Attachment+6.pdf
PDF 12 MB Posted
- Solicitation number
- 770.4200-24-001
- Issued by
- Mclean County, North Dakota
About this file
This document is an attachment related to a state and local contract opportunity titled "Missouri River Potential Intake Locations Investigation" in the state of North Dakota, specifically within the jurisdiction of McLean County.
The scope of work involves the identification of optimal locations for industrial water intakes throughout the Missouri River Corridor from the Montana border to Washburn, ND. The project overview and key details are not provided in the attachment. No information is given regarding item quantities, response dates, due dates, site visits, bidder's meetings and conferences, award dates, or the term of the contract including any renewal options.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment+5.pdf | ||
| Attachment+1+Technical+Proposal.pdf | ||
| Attachment+3+Relevant+Studies.pdf | ||
| Missouri+river+Intake+RFP+Amendment+1.pdf | ||
| RFP.pdf | ||
| Attachment+4.pdf | ||
| Attachment+2+Sample+Contract.pdf |
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Text version
Appendix J: Conceptual Design Layout
M i s s o u r i R i v e r H y d r o g e o l o g i c I n v e s t i g a t i o n a n d I n t a k e C o n c e p t u a l D e s i g n S t u d y
!G!
!G!
!G!
!G!
8 1097
McLean
County
Oliver
County
T143N
R 81W
A
B
C
E
D
,1
1,330' 4,632'
,9
5,320'
14''
14''
24''
24''
36''
M i s s o u r i
R i v e r
A p p ro x im a te O
H W
M
Date: 12/23/2014 | Coordinate System: North Dakota State Plane South
Access Route
Water Transmission Pipeline
!G! Collector Wells
!O Vertical Wells
"M) Meter Station
Electrical Service
²³ Electrical Equipment Building
FEMA National Flood Hazard Layer
100-Year Flood Boundary
500-Year Flood Boundary
Approximate Ordinary High Water Mark
New Intake Access:
Site 1- Painted Woods Creek
Missouri River Bank Filtration Intake
Burleigh and McLean Counties | ND
Advanced Engineering and Environmental Services, Inc.
0 1,500750
Feet
C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\New Intake Access.mxd | Edited by: DYL
1 inch = 1,500 feet Locator Map Not to Scale
Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.
McLean
County
Burleigh
CountyOliver
County
Morton
County
Page 1 / 3
-New Access Road =
15,000 LF
-Electrical Service =
20,000 LF
-Total Site Easment Area =
65 acres
-Total Site Property Acquisition
Area = 5 acres
-The assumed easment width is 150' along the pipe and roadway. Property acquisition is assumed at 200' by 200' at each well.
14" 2,500 feet
20" 5,000 feet
24" 500 feet
36" 12,500 feet
Total 20,000 feet
Water Transmission Line
Well Capacity Total Depth
A 3 mgd 95 feet
B 5 to 10 mgd 84 to 95 feet
C 5 to 10 mgd 84 to 95 feet
D 3 mgd 85 feet
E 3 mgd 85 feet
Total 19 to 29 mgd --
!G!
!G!
4 3
Burleigh
County
Oliver
County
Morton
County
T141N
R 81W
T140N
R 81W
A
B
C
D
,3
2,672' 2,766'
,1
4,342'1
18''
24''
36'' 36''
M i s s o u r i
R i v e r
Approximate OHWM
Date: 12/23/2014 | Coordinate System: North Dakota State Plane South
Access Route
Water Transmission Pipeline
!G! Collector Wells
!O Vertical Wells
"M) Meter Station
Electrical Service
²³ Electrical Equipment Building
FEMA National Flood Hazard Layer
100-Year Flood Boundary
500-Year Flood Boundary
Approximate Ordinary High Water Mark
New Intake Access:
Site 2- Sundown Acres
Missouri River Bank Filtration Intake
Burleigh and McLean Counties | ND
Advanced Engineering and Environmental Services, Inc.
