HomeMy WebLinkAbout03-14-2025 - Addendum No. 1 - RNT ApronsCAG-25-013
Addendum No. 1 1
ADDENDUM NO: 1
CITY PROJECT NO: CAG-25-013
ISSUE DATE: MARCH 14, 2025
INVITATION TO BID TITLE:
Windsock & 243 Bldg. GA Apron & Parking Lot Rehabilitation
NOTE: FAILURE TO ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE BID FORM DOES NOT
AFFECT THE BIDDER’S OBLIGATION FOR COMPLIANCE.
The bid opening date and time has not been revised, and remains Thursday, March 20, 2025, at 1:00
pm.
VOLUME I
SECTION III – PROJECT PROPOSAL
Item No. 1 REPLACE Schedule of Prices, pages 1 through 4, with included Schedule of Prices pages
1 through 4.
SECTION V – CONTRACT SPECIFICATIONS
SPECIAL PROVISIONS
Item No. 2 REPLACE Special Provisions Page 28 with the included Special Provisions Page 28.
VOLUME II – PLANS
Item No. 3 REPLACE plan sheets C1, C14, and C19 with the included plan sheets C1, C14, and C19.
Item No. 4 ADD new plan sheets C19.1 and C23 to the plan set as included in this addendum.
All other terms and conditions remain unchanged .
Total number of pages contained within this Addendum: 11
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
A1 Mobilization C-105 LS 1
A2 Construction Surveying GP-50-07 LS 1
A3 FOD Prevention Controls A-101 LS 1
A4 CSPP Compliance and SPCD G-100 LS 1
A5 Temporary Erosion and Sediment Control C-102 LS 1
A6 Asphalt Pavement Removal P-101 SY 7,412
A7 Tiedown Anchor Removal P-101 EA 23
A8 Remove Existing Markings P-101 LF 197
A9 Unclassified Excavation P-152 CY 3,213
A10 Subbase Course P-154 TON 3,199
A11 Crushed Aggregate Base Course P-209 TON 2,400
A12 Asphalt Mixture Surface Course P-403 TON 1,780
A13 Emulsified Asphalt Tack Coat P-603 GAL 545
A14 Initial Paint Markings - Yellow P-620 SF 789
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to
two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be
regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall
prevail, and totals shall be corrected to conform thereto.
SCHEDULE A: WINDSOCK GENERAL AVIATION APRON
SCHEDULE OF PRICES
Windsock & 243 Bldg. GA Apron & Parking Lot Rehabilitation
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation
CAG-25-013
Page 1 of 4
Addendum No. 1
Schedule of Prices
2025
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
A15 Final Paint Markings - Yellow P-620 SF 789
A16 Aircraft Tiedown Anchor - per set (3)P-650 EA 22
A17 Adjust Manhole or Catch Basin D-751 EA 2
SUBTOTAL SCHEDULE A =
Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation
CAG-25-013
Page 2 of 4
Addendum No. 1
Schedule of Prices
2025
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
B1 Mobilization C-105 LS 1
B2 Construction Surveying GP-50-07 LS 1
B3 FOD Prevention Controls A-101 LS 1
B4 CSPP Compliance and SPCD G-100 LS 1
B5 Temporary Erosion and Sediment Control C-102 LS 1
B6 Asphalt Pavement Removal P-101 SY 3,916
B7 Concrete Pavement Removal P-101 SY 1,375
B8 Extruded Curb Removal P-101 LF 429
B9 Tiedown Anchor Removal P-101 EA 6
B10 Clearing and Grubbing P-151 ACRE 0.13
B11 Unclassified Excavation P-152 CY 2,332
B12 Subbase Course P-154 TON 2,407
B13 Crushed Aggregate Base Course P-209 TON 1,805
B14 Asphalt Mixture Surface Course P-403 TON 1,340
B15 Emulsified Asphalt Tack Coat P-603 GAL 362
B16 Cement Concrete Curb and Gutter P-610 LF 632
SCHEDULE B: 243 BUILDING APRON & PARKING LOT
Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation
CAG-25-013
Page 3 of 4
Addendum No. 1
Schedule of Prices
2025
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
B17 Precast Concrete Wheel Stop -EA 31
B18 Initial Paint Markings - White P-620 SF 368
B19 Final Paint Markings - White P-620 SF 368
B20 Initial Paint Markings - Yellow P-620 SF 204
B21 Final Paint Markings - Yellow P-620 SF 204
B22 Aircraft Tiedown Anchor - per set (3)P-650 EA 6
B23 Remove & Salvage Chain-Link Fence and Gate F-162 LS 1
B24 Reinstall Salvaged Chain-Link Fence and Gate F-162 LS 1
B25 Black Vinyl Chain-Link Fence F-162 LF 40
B26 Adjust Manhole or Catch Basin D-751 EA 1
B27 Mulching T-908 SY 222
B28 Remove Abandoned Sanitary Sewer Force Main & Cap -LS 1
B29 Type 2 Junction Box -EA 2
