HomeMy WebLinkAboutCORRESPONDENCE - RFP - 8106 UTILITY INFRASTRUCTURE CONSTRUCTION SERVICES FOR WATER, WASTEWATER, AND STORMWATER FACILITIES CAPITAL IMPROVEMENTS (8)Connell Resources, Inc.
7785 Highland Meadows Pkwy, #100
Fort Collins, CO 80528
Phone: (970) 223-3151
Fax: (970) 223-3191
Estimator: Roland Tremble BUDGET FOR COST Date: 12/17/2018
Submitted To: City Of Fort Collins - Operations Services Budget Title: Discovery Museum Roof Drains
Address: 117 N. Mason, PO Box 580 Budget Number:
Fort Collins, CO 80522 Project Location: Dicovery Museum College And Cherry
Contact: Jared Heveran Project City, State: Fort Collins, CO
Phone: 970-221-6273 Fax: 970-221-6534 Engineer/Architect:
We have prepared for your information the following items for budget evaluation purposes for the referenced project. This budget includes conceptual quantities, resource
costs, scope-of-work and schedules and therefore may not completely represent all items of work or cost ultimately necessary for completion of the project. This budget
was prepared using reasonable skill and judgment, but is not an offer to perform the Work described.
Item # Item Description Estimated Quantity Unit Unit Price Total Price
100 Connect To Existing Storm Drain Install Tee 2.00 EACH $2,000.00 $4,000.00
105 Install Sidewalk Chase (steel Plate Type) 2 Ft Wide 12.00 LF $450.00 $5,400.00
110 Install 30Mill PVC Liner Between Building And Inlet 2.00 EACH $400.00 $800.00
Total Price for above Items: $10,200.00
1. Earthwork
202-03 Remove Standard Type II Vertical Curb 40.00 LF $7.15 $286.00
202-10 Remove Sidewalk 4"-6" Depth. 200.00 SF $1.20 $240.00
202-15 Saw Cut Conc. 6” or Less in Depth 70.00 LF $4.95 $346.50
203-11 Pothole by Vacuum Truck 8.00 EACH $227.00 $1,816.00
206-01 Structure Excavation 10.00 CY $14.50 $145.00
206-03 Backfill Class I 10.00 CY $51.70 $517.00
208-006 Rock Sock 50.00 LF $9.65 $482.50
208-008 Concrete Washout Structure 1.00 EACH $1,230.00 $1,230.00
208-009 Storm Drain Inlet Protection 2.00 EACH $375.00 $750.00
Total Price for above 1. Earthwork Items: $5,813.00
2. Bases
306-01 Reconditioning (8") 10.00 SY $6.65 $66.50
Total Price for above 2. Bases Items: $66.50
3. Pavements
Asphalt Hand Patching – Grading S/SX-75 Or S-100 (PG 5.00 $250.00 $1,250.00
64-22) (2”-3'' Depth)
403-01 TON
412-02 Concrete Pavement 8" – Class P 10.00 SY $98.90 $989.00
Total Price for above 3. Pavements Items: $2,239.00
5. Miscellaneous Construction
6'' PVC Sanitary Sewer 10.00 $51.30 $513.00
Item Used For Storm Drain Pipe
603-38 LF
604-01 Type 3 Single Inlet 2.00 EACH $4,680.00 $9,360.00
607-01 Temporary Fence – Corral Fence 75.00 LF $18.50 $1,387.50
608-02 Concrete Sidewalk (6") 200.00 SF $8.90 $1,780.00
609-02 Vertical Curb And Gutter (30") 40.00 LF $37.20 $1,488.00
609-03 Outfall Curb And Gutter (18") 20.00 LF $35.10 $702.00
626-01 Mobilization / Site Management 1.00 LS $3,660.00 $3,660.00
Total Price for above 5. Miscellaneous Construction Items: $18,890.50
Total Bid Price: $37,209.00
Notes: • Pricing is based upon plan entitled "discovery museum roof drains site and utility layout" dated 11/7/2018, Sheet C1, as prepared by
Northern engineering
and Geotechnical Engineering report was not provided or reviewed
Discovery Museum Roof Drains Page 1 of 2
• The following are excluded from this proposal: Construction layout and engineering; Drainage facility certification; Warrantee period in
excess of one year; Street cleaning for work performed by others; Permits: including but not limited to, city building, development
construction, construction dewatering, wastewater discharge, storm water discharge (NPDES), air quality, etc.; Fees, including but not
limited to, for development, inspection, utility connection, meters, etc.; Dewatering; Maintenance of erosion control devices for others;
quality control or acceptance testing; prairie dog removal, relocation, or extermination; landscaping, seeding, or revegetation.
• Material prices for pipeline Items are guaranteed for a period of 30 days from the date shown on the top of this quote. After 30 days the
material prices may change the unit prices quoted.
• All work is contingent on the availability of construction water, access to the work, negotiation of acceptable contract terms, a mutually
agreeable schedule, and verification of financing.
