KO Bid Abstract - Force Main Bank Stablization Oahe Dam.pdf
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- Attached to
- Force Main Bank Stabilization at Oahe Dam, SD Federal contract opportunity
- Solicitation number
- w9128f20b0018
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This abstract of bids document summarizes six bids received in response to Solicitation Number W9128F-20-B-0018 issued by the Department of the Army Corps of Engineers Omaha District for the Force Main Bank Stabilization project at Oahe Dam in South Dakota. The project scope includes furnishing labor, materials and equipment to provide new bank stabilization including placement of approximately 2,000 cubic yards of earth embankment, 5,000 square yards of geotextile fabric and 10,000 tons of riprap stone. Bids were received from A-G-E Corporation, Morris Inc, Sharpe Enterprise, Steve Lehrkamp Enterprises Inc., Harvey Sand and Gravel Inc., and Herreid Sand and Gravel with total bid prices ranging from $765,675 to $1,268,750. The government estimate was $1,340,860. Award is to be made to the responsible bidder submitting the lowest priced, technically acceptable offer.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| KO Revised Bid Abstract - Force Main Bank Stablization - Oahe SD 7May2020.pdf | ||
| Site Visit Sign-in Sheet.pdf | ||
| Force Main Bank Stabilization Oahe Dam SD.pdf |
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2. DATE ISSUED3. DATE OPENED
I CERTIFY THAT I HAVE OPENED, READ AND
AND RECORDED ON THIS ABSTRACT
ALL OFFERS RECEIVED IN RESPONSE DATE SIGNED
X C. REASONABLE CONTRACT
7A 7B 7C D. E. F.
ITEM # DESCRIPTION OF OFFER ITEM EST. QUANTITY UNIT UNIT PRICE ESTIMATED AMOUNT UNIT PRICE ESTIMATED AMOUNTUNIT PRICE ESTIMATED AMOUNT
CLIN 0001
All work complete to supply and install riprap as specified in the specifications and drawings.
8,600
TON
$68.40 $588,240.00 59.00$ $507,400.00 43.00$ $374,100.00
CLIN 0002
All work complete to supply and install geotextile fabric as specified
5,000
SY
2.40$ $12,000.00 5.50$ $27,500.00 3.00$ $15,000
CLIN 0003
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified.
1,500
CY
27.550$ $41,325.00 21.50$ $32,250.00 20.00$ $30,000.00
CLIN 0004
All work complete to supply and install choking material as specified.
TON
31.15$ $1,557.50 35.00$ $1,750.00 60.00$ $3,000.00
CLIN 0005
All remaining work including but not limited to:
mobilization, demobilization, access road, shaping, and maintenance, and all other work except the work listed in the items above and below. 1
JOB
XXX $96,200.00 $175,000.00 $33,000.00
$739,322.50 $743,900.00 $455,100.00
CLIN 0006
All work complete to supply and install riprap as specified.
2,050
TON
68.40$ $140,220.00 59.00$ $120,950.00 43.50$ $89,175.00
CLIN 0007
All work complete to supply and install geotextile fabric as specified.
1,250
SY
2.40$ $3,000.00 5.50$ $6,875.00 3.00$ $3,750.00
CLIN 0008
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified.
CY
27.55$ $6,887.50 21.50$ $5,375.00 20.00$ $5,000.00
CLIN 0009
All work complete to supply and install choking material as specified.
TON
31.15$ $311.50 35.00$ $350.00 60.00$ $600.00
CLIN 0010
All Remaing Work
JOB
XXX $11,700.00 $41,400.00 $5,000.00
$162,119.00 $174,950.00 $103,525.00
CLIN 0011
All work complete to supply and install riprap as specified.
2,050
TON
68.40$ $140,220.00 59.00$ $120,950.00 43.50$ $89,175.00
CLIN 0012
All work complete to supply and install geotextile fabric as specified.
1,250
SY
2.40$ $3,000.00 5.50$ $6,875.00 3.00$ $3,750.00
CLIN 0013
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified.
