D-01_Abstract_of_Bids_North_Clearwell_Maintenance_and_Improvements.pdf

3. DATE OPENED PAGE

08-Jan-18 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 8 Jan 2018 10 SOUTH HOWARD STREET, ROOM 8510 received in response to this solicitation.

BALTIMORE, MD 21201 Contracting Officer: ASHLEY M. WILLIAMS

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) (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

All costs in connection with construction of the McMillan Water Treatment Plant complete as shown on the drawings and specified, but exclusive of work covered under Base Bid 0002 thru 0007 and Optional Items 0008 thru 0019, below.

1 Job XXX 997,083.72$ XXX 500,000.00$ XXX 496,000.00$

All cost in connection with the South Clearwell to include the demolition & relocation of 78-inch Butterfly Valve, installation of 78-inch steel spool piece, new static mixer, valve operator & stem supports, chemical pipe guides, chemical carrier pipes and chemical lines as shown on sheets M-10, M-11 & M-12; and the cost to make the South Clearwell Effluent Meter Vault Water Tight as shown on sheets S-14 and S-20 using water tight injection grouting. Assume 100 LF of water-proof grouting and 500 SF of watertight sealant.

1 Job XXX 413,875.34$ XXX 450,000.00$ XXX 850,000.00$

All costs in connection with the North Clearwell for procuring and installing a static mixer behind sluice gate 6-37, including the removal and reinstallation of the chemical feed lines as shown in sheet M-06; and the cost for procuring and installing replacement wiring for the Accusonic Flow Meter shown on sheet E-02.

1 Job XXX 218,506.42$ XXX 210,000.00$ XXX 400,000.00$

All cost in connection with cleaning the 48-inch DI drain line from the North Clearwell to the Trunk Sewer as shown in sheet M-13, assuming pipe is ¼ full of lime sludge or 7,500 CF to be cleaned; cost to video 2400 feet of the interior of the 48-inch pipe from the North Clearwell Drain Gate to the Trunk Sewer; Cost for a D.C. Registered Professional Engineer to prepare, sign and seal a condition assessment report based on the video evidence.

1 Job XXX 94,226.05$ XXX 1,200,000.00$ XXX 300,000.00$

All cost in connection with the demolition of existing gates and sealing of abandoned pipe as shown on sheets M-04, procurement and installation of 3 new sluice gates Complete as shown on sheet M-05, new chemical feed pipes, new electric operators and modification to entry hatch.

1 Job XXX 401,878.12$ XXX 330,000.00$ XXX 500,000.00$

All Cost to replace sluice gate 6-37 including demolition, and procurement of new sluice gate, stem, supports, surface support slab and electric actuators as shown on sheet M-06.

1 Job XXX 193,262.49$ XXX 90,000.00$ XXX 150,000.00$

0007 All Cost to provide maintenance to gate 6-50 to reduce leaking per specification 1 Job XXX 13,465.09$ XXX 10,000.00$ XXX 20,000.00$

TOTAL BASE BID AMOUNT 2,332,297.23$ 2,790,000.00$ 2,716,000.00$

Option

9. OFFERS

Bid Bond 20%

Norair Enginering Corp.

337 Brightseat Rd. Suite 200

Landover, MD 20785

Yes

No. 2

CPP Construction 362 B Christopher Ave

Gaithersburg, MD 20879

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

6. NUMBER OF AMENDMENTS ISSUED: 1 (one) Yes

Bid Bond 20%

01-Dec-17W912DR-18-B-0002

North Clearwell Maintenance and Improvements Washington Aqueduct Division, Washington, DC

No. 1

All cost for installation of Soil Erosion and Sediment Control measures as required under the DOEE Permit and as shown on sheets C-05 thru C-10.

1 Job XXX 214,665.69$ XXX 900,000.00$ XXX 200,000.00$

All costs to repair interior wall base joint as specified in Section 03 01 35, and defined in contract drawings sheet S- 20, including Waterproof Membrane Patch.

750 LF 3.36$ 2,520.00$ 140.00$ 105,000.00$ 140.00$ 105,000.00$

All costs to repair Expansion/Construction joints as specified in Section 03 01 35, and defined in contract drawings sheet S-20 without Waterproof Injection Grout, including Waterproof Membrane Patch.

