HomeMy WebLinkAboutAddenda - BID - 6029 DRAKE ZIEGLER IMPROVEMENT PROJECT PHASE IIiataatl�Stl`a�lee °tip€��Ic`ct
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ADDENDUM No. 3
Drake Ziegler Improvement Project Phase 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6029 Drake Ziegler Improvement Project Phase 2
OPENING DATE: March 2, 2007, 3:00 p.m. (Our Clock)
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
CHANGES:
OPENING DATE: March 2, 2007, 3:00 p.m. (Our Clock)
Box Culvert Price is to include Attached Sidewalk, 24" PVC conduits, 2-2" PVC
conduits for future utilities, and shall also include full compensation for furnishing
all labor, materials, tools, equipment, and incidentals and for doing all Work
involved in a cast in place box culvert, as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
II. Bid Tab clarifications:
603-11 2X48" RCP @ Outfall Channel Siphon should have a contract quantity of
280 Linear Feet.
603-12 48"X12" RCP Tee with a contract quantity of 2 each should be
REMOVED from the Bid Tab.
603-13 48" Special Elbows 16.7* Concrete RCP with a contract quantity of 4
each should read 48" Special Elbows 21.7 Deg. Concrete RCP and should have
a contract quantity of 2 Each.
Is REVISED BID SCHEDULE ATTACHED
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www.tceov.com
Addendum 1 .
Revised BID SCHEDULE
6029 Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT
403-02
HBP Paver Patch - Grading SG- (4" Depth) - (PG58-28)
284
TON
506-01
9"X9"X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
2
EA
506-02
22'X184'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-03
27'X119'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-04
240'X15'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-05
240'X30'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-06
145X18'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-07
4'X4'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-08
39'X17'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-09
16'X12'X2' Type M Rip -Rap - 6" Topsoil (CIP Per Detail)- Outfall Channel
1
EA
506-10
12" D50 Rip -Rap @ Page 54 of 74 - Outfall Channel
232
TON
506-11
18" Type H D50 Rip -Rap - Outfall Channel
180
TON
506-12
Rip Rap at McDowell Box Culvert
63
CY
601-01
20'X7'X84' Box Culvert - (CIP) W/Wingwalls/Paraphet Walls/Toe Walls
1
LS
601-02
Metal Orrafice Plate for 20'X7'X84' Box Culvert
1
LS
603-01
12" PVC C-900
149
LF
603-02
24" Class III RCP
25
LF
603-03
30" Class III RCP
67
LF
603-04
36" Class III RCP
171
LF
603-05
24" Class III RCP FES
1
EA
603-06
30" Class III RCP FES
1
EA
603-07
36" Class III RCP FES
2
EA
603-08
Tie to Existing Storm Drain Lines
2
EA
603-09
Concrete Headwall for 12" PVC
1
LS
CONSTRUCTION YEAR: 2007
COST
AL COST
Addendum 1
Revised BID SCHEDULE
6029 Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSONG DEPARTMENT
603-10
2X48" RCP @ Outfall Channel Siphon
180
LF
603-11
48"X12" RCP Tee
2
EA
603-12
48" Special Elbows 16.7*Concrete RCP
4
EA
603-13
2X48" RCP Concrete Encasement Per Detail
105
LF
603-14
Concrete Encasement on 12" PVC SDR-35 Pipe
105
LF
603-15
12" PVC SDR-35
863
LF
603-16
30" Steel Encasement Pipe
116
LF
603-17
Tie 12" PVC SDR-35 to Existing Manhole
2
EA
604-01
4' Storm Sewer Manhole
2
EA
604-02
Type 13 Area Inlet
1
EA
604-03
48" Cut-off Walls
3
EA
604-04
48" Siphon Manholes - 6' Diameter
2
EA
604-05
48" Siphon Inlet Box
1
EA
604-06
48" Siphon Outlet Structure