B30 25-TA Electrical Vault -EA 1
B31 3" Schedule 40 PVC Conduit -LF 190
SUBTOTAL SCHEDULE B =
SUBTOTAL SCHEDULE A + SCHEDULE B
WA STATE SALES TAX (10.3%) =
Printed Name of Bidder's Authorized Representative Signature of Bidder's Authorized Representative
TOTAL BID AMOUNT (SCHEDULE A + SCHEDULE B) =
Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation
CAG-25-013
Page 4 of 4
Addendum No. 1
Schedule of Prices
2025
Windsock & 243 Bldg. GA Apron & Parking Lot Rehabilitation Project Special Provisions
CAG-25-013 Page | 28 2025
with Section 1-04.5. By failing to follow the procedures of Section 1-04.5, the Contractor shall be1
deemed as having accepted the statement as correct. If the Contractor is approved to work 102
hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-103
shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be4
charged as a working day whether or not the Contractor works on that day.5
6
Revise the sixth paragraph to read:7
8
The Engineer will give the Contractor written notice of the completion date of the contract after all9
the Contractor’s obligations under the contract have been performed by the Contractor. The10
following events must occur before the Completion Date can be established:11
1. The physical work on the project must be complete; and12
2. The Contractor must furnish all documentation required by the contract and required by law, to13
allow the Contracting Agency to process final acceptance of the contract. The following14
documents must be received by the Project Engineer prior to establishing a completion date:15
a. Certified Payrolls (per Section 1-07.9(5)).16
b. Material Acceptance Certification Documents17
c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract18
Provisions.19
d. Final Contract Voucher Certification20
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all21
subcontractors22
f. A copy of the Notice of Termination sent to the Washington State Department of Ecology23
(Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of24
Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This25
requirement will not apply if the Construction Stormwater General Permit is transferred26
back to the Contracting Agency in accordance with Section 8-01.3(16).27
g.Property owner releases per Section 1-07.2428
29
1-08.9 Liquidated Damages30
(March 3, 2021 APWA GSP, Option A)31
32
Replace Section 1-08.9 with the following:33
34
Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic,35
interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax36
payers undue sums of money, adding time needed for administration, engineering, inspection, and37
supervision.38
39
Accordingly, the Contractor agrees:40
41
1.To pay liquidated damages in the amount of $1,000 for each working day beyond the42
number of working days established for Physical Completion, and43
44
2.To authorize the Engineer to deduct these liquidated damages from any money due or45
coming due to the Contractor.46
47
When the Contract Work has progressed to Substantial Completion as defined in the Contract, the48
Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the49
Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring50
Addendum No. 1
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CITY OF RENTON
RENTON MUNICIPAL AIRPORT (RNT)
WINDSOCK & 243 BLDG. GA APRON &
PARKING LOT REHABILITATION
CAG-25-013
FEBRUARY 2025
SHEET INDEX
SHEET NO.SHEET NAME
PROJECT LOCATION
VICINITY MAP
PROJECT
SITE
243 BLDG
APRON &
PARKING
LOT
WIND SOCK
GA APRON
C1
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ABBREVIATIONSLEGEND
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62'
TLOFA
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243
BLDG
DRIVE LA
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EXISTING
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7
TAXIWA
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A
W. PERIMETER ROAD
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RELOCATE EXISTING VEHICLE GATE V7, FENCE AND
ALL ASSOCIATED EQUIPMENT, SEE SITE
PREPARATION KEY NOTE 7 AND SHEET C19.
