Bid_Abstract.pdf

ABSTRACT OF OFFERS - CONSTRUCTION 1. SOLICITATION NUMBER 2. DATE ISSUED 3. DATE OPENED PAGE OF PAGES

11/15/2016 1/19/2017 1 3

4. ISSUING OFFICE NAME AND TITLE OF CERTIFYING OFFICIAL (TYPED)

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

9. OFFERS

5. PROJECT TITLE (IFB) 8. GOVERNMENT ESTIMATE NO. 1 NO. 2

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

A. HIRED LABOR

B. REASONABLE CONTRACT B. BID SECURTIY (TYPE AND AMOUNT) B. BID SECURTIY (TYPE AND AMOUNT)

Small business set-aside X (Without Profit)

6. NUMBER OF AMENDMENTS ISSUED C. REASONABLE CONTRACT C. AMENDEMENTS ACKNOWLEDGED C. AMENDEMENTS ACKNOWLEDGED

(Including Profit)

7A. ITEM

NUMBER 7B. DESCRIPTION OF OFFERED ITEM

7C. EST.

QUANTITY D. UNIT E. UNIT PRICE F. ESTIMATED AMOUNT D. UNIT PRICE E. ESTIMATED AMOUNT D. UNIT PRICE E. ESTIMATED AMOUNT

0001 Concrete Repairs to Pumping Station; 2" to 6" Depth 144 SF $240.84 $34,680.96 $328.00 $47,232.00 $455.00 $65,520.00

Concrete Repairs to Sloped Barriers; 6" or Greater Depth 564 SF $305.26 $172,166.64 $272.00 $153,408.00 $630.00 $355,320.00

Concrete Repairs to Service Bridge Pier at Gridline 19; 2" to 6" Depth 48 SF $1,693.29 $81,277.92 $624.00 $29,952.00 $840.00 $40,320.00

0004 Concrete Spall Repair at Trash Rack 1 Job $46,606.00 $46,606.00 $13,062.00 $13,062.00 $27,580.00 $27,580.00

Concrete Crack Repair with Injection Epoxy at Pumping Station 420 LF $69.40 $29,148.00 $108.00 $45,360.00 $175.00 $73,500.00

Apply Concrete Sealer to Pumping Station Transformer Area Floors 896 SF $11.77 $10,545.92 $14.00 $12,544.00 $11.20 $10,035.20

Install Compression Joint Seals at Srevice Bridge Joints Above Center River Barrier 1 Job $10,428.00 $10,428.00 $17,420.00 $17,420.00 $30,800.00 $30,800.00

Manufacture and Install Scuppers for Pumping Station Transformer Area Walls 4 EA $3,081.25 $12,325.00 $2,310.00 $9,240.00 $1,680.00 $6,720.00

Concrete Crack Repair with Injection Epoxy at Center Barrier 200 LF $309.88 $61,976.00 $148.00 $29,600.00 $315.00 $63,000.00

ESTIMATED TOTAL AMOUNT BASE $459,154.44 $357,818.00 $672,795.20

Remove Concrete Efforescence from Bay Side of Center River Barrier and Walls Around the Pumping Station Trasnformer Areas 1 Job $16,479.00 $16,479.00 $24,140.00 $24,140.00 $145,600.00 $145,600.00

ESTIMATED TOTAL AMOUNT BASE + OPTIONS 475,633.44 $381,958.00 $818,395.20

W912WJ-17-B-0003

Concrete and Miscellaneous Repairs, Fox Point Hurricane Barrier, Providence, RI Atlantic Mechanical

Jessica M. Kidd Bid Opening OfficerUS ARMY ENGINEER DISTRICT, NEW ENGLAND

696 VIRGINIA ROAD

CONCORD, MA 01742

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20% Bid Bond 20% Bid Bond

Proshot Concrete, Inc.

1/26/17

1. SOLICITATION NUMBER PAGE OF PAGES

2 3

ABSTRACT OF OFFERS - CONSTRUCTION INSTRUCTIONS - Attach this form to OF 1419, Abstract of Offers - Construction, when more than 2 offers are received on CONTINUATION SHEET 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.

