Unit Price List
WORK IDENTIFICATION: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339
NAME OF BIDDER:
ADDRESS: PHONE NO:
CA. CONTRACTOR'S LICENSE:
No. Class Termination Date
PWC REGISTRATION (D.I.R.)
No. City Expiration Date
Bid Schedule A
Item Description Quantity Unit Unit Price Total Price
1 Bonding, Mobilization & Insurance 1 LS $ $
2 Construction Staking 1 LS $ $
3 Re-establish Survey Monument Including Tie
Out 7 EA $ $
4 Traffic Control 1 LS $ $
5 Traffic Signing, Striping, Pavement Markers
and Pavement Markings. 1 LS $ $
6 Grind and Cold Mill Roadway to Depth of 2.5". 329,100 SF $ $ 7 Construct Uniform 2.5" Thick ARHM Surface
Course. 5,150 TON $ $
8 Remove Existing AC Pavement and Base and
Construct 6-Inch Thick Full Depth AC Slot
Repair.
6,140 SF $ $
9 Adjust Water Valve Frame and Cover to
Grade 89 EA $ $
10 Adjust Storm Drain Manhole Frame and
Cover to Grade 5 EA $ $
11 Adjust Sewer Manhole Frame and Cover to
Grade 23 EA $ $
12 Adjust Telecom Manhole Frame and Cover to
Grade 5 EA $ $
13 Re-Install Type D or Type E Traffic Loop (6'
Diameter) 25 EA $ $
14 Sawcut and Remove Existing Curb Ramp.
Construct New PCC Curb Ramp Per SPPWC
Std. Plan No. 111-5.
20 EA $ $
ATTACHMENT "C"
Item #13. Page 280
Meeting Date: 2/14/2023 / Packet Page #: 635
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
Item Description Quantity Unit Unit Price Total Price
15 Sawcut and Remove Existing Curb and
Gutter. Construct New PCC Curb and Gutter
Per SPPWC Std. Plan No. 120-3, Type A2-8.
2,510 LF $ $
16 Sawcut and Remove Existing Cross
Gutter/Spandrel. Construct New PCC Cross
Gutter/Spandrel Per SPPWC Std. Plan No.
122-3.
4,340 SF $ $
17 Sawcut and Remove Existing Sidewalk.
Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
3,280 SF $ $
18 Adjust Water Meter Box to Grade 3 EA $ $
19 Adjust Telecom Manhole Frame and Cover to
Grade 1 EA $ $
20 Remove and Replace Traffic Signal Pull Box
to Grade 9 EA $ $
21 Sawcut and Remove Existing Curb/Parkway
Drain. Construct New Curb/Parkway Drain
Per SPPWC Std. Plan No. 150-4 or 151-3.
3 EA $ $
22 Root Pruning and Install Tree Root Barrier per
SPPWC Std. Plan 523-2. 60 LF $ $
23 Construct 8-inch Ductile Iron Water Main,
Class 350. 7,340 LF $ $
24 Install 4" Gate Valve with Valve Box
Assembly. 1 EA $ $
25 Install 8" Gate Valve with Valve Box
Assembly. 32 EA $ $
26 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 6" Main 1 EA $ $
27 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 8" Main 1 EA $ $
28 Install 6"X6"X6" Flanged Tee and Tie into
Existing 6" Main 2 EA $ $
29 Install 8"X8"X8" Flanged Tee and Tie into
Existing 8" Main
10 EA $ $
30 Install 8"X10"X10" Flanged Tee and Tie into
Existing 10" Main
2 EA $ $
31 Install 8" to 6" Reducer, (MJ X MJ). 2 EA $ $
32 Install 10" to 8" Reducer, (MJ X MJ). 2 EA $ $
33 Install 1" Service Assembly with New Meter
Box and Abandon Existing Service
Connection at Main. Connect to Existing 3/4"
Meter. City to Provide New Meter Box.
104 EA $ $
34 Install 1" Service Assembly with New Meter
Box and 3/4" Meter. City to Provide New
Meter and Meter Box.
17 EA $ $
35 Remove Existing Fire Hydrant Assembly and
Construct New Fire Hydrant Assembly.
14 EA $ $
Item #13. Page 281
Meeting Date: 2/14/2023 / Packet Page #: 636
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
Item Description Quantity Unit Unit Price Total Price
Deliver Old Fire Hydrant to City Water Yard.
36 Protect Existing 4" Meter and Vault in Place.
Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to Existing
4" Meter.
1 EA $ $
37 Protect Existing 8" Fire Service in Place.
Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to Existing
8" Service.
1 EA $ $
38 Remove Existing Air Release Valve
Assembly.
