Int Awd-Bid Tab.pdf
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- Attached to
- #212079 Hayesville PS and Water Improvements
- Solicitation number
- S-KS0043-00000763
- Issued by
- Marion County, Oregon
About this file
This document is a Notification of Intent to Award for the Hayesville Sewer Pump Station and Water Improvements project (Project Number 717101, Bid Number 212079) issued by the City of Salem, Oregon. The City intends to award a contract in the amount of $4,939,153 to the lowest responsive and responsible bidder, K & E Excavating, Inc. of Salem, Oregon, on October 27, 2021. The project includes the construction of sewer pumping facilities, sanitary sewer forcemain, gravity sewer, water distribution system improvements, and associated surface restoration work. Key bid items and quantities include 3,132 linear feet of 12-inch ductile iron forcemain, 26 linear feet of 12-inch PVC gravity sewer, 204 linear feet of 15-inch PVC gravity sewer, and various sizes of ductile iron water main totaling 2,857 linear feet.
The bid tabulation shows the Engineer's Estimate for the project was between $3.75 million and $4.25 million. The lowest responsive and responsible bidder, K & E Excavating, Inc., submitted a total bid of $4,939,153. The second and third lowest bidders were Emery & Sons Construction at $4,998,829 and Pacific Excavation at $5,100,680, respectively. No information is provided regarding any set-asides, funding sources, or contract renewal options.
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October 20, 2021
Chad Walter
K & E Excavating Inc.
3871 Langley Street SE
Salem OR 97317
SUBJECT: Notification of Intent to Award
Hayesville Sewer Pump Station and Water Improvements
Project Number 717101; Bid Number 212079
Dear Mr. Walter:
This correspondence will serve as formal notification of the City of Salem’s intent to award a contract in response to Bid Number 212079, to the lowest responsive and responsible bidder.
The City is recommending award of the contract to K & E Excavating, Inc. of Salem, Oregon, on
October 27, 2021, in the amount of $4,939,153.
The City appreciates the time and effort involved in the preparation of the bid proposals received in response to this solicitation.
Sincerely, Robert Keller, PE
Project Manager
RH/MD/MK:G: Group\Engineering\Projects\CIP\717101 Hayesville PS\Ad-Bid-Award\20211020 LTR Intent to Award.docx cc: Emery & Sons Construction Group
James W. Fowler
Pacific Excavation
Contracts and Procurement
Brian D. Martin, PE, City Engineer
Keith H. Kuenzi, PE, Assistant City Engineer
File: PN 717101; Construction
TABULATION OF BIDS FOR:
Average of 3
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
Hayesville Sewer Pump Station and Water Improvements
K & E Excavating
3871 Langley Street SE
Low Bidder
Salem OR 97317
Project Number:
Bid/Contract Number:
Closing Date:
717101
212079 Rob Keller, PE
Project Manager
EMERY & SONS
CONSTRUCTION
PACIFIC
EXCAVATION10/12/2021
Engineer's
Estimate g Concrete Management Facilities All Req'd Lump Sum 1,000.00 1,000.00 3,300.00 3,300.00 5,250.00 5,300.00 4,616.67 h Erosion and Sediment Control All Req'd Lump Sum 5,000.00 5,000.00 25,000.00 25,000.00 27,150.00 4,500.00 18,883.33
Foundation Stabilization (Stipulated
Price) 10 Cu. Yd. 65.00 650.00 65.00 650.00 65.00 65.00 65.00
Trench Rock Excavation (Stipulated
Price) 10 Cu. Yd. 150.00 1,500.00 150.00 1,500.00 150.00 150.00 150.00
Common Trench Excavation and
Granular Backfill a
Trench Excavation and Crushed