PEDESTRIAN
GATE P10
TAXIWAY A CL
TAXIWAY A EDGE
NON-MOVEMENT LINE
CAP EXISTING ABANDONED
SEWER FORCE MAIN AT
EDGE OF WORK AREA
REMOVE EXISTING
VEHICLE GATE LOOPS.
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LEGEND:
PROPERTY LINE
STORM DRAIN INLET PROTECTION
SILT FENCE
TRIANGULAR SILT DIKE
TAXIWAY OBJECT FREE AREA
EXISTING WATER
EXISTING STORM DRAIN
EXISTING ELECTRICAL
EXISTING TELECOMMUNICATIONS
EXISTING GAS
EXISTING PAVEMENT EDGE
EXISTING FENCE
PROPOSED SAWCUT
REMOVE EXISTING EXTRUDED CURB
REMOVE SANITARY SEWER FORCE MAIN
CLEARING AND GRUBBING AND
EXCAVATION AS NEEDED
ASPHALT REMOVAL
CONCRETE REMOVAL
FLOODWAY
1.EROSION CONTROL METHODS MUST BE IN PLACE
PRIOR TO COMMENCEMENT OF SITE PREPARATION
AND REMOVALS.
2.ASPHALT PAVEMENT TO BE HAULED OFFSITE AND
SAFELY DISPOSED OF.
3.PROTECT ALL EXISTING UTILITY LINES IN PLACE.
EROSION CONTROL KEY NOTES:
EROSION CONTROL GENERAL NOTES:
SITE PREPARATION KEY NOTES:
1.DEMOLISH AND DISPOSE OF EXISTING ASPHALT PAVEMENT.
2.CLEAR AND GRUB AND EXCAVATE TO FINISHED GRADE, AS NEEDED.
3.PROTECT EXISTING UTILITY STRUCTURES IN PLACE. ADJUST RIM TO
FINISHED GRADE.
4.PROTECT EXISTING FENCE IN PLACE
5.REMOVE EXISTING EXTRUDED CURB
6.SAWCUT EXISTING PAVEMENT
7.PROTECT EXISTING CATCH BASIN IN PLACE. SEE PLAN FOR
PROPOSED RIM ADJUSTMENTS.
8.PROTECT EXISTING AV FUEL SIGN IN PLACE.
9.REMOVE AND SALVAGE GATE V7 AND ALL ASSOCIATED EQUIPMENT
FOR REUSE, INCLUDING BUT NOT LINMITED TO GATE, OPERATOR,
POWER CONTROL RACK AND CABINET, ACCESS CONTROL
ANTENNAS, STROBE SENSOR, GATE CATCH STANCHION, SIGNS ON
ADJACENT FENCE, CARD READER PEDESTAL AND CARD READERS.
10.REMOVE EXISTING SANITARY SEWER FORCE MAIN. OBTAIN COR
ELECTRICAL PERMIT AS REQUIRED. CAP MAIN AT END OF WORK
AREA.
11.REMOVE EXISTING UTILITY STRUCTURE, INCLUDING FRAME, GRATE,
AND BASE.
Know what's below.
before you dig.Call
R
1.CALL 811 TO LOCATE UNDERGROUND UTILITIES AT LEAST TWO FULL
BUSINESS DAYS PRIOR TO ANY EXCAVATION.
2.IN ADDITION TO 811, CALL THE FOLLOWING UTILITIES TO REQUEST A
CONSULTATION PRIOR TO PERFORMING ANY CONSTRUCTION OR
EXCAVATION ACTIVITIES:
A.WILLIAMS NORTHWEST PIPELINE: 425-868-1010
B.OLYMPIC PIPELINE: 425-235-7736
C.PUGET SOUND ENERGY: 425-375-3397
3.ADDITIONAL PRIVATE UTILITY LOCATES MAY BE REQUIRED WITHIN THE
AIRPORT BOUNDARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH PRIVATE UTILITY LOCATES.
UTILITY LOCATE GENERAL NOTES:
1.INSTALL STORM DRAIN INLET PROTECTION PER
COR STD PLAN 216.30.
2.INSTALL SILT FENCE PER COR STD PLAN 214.00.
3.INSTALL TRIANGULAR SILT DIKE PER DETAIL ON
SHEET C15.
