C.04.01 Abstract of Bids W912DR22B0007 2nd High Reservoir.pdf

3. DATE OPENED PAGE

5/25/2022 1 of 2

4. ISSUING OFFICE Name and title of Certifying Official (Type) Ryan Fernandez - Contracting Officer

I CERTIFY that I have opened, read, and recorded on this abstract all offers Signature Date Signed 5/25/2022 received in response to this solicitation.

Contracting Officer: RYAN FERNANDEZ

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

(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 improvements to the Second High Reservoir Maintenance and Improvements complete as shown on the drawings and specified including site work, mobilization, bonds etc., but exclusive of work covered under Bid items 0002 thru 0009 below.

1 JOB LS 843,628.16$ LS 2,798,400.00$ LS 4,559,750.00$

All costs in connection with the Sample Building associated with the demolition & reconstruction of the building, including HVAC, lighting, security, communication, sampling station, plumbing, electrical wiring and breakers, and floor access ports.

1 JOB LS 303,168.87$ LS 300,000.00$ LS 400,000.00$

All costs for the installation of a mixer system as specified in Section 46 41 23 and as shown on Sheets E-04 and E-05.

1 JOB LS 427,389.99$ LS 180,000.00$ LS 225,000.00$

All costs to repair Expansion/Construction joints as specified in Section 03 01 35 and defined in contract drawings sheet S-09 and S-10 without Waterproof Injection Grout, including Waterproof Membrane Patch.

14,000 LF 126.88$ 1,776,375.76$ 65.00$ 910,000.00$ 67.00$ 938,000.00$

All costs to repair Expansion/Construction joints as specified in Section 03 01 35 and defined in contract drawings sheet S-09 and S-10 with Waterproof Injection Grout, including Waterproof Membrane Patch.

6,000 LF 265.05$ 1,590,305.55$ 150.00$ 900,000.00$ 165.00$ 990,000.00$

All costs to removal and disposal of existing expansion joint material containing asbestos as specified in Section 02 82 13.00 10 prior to installing Waterproof Membrane Patch.

5,000 LF 39.95$ 199,737.20$ 5.00$ 25,000.00$ 35.00$ 175,000.00$

All Costs to repair ceiling cracks as specified in Section 03 01 35 and defined in contract drawings sheet S-10. Using Structural Crack Repair Material without Waterproof Injection Grout.

4,000 LF 41.28$ 165,139.88$ 20.00$ 80,000.00$ 18.00$ 72,000.00$

C. Amendment Acknowledged

Norair Engineering Corp. (NEC) 337 Brightseat Road, #200

Landover, MD 20785

No. 2

BALTIMORE, MD 21201

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

Yes

Bid Bond 20%

4/15/2022W912DR22B0007

Second High Reservoir Maintenance and Improvements Washington Aqueduct Division, Washington D.C.

No. 1

BALTIMORE DISTRICT, CORPS OF ENIGNEERS

2 HOPKINS PLAZA

9. OFFERS

Bid Bond 20%

W.M Schlosser Company 2400 57st Place

Prince George's County Hyattsville, MD 20781

Yes

6. NUMBER OF AMENDMENTS ISSUED: Two (2)

All costs to repair cracks as specified in Section 03 01 35 and defined in contract drawings sheet S-10 with Waterproof Injection Grout, including Waterproof Membrane Patch.

500 LF 175.95$ 87,976.21$ 140.00$ 70,000.00$ 147.00$ 73,500.00$

All costs associated with the demolition and removal of the existing Perimeter Fence, including existing pedestrian gate and sliding gate with the existing components (card access and gate operator), and the installation of the new steel picket fence, including a new pedestrian gate and sliding gate with all new components (call box with card access and gate operator).

1 JOB LS 393,025.37$ JOB 250,000.00$ 305,000.00$ 305,000.00$

TOTAL ESTIMATED BASE BID AMOUNT 5,786,746.99$ 5,513,400.00$ 7,738,250.00$

OPTIONAL ITEMS

All Costs to repair wall and slab cracks as specified in Section 03 01 35 and defined in contract drawings sheet S-10. Using Structural Crack Repair Material.

1000 LF 190.38$ 190,375.98$ 140.00$ 140,000.00$ 18.00$ 18,000.00$

All Costs to repair spalls as specified in Section 03 01 35 and defined in contract drawings sheet S-09.

500 LF 183.36$ 91,678.44$ 230.00$ 115,000.00$ 142.00$ 71,000.00$

All Costs to repair spalls as specified in Section 03 01 35 and defined in contract drawings sheet S-09.

50 CF 923.11$ 46,155.39$ 700.00$ 35,000.00$ 500.00$ 25,000.00$

All Costs to repair spalls using formed repair method and as specified in Section 03 01 35 and defined in contract drawings sheet S-09.

30 CF 1,079.65$ 32,389.43$ 1,000.00$ 30,000.00$ 525.00$ 15,750.00$

All Costs to place mat slab waterproof membrane as specified in Section 03 01 35 and defined in contract drawings sheet S-10.

5000 LF 6.76$ 33,793.47$ 65.00$ 325,000.00$ 73.00$ 365,000.00$

TOTAL ESTIMATED BID AMOUNT

(BASE BID AND OPTIONAL ITEMS)

6,181,139.70$ 6,158,400.00$ 8,233,000.00$

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)53.236-1 OPTIONAL FORM 1419 (11-88)