Abstract_of_Bids_East_Shaft_Pumping_Station.pdf
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- Solicitation number
- W912DR-16-B-0006
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ABSTRACT OF OFFERS - CONSTRUCTION 1. SOLICITATION NUMBER 2. DATE ISSUED DATE OPENED PAGE OF 2/23/2016 1 of 2
4. ISSUING OFFICE Name and title of Certifying Official (Type) Department of the Army I CERTIFY that I have opened, read, and Baltimore District, Corps of Engineers recorded on this abstract all offers Signature Date Signed 2/23/2016 10 S. Howard Street, Room 7000 received in response to this solicitation.
Baltimore, MD 21203 Contracting Officer: GARY A. FAYKES
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)
6. NUMBER OF AMENDMENTS ISSUED 3 (Three) 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 the rehabilitation work at the East Shaft Pump Station complete as shown on drawing sheets G-1, C-1, C-5, A-1 through A-8, S-1 through S-5, M-1 through M-6, HP-1, HP-2, E-1 through E-16, I-1, I-2, I-3, I-4, I-6, I-7, I-9, I-10, I-11, L-1, L-2, and including associated specifications, but exclusive of work covered under Base Bid Item Nos. 0002 through 0006, and Optional Bid Item Nos.
0007 and 0008 below.
___ JOB 4,240,720.00$ 3,347,000.00$ 3,920,000.00$
All costs in connection with the rehabilitation work at the McMillan Intake Screens complete as shown on drawing sheets G-1, C-2, C-5, S- 1, S-5, M-7, M-8, E-1, E-12, E-16, I-1, I-2, I-3, I-5, I 11, and including associated specifications, but exclusive of work covered under Base Bid Item Nos. 0001, and 0003 through 0006 , and Optional Bid Item Nos.
0007 and 0008 below.
___ JOB 2,244,992.00$ 1,000,000.00$ 1,000,000.00$
0003 All cost in connection with Type I Concrete Repair as specified in Section 03 01 32, and defined in contract drawing sheet S-5. 100 LF 36.72$ 3,672.00$ 50.00$ 5,000.00$ 60.00$ 6,000.00$
0004 All cost in connection with Type II Concrete Repair as specified in Section 03 01 032, and defined in contract drawing sheet S-5. 30 SF 261.00$ 7,830.00$ 150.00$ 4,500.00$ 200.00$ 6,000.00$
0005 All cost in connection with Type III Concrete repair as specified in Section 03 01 32, and defined in contract drawing sheet S-5. 30 SF 251.00$ 7,530.00$ 250.00$ 7,500.00$ 300.00$ 9,000.00$
0006 All cost in connection with Type IV Concrete Repair as specified in Section 03 01 32, and defined in contract drawing sheet S-5. 30 SF 187.00$ 5,610.00$ 200.00$ 6,000.00$ 300.00$ 9,000.00$
TOTAL ESTIMATED BASE BID AMOUNT 6,510,354.00$ 4,370,000.00$ 4,950,000.00$
All costs in connection with construction of the Settled Water Blow-off Line complete as shown on contract drawing sheets G-1, C-2, C-3, C-4, C-5, S-1, E-1, E-12, E-16, I-1, I-2, I-3, I-8, I-11 and including associated specifications.
___ JOB 717,032.00$ 500,000.00$ 601,000.00$
All costs in connection with construction of the Fiber Optic SCADA Communication System complete as shown on contract drawing sheets E-2, E-3, E-12 through E-16, I-9, I-10 and including associated specifications.
___ JOB 367,360.00$ 30,000.00$ 33,000.00$
TOTAL BASE AND OPTION BID AMOUNT 7,594,746.00$ 4,900,000.00$ 5,584,000.00$
No. 2
CPP Construction Company 362 B Christopher Ave.