250 LF 63.81$ 15,952.50$ 100.00$ 25,000.00$ 88.00$ 22,000.00$

0011 Expansion/Construction Joint Repair with Waterproof Injection Grout, including Waterproof Membrane Patch 750 LF 89.70$ 67,275.00$ 200.00$ 150,000.00$ 125.00$ 93,750.00$

All Costs to repair wall and floor cracks as specified in Section 03 01 35, and defined in contract drawings sheet S-

20. Using Structural Crack Repair Material

2000 LF $ 5.73 11,460.00$ 110.00$ 220,000.00$ 52.00$ 104,000.00$

All Costs to repair ceiling cracks as specified in Section 03 01 35, and defined in contract drawings sheet S-20. Using Structural Crack Repair Material

6000 LF $ 40.70 244,200.00$ 100.00$ 600,000.00$ 68.00$ 408,000.00$

All Costs to repair surface ceiling spalls as specified in Section 03 01 35, and defined in contract drawings sheet S- 20.

30 CF $ 244.43 7,332.90$ 500.00$ 15,000.00$ 900.00$ 27,000.00$

0015 Additional amount for Generator and appurtenances for Backup Power in lieu of a power connection. 50 CF $ 246.45 12,322.50$ 600.00$ 30,000.00$ 1,900.00$ 95,000.00$

0016 All work complete to provide and install Automatic Tank Gauging Equipment, excluding CLIN Item 0007. 16,400 LF $ 1.77 29,028.00$ 40.00$ 656,000.00$ 43.00$ 705,200.00$

0017 All Cost to abandon and seal 4 pipes within the clearwell as shown on sheet M-01 1 Job XXX 273,813.16$ XXX 49,000.00$ XXX 65,000.00$

All Costs to procure and construction the North Clearwell Interior FRP Baffle Wall System as shown in sheets S-03& S- 03A and specified in section 06 72 11.

1 Job XXX 1,460,329.76$ XXX 1,100,000.00$ XXX 1,025,000.00$

All Costs to construction the new concrete elevated slab over the entire North Clearwell Structure. Work includes but not limited to excavation and disposal of overlay soil, water tight membrane and preparation for new two-way reinforced slab, new water tight membrane, “green” roof, new perimeter drain, and above Clearwell utility relocations not associated with the Control Structure Electrical Work as shown on sheets S-01 thru S-13 & E-02 thru E-04

1 Job XXX 9,876,322.16$ XXX 7,800,000.00$ XXX 8,215,000.00$

TOTAL ESTIMATED OPTIONAL AND BASE BID AMOUNT 14,547,518.90$ 14,440,000.00$ 13,780,950.00$

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)

1. SOLICITATION NUMBER PAGE

ABSTRACT OF OFFERS

CONSTRUCTION

CONTINUATION SHEET

W912DR-18-B-0002 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

All costs in connection with construction of the McMillan Water Treatment Plant complete as shown on the drawings and specified, but exclusive of work covered under Base Bid 0002 thru 0007 and Optional Items 0008 thru 0019, below.

1 Job XXX 2,886,000.00$ XXX 3,068,350.00$

All cost in connection with the South Clearwell to include the demolition & relocation of 78-inch Butterfly Valve, installation of 78-inch steel spool piece, new static mixer, valve operator & stem supports, chemical pipe guides, chemical carrier pipes and chemical lines as shown on sheets M-10, M-11 & M-12; and the cost to make the South Clearwell Effluent Meter Vault Water Tight as shown on sheets S-14 and S-20 using water tight injection grouting. Assume 100 LF of water-proof grouting and 500 SF of watertight sealant.

1 Job XXX 650,000.00$ XXX 475,000.00$

All costs in connection with the North Clearwell for procuring and installing a static mixer behind sluice gate 6- 37, including the removal and reinstallation of the chemical feed lines as shown in sheet M-06; and the cost for procuring and installing replacement wiring for the Accusonic Flow Meter shown on sheet E-02.