0 1,500750
Feet
C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\New Intake Access.mxd | Edited by: DYL
1 inch = 1,500 feet Locator Map Not to Scale
Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.
McLean
County
Burleigh
CountyOliver
County
Morton
County
Page 2 / 3
-New Access Road =
13,000 LF
-Electrical Service =
16,000 LF
-Total Site Easment Area =
51 acres
-Total Site Property Acquisition
Area = 4 acres
-The assumed easment width is 150' along the pipe and roadway. Property acquisition is assumed at 200' by 200' at each well.
14" 2,500 feet
18" 500 feet
24" 2,000 feet
30" 1,000 feet
36" 10,000 feet
Total 16,000 feet
Water Transmission Line
Well Capacity Total Depth
A 3 mgd 108 feet
B 3 to 5 mgd 80 feet
C 3 to 5 mgd 80 feet
D 5 to 10 mgd 80 feet
Total 14 to 23 mgd --
!O
!O
!O
!O
!O
!O !O
!O !O
!O
!O
!O
!O
!O
!O
!G!
²³
²³
"M)
Burleigh
County
Morton
County
T138N
R 80W
T138N
R 81W
T137N R
81W
T137N
R 80W
A
B
,1
3,287'
6,886'
8''
6''
8''
6''
8''
4''
8''
18''
24''
30''
M i s s o u r i R i v e r
Approximate OHWM
Date: 12/23/2014 | Coordinate System: North Dakota State Plane South
Access Route
Water Transmission Pipeline
!G! Collector Wells
!O Vertical Wells
"M) Meter Station
Electrical Service
²³ Electrical Equipment Building
FEMA National Flood Hazard Layer
100-Year Flood Boundary
500-Year Flood Boundary
Approximate Ordinary High Water Mark
New Intake Access:
Site 3- State Penitentiary
Missouri River Bank Filtration Intake
Burleigh and McLean Counties | ND
Advanced Engineering and Environmental Services, Inc.
0 1,500750
Feet
C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\New Intake Access.mxd | Edited by: DYL
1 inch = 1,500 feet Locator Map Not to Scale
Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.
McLean
County
Burleigh
CountyOliver
County
Morton
County
Page 3 / 3
-New Access Road =
14,000 LF
-Electrical Service =
21,000 LF
-Total Site Easment Area =
80 acres
-Total Site Property Acquisition
Area = 0 acres
-The assumed easment width is 150' along the pipe and roadway, and 200' by 200' at each well.
4" 1,000 feet
6" 2,000 feet
8" 2,500 feet
10" 1,500 feet
18" 1,000 feet
24" 6,000 feet
30" 8,500 feet
Total 22,000 feet
Water Transmission Line
Well Capacity Total Depth
1 50 to 150 gpm 70 to 85 feet
2 50 to 150 gpm 70 to 85 feet
3 50 to 150 gpm 70 to 85 feet
4 50 to 150 gpm 70 to 85 feet
5 50 to 150 gpm 70 to 85 feet
6 50 to 150 gpm 70 to 85 feet
7 50 to 150 gpm 70 to 85 feet
8 50 to 150 gpm 70 to 85 feet
9 50 to 150 gpm 70 to 85 feet
10 50 to 150 gpm 70 to 85 feet
11 50 to 150 gpm 70 to 85 feet
12 50 to 150 gpm 70 to 85 feet
13 50 to 150 gpm 70 to 85 feet
14 50 to 150 gpm 70 to 85 feet
15 50 to 150 gpm 70 to 85 feet
A 5 mgd 129 feet
B 5 mgd 129 feet
Total 11 to 13 mgd --
Appendix L: Cost Estimate
M i s s o u r i R i v e r H y d r o g e o l o g i c I n v e s t i g a t i o n a n d I n t a k e C o n c e p t u a l D e s i g n S t u d y