Aggregate Backfill (1"-0) Forcemain 3132 Lin. Ft. 20.00 62,640.00 115.00 360,180.00 80.00 115.00 103.33 b
Trench Excavation and Crushed
Aggregate Backfill (1"-0) 12-inch Gravity
Sewer 26 Lin. Ft. 60.00 1,560.00 562.00 14,612.00 350.00 300.00 404.00 c
Trench Excavation and Crushed
Aggregate Backfill (1"-0) 15-inch Gravity
Sewer 204 Lin. Ft. 70.00 14,280.00 298.00 60,792.00 250.00 292.00 280.00
Pump Station Site Schedule of Values
(Technical Specifications Section 01024) All Req'd Lump Sum 2,002,000.00 2,002,000.00 2,103,000.00 2,103,000.00 2,405,250.00 2,272,000.00 2,260,083.33
Sanitary Sewer Forcemain
12-inch Ductile Iron Pipe - Class 50 with
Restrained Joints (PE wrapped) 3132 Lin. Ft. 120.00 375,840.00 64.00 200,448.00 68.00 63.00 65.00
10 Ductile Iron Fittings a 12-inch 11.25 degree (MJ) 7 Each 700.00 4,900.00 1,000.00 7,000.00 1,275.00 805.00 1,026.67 b 12-inch 90 degree (MJ) 1 Each 700.00 700.00 1,200.00 1,200.00 1,445.00 924.00 1,189.67
11 Corrosion Protection System, Complete All Req'd Lump Sum 54,000.00 54,000.00 82,000.00 82,000.00 108,000.00 21,300.00 70,433.33
Tracer, Locate Wire & Tracer, Locate
Boxes, Complete All Req'd Lump Sum 27,500.00 27,500.00 1,700.00 1,700.00 33,350.00 16,700.00 17,250.00
Replacement of Sewer Service Laterals, Complete 15 Each 3,200.00 48,000.00 3,500.00 52,500.00 3,850.00 3,500.00 3,616.67
Gravity Sewer
G:\Group\Engineering\Projects\CIP\717101 Hayesville PS\Ad-Bid-Award\717101_ABA.xlsm\Bid TabulationPage 2 of 6 Tabulation of Bids
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
Hayesville Sewer Pump Station and Water Improvements
K & E Excavating
3871 Langley Street SE
Low Bidder
Salem OR 97317
Project Number:
Bid/Contract Number:
Closing Date:
717101
212079 Rob Keller, PE
Project Manager
EMERY & SONS
CONSTRUCTION
PACIFIC
EXCAVATION10/12/2021
Engineer's
Estimate
14 Sanitary Sewer Pipe a 12-inch PVC Pipe 26 Lin. Ft. 20.00 520.00 41.00 1,066.00 207.00 38.00 95.33 b 15-inch PVC Pipe 204 Lin. Ft. 30.00 6,120.00 57.00 11,628.00 60.00 38.00 51.67
15 Manholes a
72-inch Diameter Manholes (A DWG
C1.4), Complete All Req'd Lump Sum 15,500.00 15,500.00 37,000.00 37,000.00 25,450.00 21,900.00 28,116.67 b
96-inch Diameter Manhole (B DWG
C1.4), Complete All Req'd Lump Sum 21,000.00 21,000.00 44,900.00 44,900.00 24,205.00 29,400.00 32,835.00 c
48-inch Diameter Manhole (C DWG
C1.4), Complete All Req'd Lump Sum 12,500.00 12,500.00 27,100.00 27,100.00 15,120.00 23,700.00 21,973.33 d
72-inch Diameter Manhole (D DWG
C1.4), Complete All Req'd Lump Sum 15,500.00 15,500.00 31,800.00 31,800.00 19,200.00 29,200.00 26,733.33 e
48-inch Diameter Manhole (Sta 40+20
DWG FM1.8), Complete All Req'd Lump Sum 12,500.00 12,500.00 9,700.00 9,700.00 5,455.00 10,100.00 8,418.33 f
48-inch Diameter Manhole (Sta
41+05.39 DWG FM1.8), Complete All Req'd Lump Sum 12,500.00 12,500.00 14,700.00 14,700.00 9,885.00 12,600.00 12,395.00
Surface Restoration
Sawed Joints, Portland Cement Concrete or Asphalt (All Depths) 13000 Lin. Ft. 3.00 39,000.00 2.00 26,000.00 3.00 1.70 2.23
Temporary Asphalt Replacement (2 inches Thick) 3132 Lin. Ft. 10.00 31,320.00 10.00 31,320.00 10.00 10.00 10.00
Permanent Pavement Restoration
(Detail U3027) 3800 Sq. Yd. 54.00 205,200.00 42.00 159,600.00 65.00 61.00 56.00
19 Restoration and Cleanup All Req'd Lump Sum 5,000.00 5,000.00 7,800.00 7,800.00 33,450.00 9,500.00 16,916.67
Subtotal Schedule A 3,193,610.00 3,950,246.00
Schedule B - Waterline Replacement
Waterline
Foundation Stabilization (Stipulated
Price) 10 Cu. Yd. 50.00 500.00 50.00 500.00 50.00 50.00 50.00