• Please provide a minimum of 4 weeks advanced notification of work requests to allow for scheduling the work. No work will be completed
without a signed Contract Agreement
• Frost removal or winter protection is not included. If requested, it will be billed either on a time and material basis or a lump sum amount
that is mutually agreed upon.
• Environmental site assessment / mitigation of hazardous or contaminated materials is excluded. Treatment or testing for contaminated
groundwater is specifically excluded.
• Add 1% to include performance and payment bond.
Discovery Museum Roof Drains Page 2 of 2
0.5%
FL
76.96
(TG:77.50)
FL:76.94
EX. SIDEWALK
(76.91)
FL
(77.36)
TG
MATCH INTO EXISTING
FLOWLINE OF GUTTER
PROPOSED 2' WIDE SIDEWALK
CULVERT WITH FL @ 0.5%
(SEE DETAIL)
PROPOSED 2' WIDE
CONCRETE CHASE
(SEE DETAIL)
MATCH TOP OF CULVERT
GRATE INTO EXISTING
SIDEWALK
EXISTING BUILDING
ROOF DRAIN
PRESERVE & PROTECT
EXISTING LIGHT
CONTRACTOR TO SAWCUT, REMOVE, AND
REPLACE CURB, GUTTER, AND SIDEWALK
PER NOTES 3 & 4. MATCH CONCRETE INTO
EXISTING CURB, GUTTER, AND SIDEWALK.
E
0.5%
FL
78.07
(TG:78.76)
FL:78.05
EX. SIDEWALK
(78.02)
FL
(78.51)
TG
MATCH INTO EXISTING
FLOWLINE OF GUTTER
PROPOSED 2' WIDE SIDEWALK
CULVERT WITH FL @ 0.5%
(SEE DETAIL)
PROPOSED 2' WIDE
CONCRETE CHASE
(SEE DETAIL)
MATCH TOP OF CULVERT
GRATE INTO EXISTING
SIDEWALK
CONTRACTOR TO REMOVE
VEGETATION IN FRONT OF
EX. BUILDING ROOF DRAIN
PRESERVE & PROTECT
EXISTING LIGHT
PRESERVE & PROTECT
EXISTING SIGN
RELOCATE SIGN TO OUTSIDE
OF CONCRETE CHASE
CONTRACTOR TO SAWCUT, REMOVE, AND
REPLACE CURB, GUTTER, AND SIDEWALK
PER NOTES 3 & 4. MATCH CONCRETE INTO
EXISTING CURB, GUTTER, AND SIDEWALK.
VAULT
F.O.
C.O.
ST ST ST
ST
ST ST
ST
(3.3%)
0.7%
5.3%
12.9%
2.2%
(2.4%)
EXISTING BUILDING
EX. SIDEWALK
EX. 6" STORM PIPE
EX. 6" STORM PIPE
6.2'
5.0'
(79.01)
FL
(78.85)
78.85
FL
78.92
FL
PROPOSED AREA INLET WITH
PEDESTRIAN RATED GRATE
GRATE ELEV. = 4978.83
INV. OUT = 4977.02
CONNECT TO EXISTING 6" STORM PIPE AT INVERT
ELEVATION 4977.01 WITH PVC WYE. CONTRACTOR
TO VERIFY DEPTH, SIZE, AND MATERIAL OF
EXISTING PIPE PRIOR TO CONSTRUCTION.
2 LF OF 6" PVC STORM
SEWER @ S = 0.5%
APPROXIMATE LOCATION
OF EXISTING DOOR
EXISTING CLEANOUT
RIM ELEV. = 4978.48
INVERT = 4976.93
PRESERVE & PROTECT
EXISTING TREE
EXISTING BUILDING ROOF DRAIN
SLOPE NEW CONCRETE TO
DRAIN TOWARDS AREA INLET.
(78.83)
FL
INSTALL VERTICAL CURB ALONG NORTH, WEST,
AND 1
3 OF SOUTH SIDES OF CONCRETE PAN
MATCH VERTICAL CURB
INTO EXISTING CURB
EXISTING CURB
ST ST ST ST
(2.0%)
5.0%
5.0%
0.8%
11.7%
(1.5%)
5.4'
5.0'
EXISTING BUILDING
EX. SIDEWALK
EX. 6" STORM PIPE
(78.85)
(78.98)
PROPOSED AREA INLET WITH
PEDESTRIAN RATED GRATE
GRATE ELEV. = 4978.83
INV. OUT = 4976.22
EXISTING BUILDING
ROOF DRAIN
CONNECT TO EXISTING 6" STORM PIPE AT
INVERT ELEVATION 4976.22 WITH PVC WYE.
CONTRACTOR TO VERIFY DEPTH, SIZE,
AND MATERIAL OF EXISTING PIPE PRIOR
TO CONSTRUCTION.
1.26 LF OF 6" PVC STORM
SEWER @ S = 0.5%
SLOPE NEW CONCRETE TO
DRAIN TOWARDS AREA INLET.
