dike and/or Tie-in 3,730 TON 33.00$ 123,090.00$ 30.00$ 111,900.00$ 40.00$ 149,200.00$

0004AC 1500-lb Toe Armor Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 77,000 TON 108.57$ 8,359,890.00$ 100.00$ 7,700,000.00$ 84.14$ 6,478,780.00$

0004AD 1500-lb Armor Stone – Placed on New Dike and/or Tie-in 950 TON 31.90$ 30,305.00$ 30.00$ 28,500.00$ 33.00$ 31,350.00$

0004AE 350-lb Toe Armor/Slope Armor Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 71,000 TON 73.55$ 5,222,050.00$ 80.00$ 5,680,000.00$ 87.98$ 6,246,580.00$

0004AF 350-lb Toe Armor/Slope Armor Stone – Placed on New Dike and/or Tie-in 33,730 TON 22.45$ 757,238.50$ 30.00$ 1,011,900.00$ 33.00$ 1,113,090.00$

0004AG 250-Lb Underlayer Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 41,000 TON 73.55$ 3,015,550.00$ 80.00$ 3,280,000.00$ 91.67$ 3,758,470.00$

0004AH 250-lb Toe Armor/Slope Armor Stone – Placed on New Dike/Tie-in 2,130 TON 22.45$ 47,818.50$ 30.00$ 63,900.00$ 32.72$ 69,693.60$

0004AJ Quarry Run Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 160,000 TON 62.77$ 10,043,200.00$ 90.00$ 14,400,000.00$ 106.00$ 16,960,000.00$

0004AK Minus 12-inch Shot "Rock Fill" – Quarried, Shipped, and Placed on New Dike/Tie-in 44,000 TON 76.19$ 3,352,360.00$ 65.00$ 2,860,000.00$ 79.30$ 3,489,200.00$

0004AL Minus 12-inch Shot "Rock Fill" – Placed on New Dike and/or Tie-in 1,710 TON 28.48$ 48,700.80$ 32.80$ 56,088.00$ 30.00$ 51,300.00$

0004AM Bedding Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 51,000 TON 52.31$ 2,667,810.00$ 50.00$ 2,550,000.00$ 65.37$ 3,333,870.00$

0004AN Bedding Stone – Placed on New Dike and/or Tie-in 3,980 TON 28.48$ 113,350.40$ 25.00$ 99,500.00$ 31.22$ 124,255.60$

0004AP #57 Stone - Quarried, Shipped, and Placed on New Dike for Spillway Bases and Reverse Filters at Tie-ins 12,000 TON 47.11$ 565,320.00$ 52.00$ 624,000.00$ 107.00$ 1,284,000.00$

0004AQ #7 Stone - Quarried, Shipped, and Placed on New Dike for Spillway Bases and Reverse Filters at Tie-ins 5,000 TON 48.45$ 242,250.00$ 50.00$ 250,000.00$ 89.00$ 445,000.00$

0005 Geotextile 330,000 S.Y. 3.76$ 1,240,800.00$ 11.00$ 3,630,000.00$ 8.71$ 2,874,300.00$

0006 Crushed Stone Roadway 41,000 S.Y. 23.99$ 983,590.00$ 15.00$ 615,000.00$ 19.88$ 815,080.00$

ABSTRACT OF OFFERS - CONSTRUCTION 2. DATE ISSUED1. SOLICITATION NUMBER

6. NUMBER OF AMENDMENTS ISSUED: 3 (three) Yes

Bid Bond 20%

11-Jul-17W912DR-17-B-0007

Poplar Island Lateral Expansion Contract 2 Poplar Island , Talbot County, Maryland

No. 1

9. OFFERS

Bid Bond 20%

MCLEAN CONTRACTING COMPANY

6700 MCLEAN WAY

GLEN BURNIE, MD 21060

Yes

No. 2

PRECON-MEB JOINT VENTURE LLC

1401 PRECON DRIVE SUITE 102

CHESAPEAKE, VA 23320

0007 Settlement Monitoring Pads 17 EA 1,977.98$ 33,625.66$ 1,200.00$ 20,400.00$ 2,800.00$ 47,600.00$

0008 Turf Reinforced Mat – TRM 23,000 S.Y. 8.95$ 205,850.00$ 8.00$ 184,000.00$ 10.00$ 230,000.00$

0009 Seeding and Erosion Control 43,000 S.Y. 17.21$ 740,030.00$ 2.00$ 86,000.00$ 1.70$ 73,100.00$

0010 Tie-in Excavation 1 JOB XXX 158,623.56$ XXX 20,000.00$ XXX 120,000.00$

0011 Breakwater Excavation and End Cap Construction to EL. +6

ft. 1 JOB XXX 1,620,135.56$ XXX 250,000.00$ XXX 1,870,000.00$

TOTAL BASE BID AMOUNT 59,121,009.73$ 62,647,711.00$ 70,116,669.20$

PERCENTAGE ABOVE OR BELOW IGE 5.97% 18.60%

NSN 7540-01-150-0981 501419-101 NOTE: If more than two offers are received, continue on OF 1419A. Prescribed by GSA-FAR(48 CER)53.236-1 OPTIONAL FORM 1419 (11-88)

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1. SOLICITATION NUMBER PAGE

ABSTRACT OF OFFERS

CONSTRUCTION

CONTINUATION SHEET

W912DR-17-B-0007 3 OF 4

INSTRUCTIONS - Attach this form to OF 1419, Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Each Continuation Sheet will accommodate 14 contract items to conform to the number of items which can be entered on the OF 1419. Use additional OF 1419's for contract items in excess of 14 and attach additional Continuation Sheets (OF 1419A) as needed.