1
EA
608-01 Concrete Spillway @ Stoneridge Pond (45'X1') - Per Detail
1 LS
CONSTRUCTION YEAR: 2007
619-01
8" DIP CI-52 Water Main
243
LF
619-02
Plug w/Thrust Blocks
2
EA
619-03
1" Irrigation Service (including Curb Stop, Corp Stop and Tapping Saddle) 1
EA
619-04
8" Waterline Lowering at Cottonwood Box Cuvlert
1
EA
619-05
45 Degree Bends w/ Thrust Blocks
2
EA
Subtotal Drake/Ziegler Phase II:
Landscaping Quantities:
2900-01 Seeding
18 ACRE
6029 Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT
ITEM
Miscellaneous Quantities:
- Contract Bond
625-01 Construction Surveying
626-01 Mobilization
Bid Total in Words
CONTRACTOR:
(Please Print)
BY:
Signature
Title
Address
Date
Addendum 1
Revised BID SCHEDULE
CONSTRUCTION YEAR: 2007
I QUANTITY I UNIT I UNIT COST
Subtotal Lanscaping Quantities:
1 LS
1 LS
1 LS
Subtotal Drake/Ziegler Phase II Misc. Quantities:
Total Main Project, Landscaping and Misc. Quantities:
DOLLARS
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Addendum 3
Revised Bid Schedule
Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT
CONSTRUCTION YEAR: 2007
ITEM CONTRACT
NUMBER DESCRIPTION QUANTITY UNIT I UNIT COST TOTAL COST
Drake/Zeigler Phase II Roadway Quantities:
201-01 Clearing and Grubbing 1 LS
202-01
Remove Pipe (RCP,CMP,PVC)
170
LF
202-02
Remove Vertical Curb and Gutter
275
LF
202-03
Remove Sidewalk -
275
LF
202-04
Remove Asphalt Pavement (5"-10" Depth)
7,000
SY
202.05
Remove 25x30 Existing FICRD Crossing Structure (Old County Rd. p9)
1
LS
202-06
Remove Air Vac Manhole and Valve
1
EA
202-07
Remove Stoneridge Spillway Per Plan Sheets 46,47
1
LS
202-08
Remove Culvert
22
LF
202-09
Remove Irrigation Structure
2
EA
202-10
Abandon 6" Water (Station 96+50 Per Plan)
1
LS
202-11
Flow Fill Abandoned 6" Water Line
1
LS
202-12
Saw Cut Existing Asphalt
116
LF
202-13
Remove Existing FCLW D Meter Pit and Meter
1
LS
202-14
Remove Existing Concrete Headwalls
2
EA
203-01
Unclassified Excavation - Roadway
8000
CY
203-02
Unclassified Excavation - Outfall Channel
32550
CY
203-03
Unclassified Excavation - FCRID Channel
6523
CY
203-04
Haul - Outfall Channel Excess Material
32550
CY
203-05
Embankment - (CIP)- Roadway
65337
CY
203-06
Embankment - (CIP)- OuttallChannel
2930
CY
203-07
Embankment - (CIP) - FCRID Channel
4058
CY
203-08
Import Fill
24661
CY
203-09
Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth - Roadway
5576
CY
203-10
Topsoil (Stripping, Stockpiling and Placing) (6") - Outfall Channel
8550
CY
203-11
Topsoil (Stripping, Stockpiling, Placing) (6") - FCRID Channel
2814
CY
203-12
Muck. Excavation - Outtall Channel
2450
CY
203-13
Muck Excavation - FCRID Channel
1915
CY
203-14
Potholing
1
LS
203-15
Flow Fill Section Over Shallow Utilities
200
LF
203-16
Borrow ABC (Class 5 or 6) - (CIP) - at FCRID realignment
550
TON
206-01
Structure Excavations
320
CY
206-02
Borrow Structural Backfill Material (R-Value>25) @ W ingwalls
391
CY
206-03
Structure Backfill Flow Fill @ Box Culvert
1434
CY
206-04
Fitter Material (t 1/2" Washed Rock)
300
TON
206-05
Structure Haul and Dispose (On -Site)
155
CY
206-06
Structure Muck Excavation
155
CY
206-07
Dewatering
3
EA
208-01
Erosion Control
1
LS
208-02
Wattles
300
LF
208-03
Soil Retention Blanket
13300
SF
208-04
Straw Bale Slope Protection
36
EA
210-01
Modify Manhole
2
EA
210-02
Relocate Existing. Headgate
1
LS
304-01
Gravel Access Road - 6" - (CIP)
4200
TON
Addendum 3
Revised Bid Schedule
Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT
CONSTRUCTION YEAR: 2007
ITEM CONTRACT
NUMBER I DESCRIPTION I QUANTITY UNIT I UNIT COST TOTAL COST
403-01 HBP Paver Patch - Grading S - (2.5" Depth) - (PG 64-28)
403-02 HBP Paver Patch - Grading SG- (4" Depth) - (PG58-28)
75 TON
284 TON
506-01
9"X9"X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
2
EA
506-02
22'X184'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-03
2TXi 19'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-04
240'X15'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-05
240'X30X78" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-06
145'X18'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-07
4'X4'X18" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-08
39'X17'Xt 8" Type L Rip -Rap - 6" Topsoil (CIP Per Detail)
1
EA
506-09
16'X12'X2' Type M Rip -Rap - 6" Topsoil (CIP Per Detail)- Outtall Channel
1
EA
506-10
12" D50 Rip -Rap @ Page 54 of 74.Outfall Channel
232
TON
506-11
18" Type H D50 Rip -Rap - Outfall Channel
180
TON
506-12
Rip Rap at McDowell Box Culvert
63
CY
601-01 20'X7'X84' Box Culvert - (CIP) W/Wingwalls/Paraphet Walls/Toe Walls
601-02 Metal Orrafice Plate for 20'X7'X84' Box Culvert
LS
LS
603-01
12" PVC C-900
149
LF
603-02
24" Class III RCP
25
LF
603-03
30" Class III RCP
67
LF
603-04
36" Class III RCP
171
LF
603-05
24" Class III RCP FES
1
EA
603-06
30" Class III RCP FES
1
EA
603-07
36" Class III RCP FES
- 2
EA
603-08
Tie to Existing Storm Drain Lines
2
EA
603-09
Concrete Headwall for 12" PVC
1
LS
603-10
2X48" RCP @ Outfall Channel Siphon
280
LF
603-11
48" Special Elbows 21.7 Deg. Concrete RCP
2
EA
603-12
2X48" RCP Concrete Encasement Per Detail
105
LF
603-13
Concrete Encasement on 12" PVC SDR-35 Pipe
105
LF
603-14
12" PVC SDR-35
863
LF
603-15
30" Steel Encasement Pipe
116
LF
603-16
Tie 12" PVC SDR-35 to Existing Manhole
2
EA
604-01
4' Stonn Sewer Manhole
2
EA
604-02
Type 13 Area Inlet
1
EA
604-03
48" Cut-off Walls
3
EA
604-04
48" Siphon Manholes - 6' Diameter
2
EA
604-05
48" Siphon Inlet Box
1
EA
604-06
48" Siphon Outlet Structure
1
EA
608-01 Concrete Spillway @ Stoneridge Pond (45'X1') - Per Detail
LS
619-01
8" DIP CI-52 Water Main
243
LF
619-02
Plug w/Thrust Blocks
2
EA
619-03
1" Irrigation Service (including Curb Stop, Corp Stop and Tapping Saddle)
1
EA
619-04
8" Waterline Lowering at Cottonwood Box Cuvlert
1
EA '
619-05
45 Degree Bends w/ Thrust Blocks
2
EA
Subtotal Drake/Ziegler Phase II:
Addendum 3
Revised Bid Schedule
Drake/Ziegler Improvement Project Phase ll
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT
CONSTRUCTION YEAR: 2007
ITEM CONTRACT
NUMBER I DESCRIPTION I QUANTITY UNIT I UNITCOST TOTAL COST
Landscaping Quantities:
2900-01 Seeding
Miscellaneous Quantities:
- Contract Bond
625-01 Construction Surveying
626-01 Mobilization
Total Bid in
18 ACRE
Subtotal Lanscaping Quantities:
1 LS
1 LS
1 LS
Subtotal Drake/Ziegler Phase 11 Mlac. Quantities:
Total Main Project, Landscaping and Misc. Quantities:
ADDENDUM No. 2
Drake Ziegler Improvement Project Phase 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6029 Drake Ziegler Improvement Project Phase 2
OPENING DATE: 3:00 P.M. (Our Clock) February 28, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
Bid Tab Clarifications:
208-03 Slope Coco Mat with Seed is hereby changed to: Soil Retention Blanket
— (SF)
2900-01 Seeding: Listed below is the seed mix for the entire Drake/Ziegler
Improvement Project Phase II.