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BLDG
DRIVE LA
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EXISTING
HANGAR
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TAXIWA
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TIEDOWN
N=180286.16
E=1298517.67
TIEDOWN
N=180282.18
E=1298471.85
TIEDOWN
N=180278.19
E=1298426.02
TIEDOWN
N=180274.21
E=1298380.19
START 6" YELLOW
N=180320.24
E=1298349.72
N85°01'48"E
176.77'
START 4" WHITE EDGE LINE
N=180159.13
E=1298651.03
START 4" WHITE EDGE LINE
N=180126.90
E=1298655.14
END 4" WHITE EDGE LINE
N=180379.50
E=1298535.00
END 4" WHITE EDGE LINE
N=180375.26
E=1298514.85
15.00'
TYP
25.00'
TYP
END 4" DASHED WHITE ℄
N=180371.67
E=1298526.24
START 4" DASHED WHITE CL
N=180175.23
E=1298623.52
GRADE BREAK
N=180297.16
E=1298540.26
62'
14.25'
20.00
'
TYP
46.00'
TYP
10.00
'
TYP
END 6" YELLOW
N=180335.55
E=1298525.82
TIEDOWN
N=180220.35
E=1298513.54
TIEDOWN
N=180217.55
E=1298559.45
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R12.00'
R9.00'
R1.25'
R10.00'
R4.00'
R3.50'
R84.75'
R20.00'
R2.00'
R301.10'
R1.00'
R36.00'
R1.00'
R1.00'
R2.50'
PEDESTRIAN
GATE P10
EXISTING MANUAL
GATE TO REMAIN
SITE PLAN AND MARKING KEYNOTES:
1.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2 AND
3 ON SHEET C21. SEE DETAIL 2 ON SHEET C22 FOR
TIEDOWN MARKING (TYP).
2.PAINT NON-MOVEMENT AREA MARKING PER DETAIL
1 ON SHEET C22.
3.PAINT 6" YELLOW TAXILANE CENTERLINE MARKING
WITH GLASS BEADS.
4.PAINT 4" WHITE MARKING (TYP).
5.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD PLAN 101.
6.CONSTRUCT LANDSCAPE PLANTER CURB CUT. SEE
DETAIL 4 ON SHEET C21.
7.CONSTRUCT STANDARD 45° PARKING STALL. SEE
DETAIL 3 ON SHEET C22
8.CONSTRUCT STANDARD PARKING STALL. SEE
DETAIL 4 ON SHEET C22 .
9.CONSTRUCT ACCESSIBLE 45° PARKING STALL. SEE
DETAIL 5 ON SHEET C22.
10.PLACE TOPSOIL AND MULCH LANDSCAPED AREAS.
TOPSOIL AND MULCHING AREAS COMPLY WITH CITY
OF RENTON MUNICIPAL CODE SECTION 4-4-070,
LANDSCAPING AREA REQUIREMENTS.
11.PROTECT EXISTING AV FUEL SIGN IN PLACE.
12.INSTALL NEW TYPE 2 JUNCTION BOX FOR FUTURE
FIBER CONNECTION (GATES PROJECT)
13.INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH PULL
CABLE FOR FUTURE FIBER CONNECTION (GATES
PROJECT)
14.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2, AND
3 ON SHEET C21. USE TIEDOWN REFERENCE POINT
PER DETAIL 2 ON SHEET C22 TO LOCATE ANCHORS
BUT DO NOT APPLY TIEDOWN MARKINGS.
15.INSTALL NEW 25-TA ELECTRICAL VAULT AND STUB
UP NEW EMPTY CONDUITS.
16.INSTALL SALVAGED GATE V7 AND ALL ASSOCIATED
EQUIPMENT, INCLUDING GATE, OPERATOR ON NEW
CONCRETE FOUNDATION, POWER CONTROL RACK
AND CABINET, ACCESS CONTROL ANTENNAS,
STROBE SENSOR, GATE CATCH STANCHION, SIGNS
ON ADJACENT FENCE, CARD READER PEDESTAL
AND CARD READERS, AND ALL ASSOCIATED
EQUIPMENT TO PROVIDE A FULLY FUNCTIONING
RELOCATED GATE.