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

3. CONTRACT ITEMS C. AMENDMENT ACKNOWLEDGED C. AMENDMENT ACKNOWLEDGED C. AMENDMENT ACKNOWLEDGED C. AMENDMENT ACKNOWLEDGED 7A. B. C. D.

ITEM DESCRIPTION OF OFFERED ITEMS ESTIMATED UNIT E. UNIT F. ESTIMATED E. UNIT F. ESTIMATED E. UNIT F. ESTIMATED E. UNIT F. ESTIMATED

NO. QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT

0001 Reimbursement of Performance and Payment Bonds 1 JOB XXX 261,000.00$

0002 Mobilization and Demoblization 1 JOB XXX 6,975,000.00$

0003 Dike Fill Material 830,000 C.Y. 7.70$ 6,391,000.00$

0004 STONEWORK

0004AA 2500-lb Armor Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 80,000 TON 79.00$ 6,320,000.00$

0004AB 2500-lb Armor Stone – Placed on New Dike and/or Tie-in 3,730 TON 25.00$ 93,250.00$

0004AC 1500-lb Toe Armor Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 77,000 TON 78.00$ 6,006,000.00$

0004AD 1500-lb Armor Stone – Placed on New Dike and/or Tie-in 950 TON 25.00$ 23,750.00$

0004AE 350-lb Toe Armor/Slope Armor Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 71,000 TON 72.00$ 5,112,000.00$

0004AF 350-lb Toe Armor/Slope Armor Stone – Placed on New Dike and/or Tie-in 33,730 TON 19.00$ 640,870.00$

0004AG 250-Lb Underlayer Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 41,000 TON 71.00$ 2,911,000.00$

0004AH 250-lb Toe Armor/Slope Armor Stone – Placed on New Dike/Tie-in 2,130 TON 25.00$ 53,250.00$

0004AJ Quarry Run Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 160,000 TON 54.00$ 8,640,000.00$

0004AK Minus 12-inch Shot "Rock Fill" – Quarried, Shipped, and Placed on New Dike/Tie-in 44,000 TON 73.00$ 3,212,000.00$

0004AL Minus 12-inch Shot "Rock Fill" – Placed on New Dike and/or Tie-in 1,710 TON 25.00$ 42,750.00$

0004AM Bedding Stone – Quarried, Shipped, and Placed on New Dike/Tie-in 51,000 TON 43.00$ 2,193,000.00$

0004AN Bedding Stone – Placed on New Dike and/or Tie-in 3,980 TON 25.00$ 99,500.00$

0004AP #57 Stone - Quarried, Shipped, and Placed on New Dike for Spillway Bases and Reverse Filters at Tie-ins 12,000 TON 40.00$ 480,000.00$

0004AQ #7 Stone - Quarried, Shipped, and Placed on New Dike for Spillway Bases and Reverse Filters at Tie-ins 5,000 TON 54.00$ 270,000.00$

0005 Geotextile 330,000 S.Y. 8.00$ 2,640,000.00$

0006 Crushed Stone Roadway 41,000 S.Y. 53.00$ 2,173,000.00$

No. 5

2. PROJECT TITLE

Bid Bond 20%

Yes Yes

OFFERS (Continued)

Poplar Island Lateral Expansion Contract 2 Poplar Island, Talbot County, Maryland

No. 6No. 3 No. 4

The Wesson Group, LLC 55 East Main Street Suite 210

Johnstown, NY 12095

0007 Settlement Monitoring Pads 17 EA 5,000.00$ 85,000.00$

0008 Turf Reinforced Mat – TRM 23,000 S.Y. 4.00$ 92,000.00$

0009 Seeding and Erosion Control 43,000 S.Y. 1.00$ 43,000.00$

0010 Tie-in Excavation 1 JOB XXX 750,000.00$

0011 Breakwater Excavation and End Cap Construction to EL.

+6 ft. 1 JOB XXX 400,000.00$

TOTAL BASE BID AMOUNT 55,907,370.00$

PERCENTAGE ABOVE OR BELOW IGE -5.44%

NSN 7540-01-150-0981 501419-101 NOTE: If more than two offers are received, continue on OF 1419A. Prescribed by GSA-FAR(48 CER)53.23OPTIONAL FORM 1419 (11-88)

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