Gaithersburg, MD 20879
1/21/2016W912DR-16-B-0006
East Shaft Pumping Station Washington Aqueduct, Washington, DC
No. 1
9. OFFERS
Yes
Bid Bond 20% Bid Bond 20%
Norair Engineering Group 337 Brightseat Rd., Ste 200
Landover, MD 20785
Yes
1. SOLICITATION NUMBER PAGE OF
ABSTRACT OF OFFERS W912DR-16-B-0006 2 OF 2
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
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 the rehabilitation work at the East Shaft Pump Station complete as shown on drawing sheets G-1, C-1, C-5, A-1 through A-8, S-1 through S-5, M-1 through M-6, HP-1, HP-2, E-1 through E-16, I-1, I-2, I-3, I-4, I-6, I-7, I-9, I-10, I-11, L-1, L-2, and including associated specifications, but exclusive of work covered under Base Bid Item Nos. 0002 through 0006, and Optional Bid Item Nos. 0007 and 0008 below.
___ JOB 3,390,000.00$ 4,900,660.00$ 3,494,310.00$ 3,089,500.00$
All costs in connection with the rehabilitation work at the McMillan Intake Screens complete as shown on drawing sheets G-1, C-2, C-5, S- 1, S-5, M-7, M-8, E-1, E-12, E-16, I-1, I-2, I-3, I-5, I 11, and including associated specifications, but exclusive of work covered under Base Bid Item Nos. 0001, and 0003 through 0006 , and Optional Bid Item Nos. 0007 and 0008 below.
___ JOB 892,623.00$ 753,190.00$ 985,000.00$ 1,520,000.00$
0003 All cost in connection with Type I Concrete Repair as specified in Section 03 01 32, and defined in contract drawing sheet S-5. 100 LF 50.00$ 5,000.00$ 35.00$ 3,500.00$ 80.00$ 8,000.00$ 100.00$ 10,000.00$
0004 All cost in connection with Type II Concrete Repair as specified in Section 03 01 032, and defined in contract drawing sheet S-5. 30 SF 120.00$ 3,600.00$ 150.00$ 4,500.00$ 200.00$ 6,000.00$ 200.00$ 6,000.00$
0005 All cost in connection with Type III Concrete repair as specified in Section 03 01 32, and defined in contract drawing sheet S-5. 30 SF 150.00$ 4,500.00$ 150.00$ 4,500.00$ 100.00$ 3,000.00$ 200.00$ 6,000.00$
0006 All cost in connection with Type IV Concrete Repair as specified in Section 03 01 32, and defined in contract drawing sheet S-5. 30 SF 178.00$ 5,340.00$ 175.00$ 5,250.00$ 123.00$ 3,690.00$ 250.00$ 7,500.00$
TOTAL ESTIMATED BASE BID AMOUNT 4,301,063.00$ 5,671,600.00$ 4,500,000.00$ 750.00$ 4,639,000.00$
All costs in connection with construction of the Settled Water Blow-off Line complete as shown on contract drawing sheets G-1, C-2, C-3, C-4, C-5, S-1, E-1, E-12, E-16, I-1, I-2, I-3, I-8, I-11 and including associated specifications.
___ JOB 1,593,000.00$ 507,931.00$ 595,000.00$ 300,000.00$
All costs in connection with construction of the Fiber Optic SCADA Communication System complete as shown on contract drawing sheets E-2, E-3, E-12 through E-16, I-9, I-10 and including associated specifications.
___ JOB 70,905.00$ X 171,000.00$ 30,000.00$
TOTAL BASE AND OPTION BID AMOUNT 5,964,968.00$ 6,179,531.00$ 5,266,000.00$ 4,969,000.00$
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)
OFFERS (Continued)
Washington Aqueduct, Washington, DC East Shaft Pumping Station
Bid Bond 20%
Yes Yes Yes
No. 6No. 3 No. 4 American Contracting & Environmental
Services, Inc.
10330 Old Columbia Rd., Ste 102
Columbia, MD 21046
IMI, Inc.
3 College Ave. #6
Fredercik, MD 21701
Shaney Construction Co.
2810 Hampden Ave.
Baltimore, MD 21211
W.M. Schlosser 2400 51st Place
Hyattsville, MD 20781
Bid Bond 20%Bid Bond 20% Bid Bond 20%
No. 5
Yes
| 2016-02-23T14:59:27-0500 | |
| FAYKES.GARY.A.1086691600 |
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