1/7/2015
CH2M Hill Missouri River Intake
P10733-2014-003
Site 1 - Painted Woods Creek
Opinion of Probable Construction Costs
Qty Unit Unit Costs Multiplier Installed Cost SubTotal NOTES
A. General Conditions
Mobilization, Bonding, Insurance 1 LS $41,200,000 0.08 $3,296,000 8%
SubTotal $3,296,000
B. Transmission Line
1. Pipelines
42" DIP 0 LF $200 1.00 $0
36" DIP 12,500 LF $150 1.00 $1,875,000
30" DIP 0 LF $120 1.00 $0
24" 500 LF $100 1.00 $50,000
20" 5,000 LF $90 1.00 $450,000
18" 0 LF $80 1.00 $0
14" 2,500 LF $80 1.00 $200,000
12" 0 LF $60 1.00 $0
8" 0 LF $50 1.00 $0
6" 0 LF $50 1.00 $0
4" 0 LF $50 1.00 $0
2. Valves, Fittings, etc.
Air Release MH 11 EA $20,000 1.00 $220,000 Every 2000 feet of pipe.
42" GV 0 EA $60,000 1.00 $0 Every 2000 feet of pipe.
36 GV 7 EA $45,000 1.00 $315,000 Every 2000 feet of pipe.
30" GV 0 EA $40,000 1.00 $0 Every 2000 feet of pipe.
24" GV 1 EA $35,000 1.00 $35,000 Every 2000 feet of pipe.
20"GV 3 EA $25,000 1.00 $75,000 Every 2000 feet of pipe.
18"GV 0 EA $20,000 1.00 $0 Every 2000 feet of pipe.
14"GV 2 EA $20,000 1.00 $40,000 Every 2000 feet of pipe.
12" GV 0 EA $10,000 1.00 $0 Every 2000 feet of pipe.
8" GV 0 EA $8,000 1.00 $0 Every 2000 feet of pipe.
6"GV 0 EA $5,000 1.00 $0 Every 2000 feet of pipe.
4" GV 0 EA $5,000 1.00 $0 Every 2000 feet of pipe.
SubTotal $3,260,000
C. Roadway
Roadway and Ditch Grading 15,000 LF $150 1.00 $2,250,000
Stream Crossing 1 LS $300,000 1.00 $300,000
Approach/Culvert 15 EA $5,000 1.00 $75,000 Culvert every 1000 length feet for a field approach
SubTotal $2,625,000
D. Collector Wells
1. Well A
a. Caisson and Laterals
Caisson 95 LF $15,000 1.00 $1,425,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $68,500 1.50 $205,500
Pipe Column 190 LF $700 1.50 $199,500
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $512,500 1.00 $512,500
Sitework 1 LS $300,000 1.00 $300,000
2. Well B
a. Caisson and Laterals
Caisson 95 LF $15,000 1.00 $1,425,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $184,000 1.50 $552,000
Pipe Column 190 LF $1,000 1.50 $285,000
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $777,500 1.00 $777,500
Sitework 1 LS $300,000 1.00 $300,000
3. Well C
a. Caisson and Laterals
Caisson 95 LF $15,000 1.00 $1,425,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $184,000 1.50 $552,000
Pipe Column 190 LF $1,000 1.50 $285,000
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $777,500 1.00 $777,500
Sitework 1 LS $300,000 1.00 $300,000
4. Well D
a. Caisson and Laterals
Caisson 85 LF $15,000 1.00 $1,275,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $68,500 1.50 $205,500
Pipe Column 170 LF $700 1.50 $178,500
BFV 2 EA $25,000 1.00 $50,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $512,500 1.00 $512,500
Sitework 1 LS $300,000 1.00 $300,000
5. Well E
a. Caisson and Laterals
Caisson 85 LF $15,000 1.00 $1,275,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $68,500 1.50 $205,500
Pipe Column 170 LF $1,000 1.50 $255,000
BFV 2 EA $25,000 1.00 $50,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $512,500 1.00 $512,500
Sitework 1 LS $300,000 1.00 $300,000
SubTotal $29,166,000
E. Electrical
Electrical Service 1 LS $259,000 1.00 $259,000
SubTotal $259,000
F. Easements
Facility Site Property Acquisition 5 AC $15,000 1.00 $75,000 208' by 208' at wells.