17.INSTALL NEW OR BLACK VINYL COATED CHAINLINK
FENCE. REUSE OF SALVAGED FENCING MATERIALS
MAY BE ALLOWED WITH APPROVAL OF ENGINEER.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & MULCHING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
FLOODWAY
SEE SHEET C19.1 FOR
GATE V7 VICINITY DETAIL
CONNECT NEW FENCE TO
EXISTING FENCE
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SITE PLAN AND MARKING KEYNOTES:
1.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2 AND
3 ON SHEET C21. SEE DETAIL 2 ON SHEET C22 FOR
TIEDOWN MARKING (TYP).
2.PAINT NON-MOVEMENT AREA MARKING PER DETAIL
1 ON SHEET C22.
3.PAINT 6" YELLOW TAXILANE CENTERLINE MARKING
WITH GLASS BEADS.
4.PAINT 4" WHITE MARKING (TYP).
5.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD PLAN 101.
6.CONSTRUCT LANDSCAPE PLANTER CURB CUT. SEE
DETAIL 4 ON SHEET C21.
7.CONSTRUCT STANDARD 45° PARKING STALL. SEE
DETAIL 3 ON SHEET C22
8.CONSTRUCT STANDARD PARKING STALL. SEE
DETAIL 4 ON SHEET C22 .
9.CONSTRUCT ACCESSIBLE 45° PARKING STALL. SEE
DETAIL 5 ON SHEET C22.
10.PLACE TOPSOIL AND MULCH LANDSCAPED AREAS.
TOPSOIL AND MULCHING AREAS COMPLY WITH CITY
OF RENTON MUNICIPAL CODE SECTION 4-4-070,
LANDSCAPING AREA REQUIREMENTS.
11.PROTECT EXISTING AV FUEL SIGN IN PLACE.
12.INSTALL NEW TYPE 2 JUNCTION BOX FOR FUTURE
FIBER CONNECTION (GATES PROJECT)
13.INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH PULL
CABLE FOR FUTURE FIBER CONNECTION (GATES
PROJECT)
14.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2, AND
3 ON SHEET C21. USE TIEDOWN REFERENCE POINT
PER DETAIL 2 ON SHEET C22 TO LOCATE ANCHORS
BUT DO NOT APPLY TIEDOWN MARKINGS.
15.INSTALL NEW 25-TA ELECTRICAL VAULT AND STUB
UP NEW EMPTY CONDUITS.
16.INSTALL SALVAGED GATE V7 AND ALL ASSOCIATED
EQUIPMENT, INCLUDING GATE, OPERATOR ON NEW
CONCRETE FOUNDATION, POWER CONTROL RACK
AND CABINET, ACCESS CONTROL ANTENNAS,
STROBE SENSOR, GATE CATCH STANCHION, SIGNS
ON ADJACENT FENCE, CARD READER PEDESTAL
AND CARD READERS, AND ALL ASSOCIATED
EQUIPMENT TO PROVIDE A FULLY FUNCTIONING
RELOCATED GATE.
17.INSTALL NEW OR BLACK VINYL COATED CHAINLINK
FENCE. REUSE OF SALVAGED FENCING MATERIALS
MAY BE ALLOWED WITH APPROVAL OF ENGINEER.
LEGEND:
ASPHALT PAVEMENT RECONSTRUCTION
TOPSOIL & MULCHING
PAVEMENT EDGE
PROPOSED TIEDOWN ANCHOR
TAXIWAY OBJECT FREE AREA (TOFA)
FLOODWAY
RE
N
T
O
N
M
U
N
I
C
I
P
A
L
A
I
R
P
O
R
T
(
R
N
T
)
-
R
E
N
T
O
N
,
W
A
WW
W
.
D
O
W
L
.
C
O
M
WI
N
D
S
O
C
K
&
2
4
3
B
L
D
G
.
G
A
A
P
R
O
N
&
P
A
R
K
I
N
G
L
O
T
R
E
H
A
B
I
L
I
T
A
T
I
O
N
23
C2
5
0
0
0
6
8
7
LU
A
2
4
-
0
0
0
2
9
9
PR
2
4
-
0
0
0
0
6
3
GA
T
E
V
7
R
E
L
O
C
A
T
I
O
N
E
L
E
V
A
T
I
O
N
&
D
E
T
A
I
L
S
C23
1 RELOCATED GATE V7 ELEVATION - RESTRICTED SIDE
2 RELOCATED GATE V7 ELEVATION - UNRESTRICTED SIDE