2. PROJECT TITLE

NO. 3 NO: 4 NO: 5 NO: 6

A. OFFEROR A. OFFEROR A. OFFEROR A. OFFEROR

B. BID SECURITY (TYPE AND AMT) B. BID SECURITY (TYPE AND AMT) B. BID SECURITY (TYPE AND AMT) B. BID SECURITY (TYPE AND AMT)

3. CONTRACT ITEMS C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED A. B. C.

ITEM ESTIMATED UNIT D. UNIT E. ESTIMATED D. UNIT E. ESTIMATED D. UNIT E. ESTIMATED D. UNIT E. ESTIMATED

NO. QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT

0001 144 SF $706.59 $101,748.96 $175.00 $25,200.00 $125.00 $18,000.00 $225.00 $32,400.00 0002 564 SF $254.87 $143,746.68 $197.50 $111,390.00 $125.00 $70,500.00 $162.50 $91,650.00 0003 48 Sf $1,391.00 $66,768.00 $175.00 $8,400.00 $336.00 $16,128.00 $581.00 $27,888.00 0004 1 Job $16,505.00 $16,505.00 $7,500.00 $7,500.00 $85,660.00 $85,660.00 $14,900.00 $14,900.00 0005 420 LF $145.00 $60,900.00 $87.00 $36,540.00 $90.00 $37,800.00 $71.00 $29,820.00

0006 896 SF $10.25 $9,184.00 $5.58 $4,999.68 $27.50 $24,640.00 $7.75 $6,944.00

0007 1 Job $12,000.00 $12,000.00 $11,000.00 $11,000.00 $74,000.00 $74,000.00 $10,000.00 $10,000.00 0008 4 EA $1,500.00 $6,000.00 $2,500.00 $10,000.00 $4,330.00 $17,320.00 $2,500.00 $10,000.00 0009 200 LF $275.00 $55,000.00 $82.50 $16,500.00 $45.00 $9,000.00 $74.00 $14,800.00

ESTIMATED TOTAL AMOUNT BASE $471,852.64 $231,529.68 $353,048.00 $238,402.00

0010 1 Job $54,640.00 $54,640.00 $16,900.00 $16,900.00 $16,821.00 $16,821.00 $8,500.00 $8,500.00

ESTIMATED TOTAL AMOUNT BASE + OPTIONS $526,492.64 $248,429.68 $369,869.00 $246,902.00 *mistake in bid

Concrete and Miscellaneous Repairs, Fox Point Hurricane Barrier, Providence, RI

4 4

Bid Bond 20%

4 4

Edward Paige CorporationEast Coast Masonry New England Building and Bridge

W912WJ-17-B-0003

Bid Bond 20% Bid Bond 20% Bid Bond 20%

The Aulson Company

1. SOLICITATION NUMBER PAGE OF PAGES

3 3

ABSTRACT OF OFFERS - CONSTRUCTION INSTRUCTIONS - Attach this form to OF 1419, Abstract of Offers - Construction, when more than 2 offers are received on CONTINUATION SHEET 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.

2. PROJECT TITLE

NO. 7 NO: 8 NO: 9 NO: 10

A. OFFEROR A. OFFEROR A. OFFEROR A. OFFEROR

B. BID SECURITY (TYPE AND AMT) B. BID SECURITY (TYPE AND AMT) B. BID SECURITY (TYPE AND AMT) B. BID SECURITY (TYPE AND AMT)

3. CONTRACT ITEMS C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED C. AMENDMENTS ACKNOWLEDGED A. B. C.

ITEM ESTIMATED UNIT D. UNIT E. ESTIMATED D. UNIT E. ESTIMATED D. UNIT E. ESTIMATED D. UNIT E. ESTIMATED

NO. QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT

0001 144 SF $154.82 $22,294.08 $310.47 $44,707.68 $0.00 $0.00

0002 564 SF $165.02 $93,071.28 $236.45 $133,357.80 $0.00 $0.00

0003 48 Sf $477.82 $22,935.36 $879.59 $42,220.32 $0.00 $0.00 0004 1 Job $2,696.86 $2,696.86 $8,166.70 $8,166.70 $0.00 $0.00

0005 420 LF $72.60 $30,492.00 $124.27 $52,193.40 $0.00 $0.00

0006 896 SF $6.56 $5,877.76 $13.58 $12,167.68 $0.00 $0.00

0007 1 Job $9,077.08 $9,077.08 $20,099.90 $20,099.90 $0.00 $0.00

0008 4 EA $996.90 $3,987.60 $1,130.89 $4,523.56 $0.00 $0.00

0009 200 LF $261.77 $52,354.00 $143.86 $28,772.00 $0.00 $0.00

ESTIMATED TOTAL AMOUNT BASE $242,786.02 $346,209.04 $0.00 $0.00

0010 1 Job $21,000.00 $21,000.00 $26,425.00 $26,425.00 $0.00 $0.00

ESTIMATED TOTAL AMOUNT BASE + OPTIONS $263,786.02 $372,634.04 #REF! #REF!

*mistake in bid

Concrete and Miscellaneous Repairs, Fox Point Hurricane Barrier, Providence, RI Alpha Omega Construction Icarus Construction

Bid Bond 20% Bid Bond 20%

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W912WJ-17-B-0003