Total Site Easement 65 AC $6,500 1.00 $422,500 150-feet along Pipeline
SubTotal $497,500
G. Miscellaneous
Miscellaneous Items 1 LS $35,800,000 0.15 $5,370,000 15%
SubTotal $5,370,000
Contingencies $8,895,000 20%
Total Opinion of Probable Costs $53,368,500
Anticipated Capacity 19 MGD to 29 MGD
Cost per MGD $2,810,000 per MGD
$1,840,000 per MGD
ITEM DESCRIPTION
L:\CH2M Hill RRVWSP Missouri River Intake\020 Study and Report\Cost Estimate\Cost Estimate 12.29.14.xlsx
P10733-2014-003
Site 2 - Sundown Acres
Opinion of Probable Construction Costs
Qty Unit Unit Costs Multiplier Installed Cost SubTotal NOTES
A. General Conditions
Mobilization, Bonding, Insurance 1 LS $32,700,000 0.08 $2,616,000 8%
SubTotal $2,616,000
B. Transmission Line
1. Pipelines
42" DIP 0 LF $200 1.00 $0
36" DIP 10,000 LF $150 1.00 $1,500,000
30" DIP 1,000 LF $120 1.00 $120,000
24" 2,000 LF $100 1.00 $200,000
20" 0 LF $90 1.00 $0
18" 500 LF $80 1.00 $40,000
14" 2,500 LF $80 1.00 $200,000
12" 0 LF $60 1.00 $0
8" 0 LF $50 1.00 $0
6" 0 LF $50 1.00 $0
4" 0 LF $50 1.00 $0
2. Valves, Fittings, etc.
Air Release MH 8 EA $20,000 1.00 $160,000 Every 2000 feet of pipe.
42" GV 0 EA $60,000 1.00 $0 Every 2000 feet of pipe.
36 GV 5 EA $45,000 1.00 $225,000 Every 2000 feet of pipe.
30" GV 1 EA $40,000 1.00 $40,000 Every 2000 feet of pipe.
24" GV 1 EA $35,000 1.00 $35,000 Every 2000 feet of pipe.
20" GV 0 EA $25,000 1.00 $0 Every 2000 feet of pipe.
18"GV 1 EA $20,000 1.00 $20,000 Every 2000 feet of pipe.
14"GV 2 EA $20,000 1.00 $40,000 Every 2000 feet of pipe.
12" GV 0 EA $10,000 1.00 $0 Every 2000 feet of pipe.
8" GV 0 EA $8,000 1.00 $0 Every 2000 feet of pipe.
6"GV 0 EA $5,000 1.00 $0 Every 2000 feet of pipe.
4" GV 0 EA $5,000 1.00 $0 Every 2000 feet of pipe.