CY
27.55$ $6,887.50 21.50$ $5,375.00 20.00$ $5,000.00
CLIN 0014
All work complete to supply and install choking material as specified.
TON
31.15$ $311.50 35.00$ $350.00 60.00$ $600.00
CLIN 0015
All remaining work
JOB
XXX $11,700.00 $41,400.00 $5,000.00
$162,119.00 $174,950.00 $103,525.00
CLIN 0016
All work complete to supply and install riprap as specified
2,050
TON
68.40$ $140,220.00 59.00$ $120,950.00 43.50$ $89,175.00
CLIN 0017
All work complete to supply and install geotextile fabric as specified.
1,250
SY
2.40$ $3,000.00 5.50$ $6,875.00 3.00$ $3,750.00
CLIN 0018
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified
CY
27.55$ $6,887.50 21.50$ $5,375.00 20.00$ $5,000.00
CLIN 0019
All work complete to supply and install choking material as specified
TON
31.15$ $311.50 35.00$ $350.00 60.00$ $600.00
CLIN 0020
All Remaining Work
JOB
XXX $11,700.00 $41,400.00 $5,000.00
$162,119.00 $174,950.00 $103,525.00
TOTAL $1,225,679.50 $1,268,750.00 $765,675.00
6. NUMBER OF AMENDMENTS ISSUED 2
Force Main Bank Stablization
Oahe Dam, AD
Bid Security 20%
C. AMENDMENTS ACKNOWLEDGED 2
Bid Security 20%
C. AMENDMENTS ACKNOWLEDGED 2
A-G-E corporation Morris Inc
Fort Pierre, SD 57532 Pierre, SD 57501
B. REASONABLE CONTRACT
(Without Profit)
(Including Profit)
A. OFFEROR A. OFFEROR
704 W Highway 14 & 34 PO Box 1162
A. HIRED LABOR
IGE
NO. 1 NO. 2
ABSTRACT OF OFFERS - CONSTRUCTION
1. SOLICITATION NUMBER
W9128F-20-B-0018
4. ISSUING OFFICE
8. GOVERNMENT ESTIMATE
(Check A, B or C AND COMPLETE D, E AND F)
5. PROJECT TITLE 9. OFFERS
TO THIS SOLICITATION
SIGNATURE
NAME AND TITLE OF CERTIFYING OFFICIAL (Type) Dean Matuszewski - Contracting Officer/ Nicole Parker - Contracting Specialist
OMAHA, NE 68102-1618
1616 CAPITOL AVENUE
CONTRACTING DIVISION (CENWO-CT)
US ARMY CORPS OF ENGINEERS
l PAGES
B. BID SECURITY (Type & Amount)
A B C D. E. F. E. F. E. F. E. F.
ITEM # DESCRIPTION EST. QTY UNIT UNIT PRICE ESTIMATED AMOUNT UNIT PRICE ESTIMATED AMOUNT UNIT PRICE ESTIMATED AMOUNT UNIT PRICE ESTIMATED AMOUNT
CLIN 0001
All work complete to supply and install riprap as specified in the specifications and drawings.
8,600
TON
$61.60 $529,760.00 55.00$ $473,000.00 52.00$ $447,200.00
CLIN 0002
All work complete to supply and install geotextile fabric as specified
5,000
SY
3.10$ $15,500.00 2.15$ $10,750.00 4.00$ $20,000.00
CLIN 0003
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified.
1,500
CY
5.800$ $8,700.00 4.60$ $6,900.00 12.00$ $18,000.00
CLIN 0004
All work complete to supply and install choking material as specified.
TON
116.00$ $5,800.00 60.00$ $3,000.00 60.00$ $3,000.00
CLIN 0005
All remaining work including but not limited to:
mobilization, demobilization, access road, shaping, and maintenance, and all other work except the work listed 1
JOB
XXX $236,000.00 $40,000.00 $40,000.00
$795,760.00 $533,650.00 $528,200.00
CLIN 0006
All work complete to supply and install riprap as specified.