Species/Varity
Pure %
Germ % Origin
Western Wheatgrass, Arriba
26.30
94
WA
Side Oats Grama, Vaughn
16.05
77
NM
Green Needlegrass, Lodorm
8.43
88
WA
Oats, Troy
8.24
90
SD
Switchgrass, Nebraska 28
6.68
74
SD
Little Bluestem, Pastura
6.42
77
TX
Blue Grama, Hachita
3.86
96
NM
Gaillardia, Aristata
3.01
82
UT
Blue Flax
1.42
87
WA
Purple Prairie Clover, Kaneb
1.33
93
WA
Plains Coreopsis
0.63
79
OR
Crop: 0.07% Inert: 17.45% Weeds: 0.11% Net Wgt: 41#
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
215 North Mason Street • 2"" Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 WWWAeov.com
Acltt inisfr>mive Sc°rvit:cs
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6029 Drake -Ziegler Improvement Project Phase II
OPENING DATE: 3:00 P.M. (Our Clock) February 28, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
In our General Specifications on page 19 Section D., we have stated that a minimum
of six (6) specialty signs, will be required to be installed at locations acceptable by
the City of Fort Collins Traffic Operations Department throughout the project notifying
the traveling public of the dates and locations of the closure.
To clarify... on page 19 Section D.: These signs will be provided and maintained
by our City of Fort Collins Traffic Operations Department throughout the entire
project.
II. In our Technical Specifications on page 26, we stated Items 506-10 12" D50
Rip -Rap @ Page 35 of 142 — (TON), and Items 506-11 18" Type H D50 Rip -Rap —
(TON)
To clarify... on Page 26: Item 506-10 should read 12" D50 Rip -Rap @ Sheet 54 of
74 — Outfall Channel — (TON) and Item 506-11 should read 18" Type H D50 Rip -Rap
— Outfall Channel — (TON)
III. Bid Tab clarifications:
• 202-04 Remove Asphalt Pavement (5"-10" Depth) should have a contract
quantity of 7,000 Square Yards.
•. 206-01 Structure Excavations should have a contract quantity of 320 cubic
yards.
• 206-02 Borrow Structural Backfill Material (R-Value>25) should have a
contract quantity of 391 cubic yards
• 206-03 Structure Backfill Flow Fill should have a contract quantity of 1434
cubic yards.
• 206-04 Filter Material (1 V Washed Rock) should have a contract quantity of
300 tons.
• 206-05 Structure Haul and Dispose (On -Site) should have a contract quantity
of 155 cubic yards.
• 206-06 Structure Muck Excavation should have a contract quantity of 155
cubic yards.
215 North Mason Street • 2id Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 wwwAffov.com
• 403-01 HBP Paver Patch — Grading S — (2.5" Depth) — (PG 64-28) should
have a contract quantity of 75 tons.
• 403-02 HBP Paver Patch — Grading SG — (4" Depth) — (PG 58-28) should
have a contract quantity of 284 tons.
• 603-07 36" Class III RCP FES should have a contract quantity of 2 each.
• Bid Item 603-15 Concrete Encasement on 36" RCP Pipe with a contract
quantity of 20 linear feet should be REMOVED from the Bid Tab.
• 619-01 8" DIP CL-52 Water Main should have a contract quantity of 243
linear feet.
• Bid Item 619-02 8"X8"X6" Swivel Tee W/TB with a contract quantity of 1 each
should be REMOVED from the Bid Tab.
• Bid Item 619-07 8"X6" Reducer with a contract quantity of 1 each should be
REMOVED from the Bid Tab.