SubTotal $2,580,000
C. Roadway
Roadway and Ditch Grading 13,000 LF $150 1.00 $1,950,000
Stream Crossing 0 LS 1.00 $0
Approach/Culvert 13 EA $5,000 1.00 $65,000 Culvert every 1000 length feet for a field approach
SubTotal $2,015,000
D. Collector Wells
1. Well A
a. Caisson and Laterals
Caisson 108 LF $15,000 1.00 $1,620,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $68,500 1.50 $205,500
Pipe Column 216 LF $1,000 1.50 $324,000
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $512,500 1.00 $512,500
Sitework 1 LS $300,000 1.00 $300,000
2. Well B
a. Caisson and Laterals
Caisson 80 LF $15,000 1.00 $1,200,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $108,000 1.50 $324,000
Pipe Column 160 LF $800 1.50 $192,000
BFV 2 EA $25,000 1.00 $50,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $598,500 1.00 $598,500
Sitework 1 LS $300,000 1.00 $300,000
3. Well C
a. Caisson and Laterals
Caisson 80 LF $15,000 1.00 $1,200,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $116,000 1.50 $348,000
Pipe Column 160 LF $800 1.50 $192,000
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $608,500 1.00 $608,500
Sitework 1 LS $300,000 1.00 $300,000
4. Well D
a. Caisson and Laterals
Caisson 80 LF $15,000 1.00 $1,200,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $184,000 1.50 $552,000
Pipe Column 160 LF $1,000 1.50 $240,000
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $777,500 1.00 $777,500
Sitework 1 LS $300,000 1.00 $300,000
SubTotal $23,169,500
E. Electrical
Electrical Service 1 LF $200,000 1.00 $200,000
SubTotal $200,000
F. Easements
Facility Site Property Acquisition 4 AC $15,000 1.00 $60,000 208' by 208' at wells.
Total Site Easement 51 AC $6,500 1.00 $331,500 150-feet along Pipeline
SubTotal $391,500
G. Miscellaneous
Miscellaneous Items 1 LS $28,400,000 0.15 $4,260,000 15%
SubTotal $4,260,000
Contingencies $7,047,000 20%
Total Opinion of Probable Costs $42,279,000
Anticipated Capacity 14 MGD to 23 MGD
Cost per MGD $3,020,000 per MGD
$1,840,000 per MGD
L:\CH2M Hill RRVWSP Missouri River Intake\020 Study and Report\Cost Estimate\Cost Estimate 12.29.14.xlsx
P10733-2014-003
Site 3 - State Penitentiary
Opinion of Probable Construction Costs
Qty Unit Unit Costs Multiplier Installed Cost SubTotal NOTES
A. General Conditions
Mobilization, Bonding, Insurance 1 LS $24,200,000 0.08 $1,936,000 8%
SubTotal $1,936,000
B. Transmission Line
1. Pipelines
42" DIP 0 LF $200 1.00 $0
36" DIP 0 LF $150 1.00 $0
30" DIP 8,500 LF $120 1.00 $1,020,000
24" 6,000 LF $100 1.00 $600,000
20" 0 LF $90 1.00 $0
18" 1,000 LF $80 1.00 $80,000
14" 0 LF $80 1.00 $0
12" 0 LF $60 1.00 $0
10" 1,500 LF $60 1.00 $90,000
8" 2,500 LF $50 1.00 $125,000
6" 2,000 LF $50 1.00 $100,000
4" 1,000 LF $50 1.00 $50,000
2. Valves, Fittings, etc.
Air Release MH 11 EA $20,000 1.00 $220,000 Every 2000 feet of pipe.
42" GV 0 EA $60,000 1.00 $0 Every 2000 feet of pipe.
36 GV 0 EA $45,000 1.00 $0 Every 2000 feet of pipe.
30" GV 5 EA $40,000 1.00 $200,000 Every 2000 feet of pipe.
24" GV 3 EA $35,000 1.00 $105,000 Every 2000 feet of pipe.
20" GV 0 EA $25,000 1.00 $0 Every 2000 feet of pipe.
18"GV 1 EA $20,000 1.00 $20,000 Every 2000 feet of pipe.
14"GV 0 EA $20,000 1.00 $0 Every 2000 feet of pipe.
12" GV 0 EA $10,000 1.00 $0 Every 2000 feet of pipe.
12" GV 1 EA $10,000 1.00 $10,000 Every 2000 feet of pipe.
8" GV 2 EA $8,000 1.00 $16,000 Every 2000 feet of pipe.
6"GV 1 EA $5,000 1.00 $5,000 Every 2000 feet of pipe.
4" GV 1 EA $5,000 1.00 $5,000 Every 2000 feet of pipe.