2,050
TON
62.30$ $127,715.00 50.00$ $102,500.00 52.00$ $106,600.00
CLIN 0007
All work complete to supply and install geotextile fabric as specified.
1,250
SY
3.10$ $3,875.00 2.15$ $2,687.50 4.00$ $5,000.00
CLIN 0008
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified.
CY
5.80$ $1,450.00 4.60$ $1,150.00 12.00$ $3,000.00
CLIN 0009
All work complete to supply and install choking material as specified.
TON
116.00$ $1,160.00 60.00$ $600.00 60.00$ $600.00
CLIN 0010
All Remaing Work
JOB
XXX $48,300.00 $800.00 $10,000.00
$182,500.00 $107,737.50 $125,200.00
CLIN 0011
All work complete to supply and install riprap as specified.
2,050
TON
62.30$ $127,715.00 50.00$ $102,500.00 52.00$ $106,600.00
CLIN 0012
All work complete to supply and install geotextile fabric as specified.
1,250
SY
3.10$ $3,875.00 2.15$ $2,687.50 4.00$ $5,000.00
CLIN 0013
All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified.
CY
5.80$ $1,450.00 4.60$ $1,150.00 12.00$ $3,000.00
CLIN 0014
All work complete to supply and install choking material as specified.
TON
116.00$ $1,160.00 60.00$ $600.00 60.00$ $600.00
CLIN 0015
All remaining work
JOB
XXX $48,300.00 $800.00 $10,000.00
$182,500.00 $107,737.50 $125,200.00
CLIN 0016
All work complete to supply and install riprap as specified 2,050
TON
62.30$ $127,715.00 50.00$ $102,500.00 52.00$ $106,600.00
CLIN 0017
All work complete to supply and install geotextile fabric as specified.
1,250
SY
3.10$ $3,875.00 2.15$ $2,687.50 4.00$ $5,000.00
CLIN 0018 All work complete to supply, haul, place, and compact embankment (cut/fill) for bank stabilization as specified 250
CY
5.80$ $1,450.00 4.60$ $1,150.00 12.00$ $3,000.00
CLIN 0019 All work complete to supply and install choking material as specified 10
TON
116.00$ $1,160.00 60.00$ $600.00 60.00$ $600.00
CLIN 0020
All Remaining Work
JOB
XXX $45,900.00 $800.00 $10,000.00
$180,100.00 $107,737.50 $125,200.00
TOTAL $1,340,860.00 $856,862.50 $903,800.00
C. AMENDMENTS ACKNOWLEDGED
B. BID SECURITY (Type & Amount)
20% B. BID SECURITY (Type & Amount)
20%
3500 E. Hwy 34 Pierre SD 57501
PO Box 213 Harvey, ND 58341
C. AMENDMENTS ACKNOWLEDGED
507 Main St N.
Herreid SD 57632
C. AMENDMENTS ACKNOWLEDGED
Oahe Dam, AD
3. CONTRACT ITEMS
4. OFFERS (Continued)
NO. 3
A. OFFEROR
ABSTRACT OF OFFERS -
CONTINUATION SHEET
CONSTRUCTION
Force Main Bank Stablization
INSTRUCTIONS: Attach this form to Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Each Continuation l PAGES
1. SOLICITATION NUMBER
W9128F-20-B-0018 sheet will accommodate 24 contract items to conform the number of items which can be entered . Use additional forms and continuation sheets as needed.
NO. 5
A. OFFEROR
NO. 6
A. OFFEROR
NO. 4
Sharpe Enterprise Steve Lehrkamp Ent Inc.
A. OFFEROR
Harvey Sand and Gravel, Inc
B. BID SECURITY (Type & Amount)
20.00%
C. AMENDMENTS ACKNOWLEDGED
20%
| 2020-05-06T09:44:13-0500 | |
| MATUSZEWSKI.DEAN.P.1100724550 |
File details come from the government source that posted it. Updated .