Trench Rock Excavation (Stipulated
Price) 10 Cu. Yd. 150.00 1,500.00 150.00 1,500.00 150.00 150.00 150.00
G:\Group\Engineering\Projects\CIP\717101 Hayesville PS\Ad-Bid-Award\717101_ABA.xlsm\Bid TabulationPage 3 of 6 Tabulation of Bids
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
Hayesville Sewer Pump Station and Water Improvements
K & E Excavating
3871 Langley Street SE
Low Bidder
Salem OR 97317
Project Number:
Bid/Contract Number:
Closing Date:
717101
212079 Rob Keller, PE
Project Manager
EMERY & SONS
CONSTRUCTION
PACIFIC
EXCAVATION10/12/2021
Engineer's
Estimate
Common Trench Excavation and
Granular Backfill a
Trench Excavation and Crushed
Aggregate Backfill (1"-0) Waterline 2857 Lin. Ft. 15.00 42,855.00 90.00 257,130.00 70.00 124.00 94.67
8-inch Ductile Iron Pipe - Class 52 with
Restrained Joints 197 Lin. Ft. 100.00 19,700.00 45.00 8,865.00 35.00 46.00 42.00
12-inch Ductile Iron Pipe - Class 52 with
Restrained Joints 2666 Lin. Ft. 125.00 333,250.00 72.00 191,952.00 62.00 71.00 68.33
25 Ductile Iron Fittings a
8-inch Resilient Seated Gate Valve (MJ by FL) 3 Each 1,500.00 4,500.00 2,500.00 7,500.00 1,750.00 1,670.00 1,973.33 b 8-inch Adaptor (MJ by FL) 2 Each 500.00 1,000.00 560.00 1,120.00 430.00 345.00 445.00 c 8-inch by 8-inch by 6-inch Tee (FL) 1 Each 900.00 900.00 1,100.00 1,100.00 840.00 780.00 906.67 d 12-inch by 8-inch Reducer (FL by MJ) 1 Each 500.00 500.00 960.00 960.00 850.00 952.00 920.67 e 12-inch by 10-inch Reducer (MJ by FL) 1 Each 650.00 650.00 1,150.00 1,150.00 1,025.00 1,250.00 1,141.67 f 12-inch Resilient Seated Gate Valve (MJ) 1 Each 2,500.00 2,500.00 4,100.00 4,100.00 3,290.00 3,195.00 3,528.33 g
12-inch Resilient Seated Gate Valve (MJ by FL) 3 Each 2,500.00 7,500.00 3,800.00 11,400.00 3,030.00 3,025.00 3,285.00 h 12-inch Blind Flange 1 Each 700.00 700.00 700.00 700.00 550.00 525.00 591.67 i 12-inch Adaptor (MJ by FL) 4 Each 700.00 2,800.00 920.00 3,680.00 755.00 522.00 732.33 j 12-inch Foster Adaptor 2 Each 700.00 1,400.00 520.00 1,040.00 385.00 420.00 441.67 k 12-inch 11.25 degree (MJ) 2 Each 750.00 1,500.00 920.00 1,840.00 855.00 760.00 845.00 l 12-inch 22.5 degree (MJ) 2 Each 750.00 1,500.00 940.00 1,880.00 875.00 855.00 890.00 m 12-inch 45 degree (MJ) 8 Each 750.00 6,000.00 1,000.00 8,000.00 930.00 820.00 916.67 n
12-inch by 12-inch by 4-inch Tee (MJ by
MJ by FL) 1 Each 1,000.00 1,000.00 1,400.00 1,400.00 1,115.00 975.00 1,163.33 o
12-inch by 12-inch by 6-inch Tee (MJ by
MJ by FL) 6 Each 1,000.00 6,000.00 1,440.00 8,640.00 1,215.00 1,010.00 1,221.67
G:\Group\Engineering\Projects\CIP\717101 Hayesville PS\Ad-Bid-Award\717101_ABA.xlsm\Bid TabulationPage 4 of 6 Tabulation of Bids
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
Hayesville Sewer Pump Station and Water Improvements
K & E Excavating
3871 Langley Street SE
Low Bidder
Salem OR 97317
Project Number:
Bid/Contract Number:
Closing Date:
717101
212079 Rob Keller, PE
Project Manager
EMERY & SONS
CONSTRUCTION
PACIFIC
EXCAVATION10/12/2021
Engineer's
Estimate p 12-inch by 12-inch by 8-inch Tee (MJ) 1 Each 1,000.00 1,000.00 1,440.00 1,440.00 1,210.00 995.00 1,215.00 q
12-inch by 12-inch by 8-inch Tee (MJ by
MJ by FL) 1 Each 1,000.00 1,000.00 1,520.00 1,520.00 1,285.00 1,070.00 1,291.67 r 12-inch by 12-inch by 8-inch Tee (FL) 2 Each 1,000.00 2,000.00 1,840.00 3,680.00 1,580.00 1,360.00 1,593.33 s 12-inch Tee (FL) 1 Each 1,200.00 1,200.00 2,120.00 2,120.00 1,850.00 1,590.00 1,853.33 t 12-inch Tee (MJ) 1 Each 1,200.00 1,200.00 1,360.00 1,360.00 1,140.00 1,200.00 1,233.33