78.87
FL
78.91
FL
INSTALL VERTICAL CURB ALONG
EAST, WEST, AND NORTH SIDES
OF CONCRETE PAN
VAULT
F.O.
E
1 1/2"R.
2'
2" R.
4-1/2"
12"
6"
1-1/2"
6"
1-1/2" TO
1 1/2"R.
2" R.
4-1/2"
12"
6"
1-1/2"
6"
1-1/2" TO
6"
6" 6"
1 1/2"R.
2" R.
4-1/2"
12"
6"
1-1/2"
6"
1-1/2" TO
6"
EXISTING GROUND
30 MIL (MIN.) HDPE GEOMEMBRANE
LINER BETWEEN CONCRETE AND
1 1/2"R. BUILDING
2" R.
1-1/2" 4-1/2"
1-1/2" TO
6"
12"
6" 6"
30 MIL (MIN.) HDPE GEOMEMBRANE
LINER ON BUILDING SIDE OF AREA
INLET
EXISTING BUILDING
PROPOSED WALL
OF AREA INLET
PROPOSED GRATE
Sheet
DISCOVERY MUSEUM ROOF DRAINS
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
( IN FEET )
0
1 INCH = 5 FEET
5 5 10 15
EXISTING TREES
EXISTING ROOF DRAIN
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
3. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF AREA INLETS
AND SIDEWALK CULVERTS PER NOTE 4. ANY DAMAGED CURB, GUTTER, AND
SIDEWALK, AS WELL AS STREETS, SIDEWALKS, PARKING LOTS, CURBS AND
GUTTERS, DESTROYED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT
SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS.
4. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
5. ALL DISTURBED AREAS SHALL BE REVEGETATED TO EXISTING CONDITIONS.
6. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OR PAVEMENT, OR EDGE OF
WALK UNLESS NOTED OTHERWISE.
NOTES:
EXISTING STORM SEWER CLEANOUT
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 154-025
DATE: SEPTEMBER 2018
KEYMAP
D
C
A B
A AREA INLET AT WEST ENTRANCE B AREA INLET AT EAST ENTRANCE
or equivalent. (typical both sides)
With curb walk, cover plate extends
from property line to top of walk face.
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A-A (2 VIEWS)
COMBINATION CURB, GUTTER, AND SIDEWALK
center, Nelson Standard Anchor
3" #4 Bar Welded at 12" on
L = 1 1/4" x 1 1/4" x 1/4"
5/8" Rolled Steel Tread Plate
SECTION C-C
1.0' (minimum)
approved by the Engineer.
Right of Way line to flow line unless
2. Chase and cover plate run from
1. Length of steel plate varies.
Notes:
Dimension Variable
(diamond pattern)
5/8" Rolled Steel Tread Plate
4'-0" or as Directed
Retaining Screws at
Top of Curb
C B
A
C B
PLAN VIEW
A
Street
10 3/8" SECTION B-B
6"
1 1/4"
Attached
Ft. Collins only
Detached Sidewalk
finish 12" on center
Screw Brass or Electro-galv.
1/2" x 1" Flat Head Mach.
threaded to receive screw.
Angle iron to be drilled and
screw to extend into the
Concrete to be drilled to allow
Lip of Gutter
concrete
(typical both sides).
(typical both sides)
F L
Sidewalk
X (Varies, See Plans
Xmax=2.0')
d (Varies,
See Plans)
GENERAL NOTES
A
A
B B
SECTION A-A SECTION B-B
SLOT DETAIL
PLATE DETAIL
HOLD DOWN
ALTERNATE SLOT AND
DETAIL
GRATE INSTALLATION
PLAN LEGEND
A A
ABBREVIATIONS
OUTLET
PIPE D H
MIN.
H TYPICAL AREA INLET I TYPICAL SIDEWALK CULVERT
C SIDEWALK CULVERT AT EAST EDGE OF BUILDING (SOUTH) D SIDEWALK CULVERT AT EAST EDGE OF BUILDING (NORTH)
SCALE = 1"=5' SCALE = 1"=5'
SCALE = 1"=5' SCALE = 1"=5'
NOT TO SCALE NOT TO SCALE
F TYPICAL CONCRETE CHASE
NOT TO SCALE
EXISTING CONCRETE
EXISTING CURB & GUTTER
PROPOSED SPOT ELEVATION 77.71
TG - TOP OF METAL GRATE/PLATE
FL - FLOWLINE OF CURB
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM SEWER
PROPOSED STORM INLET
(77.90)
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONCRETE
EXISTING STORM SEWER ST
EXISTING LIGHT
EXISTING SIGN
C.O.
C1
SITE AND UTILITY LAYOUT
1
MIN.
12"
MIN.
12"
E VERTICAL CURB AGAINST BUILDING
NOT TO SCALE
VERTICAL CURB AGAINST
G LANDSCAPE AREAS
NOT TO SCALE
11/7/18