• Bid Item 619-08 Fire Hydrant Assembly with a contract quantity of 1 each
should be REMOVED from the Bid Tab.
• 2900-01 Seeding should have a contract quantity of 18 Acres.
• Bid Item 630-01 Type III Barricades with a contract quantity of 7 Sections
should be REMOVED from the Bid Tab.
• Bid Item 630-02 Message Boards with a contract quantity of 1 Lump Sum
should be REMOVED from the Bid Tab.
Revised Bid Schedule Attached
Prebid Attendees List Attached
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
Addendum 1
Revised BID SCHEDULE
6029 Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT CONSTRUCTION YEAR: 2007
Drake/Zeigler Phase 11 Roadway Quantities:
201-01 Clearing and Grubbing 1 LS
202-01
Remove Pipe (RCP,CMP,PVC)
170
LF
202-02
Remove Vertical Curb and Gutter
275
LF
202-03
Remove Sidewalk
275
LF
202-04
Remove Asphalt Pavement (5"-10" Depth)
7,000
SY
202-05
Remove 25x30 Existing FICRD Crossing Structure (Old County Rd. #9)
1
LS
202-06
Remove Air Vac Manhole and Valve
1
EA
202-07
Remove Stoneridge Spillway Per Plan Sheets 46,47
1
LS
202-08
Remove Culvert
22
LF
202-09
Remove Irrigation Structure
2
EA
202-10
Abandon 6" Water (Station 96+50 Per Plan)
1
LS
202-11
Flow Fill Abandoned 6" Water Line
1
LS
202-12
Saw Cut Existing Asphalt
116
LF
202-13
Remove Existing FCLWD Meter Pit and Meter
1
LS
202-14
Remove Existing Concrete Headwalls
2
EA
203-01
Unclassified Excavation - Roadway
8000
CY
203-02
Unclassified Excavation - Outfall Channel
32550
CY
203-03
Unclassified Excavation - FCRID Channel
6523
CY
203-04
Haul - Outfall Channel Excess Material
32550
CY
203-05
Embankment - (CIP) - Roadway
65337
CY
203-06
Embankment - (CIP) - Outfall Channel
2930
CY
203-07
Embankment - (CIP) - FCRID Channel
4058 -
CY
203-08
Import Fill
24661
CY
203-09
Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth - Roadway
5576
CY
Addendum 1
Revised BID SCHEDULE
6029 Drake/Ziegler Improvement Project Phase II
CITY OF FORT COLLINS, STREET OVERSIZING DEPARTMENT
203-10
Topsoil (Stripping, Stockpiling and Placing) (6") - Outfall Channel
8550
CY
203-11
Topsoil (Stripping, Stockpiling, Placing) (6") - FCRID Channel
2814
CY
203-12
Muck Excavation - Outfall Channel
2450
CY
203-13
Muck Excavation - FCRID Channel
1915
CY
203-14
Potholing
1
LS
203-15
Flow Fill Section Over Shallow Utilities
200
LF
203-16
Borrow ABC (Class 5 or 6) - (CIP) - at FCRID realignment
550
TON
206-01
Structure Excavations
320
CY
206-02
Borrow Structural Backfill Material (R-Value>25) @ Wingwalls
391
CY
206-03
Structure Backfill Flow Fill @ Box Culvert
1434
CY
206-04
Filter Material (1 1/2" Washed Rock)
300
TON
206-05
Structure Haul and Dispose (On -Site)
155
CY
206-06
Structure Muck Excavation
155
CY
206-07
Dewatering
3
EA
208-01
Erosion Control
1
LS
208-02
Wattles
300
LF
208-03
Slope Coco Mat With Seed
13300
SF
208-04
Straw Bale Slope Protection
36
EA
210-01
Modify Manhole
2
EA
210-02
Relocate Existing Headgate
1
LS
304-01
Gravel Access Road - 6" - (CIP)
4200
TON
403-01
HBP Paver Patch - Grading S - (2.5" Depth) - (PG 64-28)
75
TON
CONSTRUCTION YEAR: 2007
UNIT COST I I TOTAL