SubTotal $2,646,000
C. Roadway
Roadway and Ditch Grading 14,000 LF $150 1.00 $2,100,000
Stream Crossing 0 LS 1.00 $0
Approach/Culvert 14 EA $5,000 1.00 $70,000 Culvert every 1000 length feet for a field approach
SubTotal $2,170,000
D. Collector Wells
1. Well A
a. Caisson and Laterals
Caisson 129 LF $15,000 1.00 $1,935,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $116,000 1.50 $348,000
Pipe Column 258 LF $800 1.50 $309,600
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $335,200 1.00 $335,200
Sitework 1 LS $300,000 1.00 $300,000
1. Well B
a. Caisson and Laterals
Caisson 129 LF $15,000 1.00 $1,935,000
Setup, Testing, etc. 1 LS $400,000 1.00 $400,000
Pipe Projection Setups 5 EA $20,000 1.00 $100,000
Lateral Pipe 1,000 LF $1,500 1.00 $1,500,000
c. Pumphouse
Pumphouse 1 LS $500,000 1.00 $500,000
Pumps 2 EA $116,000 1.50 $348,000
Pipe Column 258 LF $800 1.50 $309,600
BFV 3 EA $25,000 1.00 $75,000
Mag Meter 1 EA $30,000 1.00 $30,000
Pressure Relief Valve 1 EA $50,000 1.00 $50,000
Piping, Miscellaneous Valves 1 LS $150,000 1.00 $150,000
Observation Wells (total of four) 1 LS $20,000 1.00 $20,000
Mechanical 1 LS $150,000 1.00 $150,000
Electrical 1 LS $335,200 1.00 $335,200
Sitework 1 LS $300,000 1.00 $300,000
D. Pitless Wells
1. Wells 1-15
Pitless Well Units 15 EA $8,000 1.00 $120,000
Valve Vault 15 EA $15,000 1.00 $225,000
Miscellaneous Piping, Valves 15 EA $10,000 1.00 $150,000
2. Meter Building
Building 1 LS $500,000 1.00 $500,000
BFV 1 EA $15,000 1.00 $15,000
Mag Meter 1 EA $25,000 1.00 $25,000
Pressure Sustaining Valve 1 EA $20,000 1.00 $20,000
Piping, Miscellaneous Valves 1 LS $75,000 1.00 $75,000
Mechanical 1 LS $50,000 1.00 $50,000
Electrical 1 LS $316,000 1.00 $316,000
Sitework 1 LS $100,000 1.00 $100,000
3. Electrical Buildings
Building #1 (5 x 15 HP wells)
Building 1 LS $300,000 1.00 $300,000
Mechanical 1 LS $20,000 1.00 $20,000
Sitework 1 LS $100,000 1.00 $100,000
Electrical Equipment, Feeder, etc. 1 LS $335,200 1.00 $335,200
Building #2 (5 x 15 HP wells)
Building 1 LS $300,000 1.00 $300,000
Mechanical 1 LS $20,000 1.00 $20,000
Sitework 1 LS $20,000 1.00 $20,000
Electrical Equipment, Feeder, etc. 1 LS $345,800 1.00 $345,800
SubTotal $15,442,600
E. Electrical
Electrical Service 1 LF $250,000 1.00 $250,000
SubTotal $250,000
F. Easements
Facility Site Property Acquisition 0 AC $15,000 1.00 $0 208' by 208' at wells.
Total Site Easement 80 AC $6,500 1.00 $520,000 150-feet along Pipeline
SubTotal $520,000
G. Miscellaneous
Miscellaneous Items 1 LS $21,000,000 0.15 $3,150,000 15%
SubTotal $3,150,000
Contingencies $5,223,000 20%
Total Opinion of Probable Costs $31,337,600
Anticipated Capacity 13 MGD to
Cost per MGD $2,410,000 per MGD
L:\CH2M Hill RRVWSP Missouri River Intake\020 Study and Report\Cost Estimate\Cost Estimate 12.29.14.xlsx
File details come from the government source that posted it. Updated .