1 Job XXX 500,000.00$ XXX 50,000.00$

All cost in connection with cleaning the 48-inch DI drain line from the North Clearwell to the Trunk Sewer as shown in sheet M-13, assuming pipe is ¼ full of lime sludge or 7,500 CF to be cleaned; cost to video 2400 feet of the interior of the 48-inch pipe from the North Clearwell Drain Gate to the Trunk Sewer; Cost for a D.C. Registered Professional Engineer to prepare, sign and seal a

1 Job XXX 700,000.00$ XXX 107,000.00$

All cost in connection with the demolition of existing gates and sealing of abandoned pipe as shown on sheets M-04, procurement and installation of 3 new sluice gates Complete as shown on sheet M-05, new chemical feed pipes, new electric operators and modification to entry

1 Job XXX 450,000.00$ XXX 565,000.00$

All Cost to replace sluice gate 6-37 including demolition, and procurement of new sluice gate, stem, supports, surface support slab and electric actuators as shown on

1 Job XXX 200,000.00$ XXX 220,000.00$

0007 All Cost to provide maintenance to gate 6-50 to reduce leaking per specification 1 Job XXX 2,000.00$ XXX 22,000.00$

TOTAL BASE BID AMOUNT 5,388,000.00$ 4,507,350.00$ -$

2. PROJECT TITLE

Bid Bond 20%

Yes Yes

OFFERS (Continued)

North Clearwell Maintenance and Improvements Washington Aqueduct Division, Washington, DC

No. 6No. 3 No. 4

American Contracting & Environmental Services, Inc.

10330 Old Columbia Rd. Suite 102 Columbia, MD 21046

Edifice-Schlosser Joint Venture II, LLC

6600 Virginia Manor Road Beltsville, MD 20705

Bid Bond 20%

No. 5

Option

All cost for installation of Soil Erosion and Sediment Control measures as required under the DOEE Permit and as shown on sheets C-05 thru C-10.

1 Job XXX 75,000.00$ XXX 150,000.00$

All costs to repair interior wall base joint as specified in Section 03 01 35, and defined in contract drawings sheet S-20, including Waterproof Membrane Patch.

750 LF 70.00$ 52,500.00$ 85.00$ 63,750.00$

All costs to repair Expansion/Construction joints as specified in Section 03 01 35, and defined in contract drawings sheet S-20 without Waterproof Injection Grout, including Waterproof Membrane Patch.

250 LF 80.00$ 20,000.00$ 60.00$ 15,000.00$

0011 Expansion/Construction Joint Repair with Waterproof Injection Grout, including Waterproof Membrane Patch 750 LF 150.00$ 112,500.00$ 130.00$ 97,500.00$

All Costs to repair wall and floor cracks as specified in Section 03 01 35, and defined in contract drawings sheet S-20. Using Structural Crack Repair Material

2000 LF $ 120.00 240,000.00$ $ 16.00 32,000.00$

All Costs to repair ceiling cracks as specified in Section 03 01 35, and defined in contract drawings sheet S-20. Using Structural Crack Repair Material

6000 LF $ 26.00 156,000.00$ $ 6.00 36,000.00$

All Costs to repair surface ceiling spalls as specified in Section 03 01 35, and defined in contract drawings sheet S-20.

30 CF $ 400.00 12,000.00$ $ 1,350.00 40,500.00$

0015 Additional amount for Generator and appurtenances for Backup Power in lieu of a power connection. 50 CF $ 500.00 25,000.00$ $ 1,450.00 72,500.00$

0016 All work complete to provide and install Automatic Tank Gauging Equipment, excluding CLIN Item 0007. 16,400 LF $ 10.00 164,000.00$ $ 16.00 262,400.00$

0017 All Cost to abandon and seal 4 pipes within the clearwell as shown on sheet M-01 1 Job XXX 5,000.00$ XXX 32,000.00$

All Costs to procure and construction the North Clearwell Interior FRP Baffle Wall System as shown in sheets S-03& S-03A and specified in section 06 72 11.

1 Job XXX 600,000.00$ XXX 990,000.00$

All Costs to construction the new concrete elevated slab over the entire North Clearwell Structure. Work includes but not limited to excavation and disposal of overlay soil, water tight membrane and preparation for new two-way reinforced slab, new water tight membrane, “green” roof, new perimeter drain, and above Clearwell utility relocations not associated with the Control Structure Electrical Work as shown on sheets S-01 thru S-13 & E-02

1 Job XXX 5,300,000.00$ XXX 7,600,000.00$

TOTAL ESTIMATED OPTIONAL AND BASE BID

AMOUNT 12,150,000.00$ 13,899,000.00$

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)