26 Fire Hydrant Assembly 6 Each 5,000.00 30,000.00 9,200.00 55,200.00 8,500.00 6,700.00 8,133.33
Fire Service (4663 Lancaster Drive NE), Complete All Req'd Lump Sum 5,000.00 5,000.00 6,800.00 6,800.00 7,395.00 2,800.00 5,665.00
Fire Service (4746 Portland Road NE), Complete All Req'd Lump Sum 5,000.00 5,000.00 9,600.00 9,600.00 8,703.00 2,600.00 6,967.67
29 Water Service (Main to Meter) a 1-inch Water Service 25 Each 2,000.00 50,000.00 2,300.00 57,500.00 3,380.00 2,500.00 2,726.67 b 2-inch Water Service 3 Each 3,000.00 9,000.00 6,100.00 18,300.00 6,490.00 5,200.00 5,930.00 c
Domestic Water Service Sleeve (STD Plan
247) 10 Each 1,000.00 10,000.00 430.00 4,300.00 620.00 1,250.00 766.67
30 Reconnect Water Service 27 Each 500.00 13,500.00 1,100.00 29,700.00 855.00 400.00 785.00
Reconnect Water Service (4705
Lancaster Drive NE), Complete All Req'd Lump Sum 2,000.00 2,000.00 5,300.00 5,300.00 11,515.00 9,300.00 8,705.00
Replacement of Sewer Service Laterals, Complete 10 Each 3,200.00 32,000.00 3,400.00 34,000.00 4,875.00 4,200.00 4,158.33
33 1-inch Chlorination Tap 3 Each 1,000.00 3,000.00 900.00 2,700.00 750.00 2,500.00 1,383.33
34 2-inch Blow-off Assembly (STD Plan 405) 2 Each 1,500.00 3,000.00 3,400.00 6,800.00 3,225.00 1,170.00 2,598.33
35 2-inch Blow-off Assembly (STD Plan 407) 3 Each 2,500.00 7,500.00 2,300.00 6,900.00 2,185.00 2,170.00 2,218.33
36 6-inch Blow-off Assembly (STD Plan 406) 3 Each 3,500.00 10,500.00 7,000.00 21,000.00 6,245.00 4,000.00 5,748.33
Surface Restoration
G:\Group\Engineering\Projects\CIP\717101 Hayesville PS\Ad-Bid-Award\717101_ABA.xlsm\Bid TabulationPage 5 of 6 Tabulation of Bids
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
Hayesville Sewer Pump Station and Water Improvements
K & E Excavating
3871 Langley Street SE
Low Bidder
Salem OR 97317
Project Number:
Bid/Contract Number:
Closing Date:
717101
212079 Rob Keller, PE
Project Manager
EMERY & SONS
CONSTRUCTION
PACIFIC
EXCAVATION10/12/2021
Engineer's
Estimate
Sawed Joints, Portland Cement Concrete or Asphalt (All depths) 12000 Lin. Ft. 3.00 36,000.00 2.00 24,000.00 2.00 1.80 1.93
Temporary Asphalt Replacement (2 inches Thick) 2857 Lin. Ft. 10.00 28,570.00 10.00 28,570.00 8.00 10.00 9.33
Permanent Pavement Restoration
(Detail U3028) 900 Sq. Yd. 72.00 64,800.00 84.50 76,050.00 94.00 67.00 81.83
Remove and Replace Existing Curb over
12 inches of Aggregate base 100 Lin. Ft. 45.00 4,500.00 101.00 10,100.00 395.00 88.00 194.67
Remove and Replace Sidewalk with 4 inches PCC over 2 inches 1"-0 Aggregate
Base 60 Sq. Yd. 60.00 3,600.00 161.00 9,660.00 11.00 115.00 95.67
Remove and Replace Driveway with 6 inches PCC over 2 inches 1"-0 Aggregate
Base 30 Sq. Yd. 85.00 2,550.00 245.00 7,350.00 150.00 160.00 185.00
43 Removal of Asbestos Cement Pipe 250 Lin. Ft. 65.00 16,250.00 70.00 17,500.00 70.00 42.00 60.67
44 Restoration and Cleanup All Req'd Lump Sum 5,000.00 5,000.00 12,000.00 12,000.00 16,600.00 8,000.00 12,200.00
45 Additional Financial Surety All Req'd Lump Sum 10,000.00 10,000.00 9,000.00 9,000.00 5,500.00 3,000.00 5,833.33
46 Flowable Fill 750 Lin. Ft. 15.00 11,250.00 16.00 12,000.00 9.00 105.00 43.33
Subtotal Schedule B 805,675.00 988,907.00
Total 3,999,285.00 4,939,153.00
2nd Low Bidder 4,998,829.00
3rd Low Bidder 5,100,680.00
5,789,958.00
EMERY & SONS CONSTRUCTION
PACIFIC EXCAVATION
JAMES W FOWLER
Remaining Bidders
G:\Group\Engineering\Projects\CIP\717101 Hayesville PS\Ad-Bid-Award\717101_ABA.xlsm\Bid TabulationPage 6 of 6 Tabulation of Bids
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