1 EA $ $
39 Construct New Air Release Valve Assembly. 4 EA $ $
40 Construct New 1" Sample Station Assembly. 1 EA $ $
41 Directional Drilling of 8” DIP Under Existing
Flood Control Channel
1 LS $ $
42 Construct 8-inch Water Main Under Existing
Conflicting Utility Structure per The Pipe
Crossing Bend Detail As Needed.
23 EA $ $
43 Install 2-Sack Slurry Backfill. 3 CY $ $
Bid Schedule A Total
___________________________________________________________________________________ Bid Schedule A Total In Words
Bid Schedule B – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
44 Sawcut and Remove Existing Sidewalk.
Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
5,100 SF $ $
45 Sawcut and Remove Existing Driveway.
Construct New PCC Driveway Per City of
Glendora S.D. and S.NO. 1.14.
3,800 SF $ $
46 Remove Existing AC Pavement and Base and
Construct 6-Inch Thick Full Depth AC Slot
Repair.
200 SF $ $
47 Adjust Water Meter Box to Grade 14 EA $ $
48 Adjust Telecom Pull Box to Grade 5 EA $ $
49 Root Pruning and Install Tree Root Barrier
per SPPWC Std. Plan 523-2. 110 LF $ $
50 Remove and Dispose Tree, Tree Stump, and
Interfering Roots. Backfill Hole and
Compact/Re-grade.
4 EA $ $
Bid Schedule B Total
Item #13. Page 282
Meeting Date: 2/14/2023 / Packet Page #: 637
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
___________________________________________________________________________________ Bid Schedule B Total In Words
Bid Schedule C – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
51 Sawcut and Remove Existing PCC Driveway. 620 SF $ $
52 Sawcut and Remove Existing PCC and AC
berm 204 SF $ $
53 Sawcut and remove existing asphalt
concrete, base, and subgrade materials to
18.5" depth for roadway construction,
including excess dirt for driveway and
sidewalk construction
32 CY $ $
54 Remove and dispose existing orange tree,
including roots and stump
1 EA $ $
55 Remove and salvage existing traffic sign 1 EA $ $
56 Construct 8” PCC curb and gutter per City of
Glendora S.D. & S. No. 1.02 81 LF $ $
57 Construct PCC sidewalk per City of Glendora
S.D. & S. No. 1.02 395 SF $ $
58 Construct PCC driveway approach per City of
Glendora S.D. & S. No. 1.14, including
installing #4-12" long dowels to connect new
driveway approach to existing driveway
175 SF $ $
59 Construct stamped PCC driveway area to
matching existing PCC thickness, color,
pattern, and texture
275 SF $ $
60 Construct crushed aggregate base 19 TON $ $
61 Construct asphalt concrete base course (PG
64-10-B) 8 TON $ $
62 Construct asphalt concrete surface course
(PG 64-10-C) 5 TON $ $
Bid Schedule C Total
___________________________________________________________________________________ Bid Schedule C Total In Words
GRAND TOTAL PROJECT BID COST (SCHEDULE A + B + C): $ ______________________
In Words
The City has the option to reject all bids with or without cause. The City also has the option to remove bid items at its discretion. If the City chooses to remove bid items, no bid price adjustment will be allowed.
Item #13. Page 283
Meeting Date: 2/14/2023 / Packet Page #: 638
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
(Bidder)
By:
(Signature) (Date)
(Title)
NOTE:
In case of error in extension of price into
Total Price Column, the Unit Price will
govern.
Item #13. Page 284
Meeting Date: 2/14/2023 / Packet Page #: 639
ADDENDUM # 2
BENNETT AVE, WASHINGTON AVE, WESTRIDGE AVE, BENDER
AVE WATER AND STREET IMPROVEMENTS
PLAN NO. 1338 & 1339
QUEST CDN # 8329015
Issued: DECEMBER 01, 2022
Item #13. Page 285
Meeting Date: 2/14/2023 / Packet Page #: 640
CITY OF GLENDORA
116 E. FOOTHILL BOULEVARD
GLENDORA, CALIFORNIA 91741
Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339
ADDENDUM NO. 2
Issued: December 01, 2022
This addendum hereby becomes a part of the request for proposal documents of the above referenced project.
The following modifications are hereby made to the Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements Plan No. 1338 & 1339.
Bidders shall execute the Bidder’s Certification included in this Addendum No. 1 and shall submit the signed Certification along with the Bidder’s Proposal.
1. Plan revision 1 is provided as Attachment “A”.
2. Replace the entire section “307- Jacking and Tunneling” under “Special Conditions” with the section provided as Attachment “B”, which is made part of this addendum.
3. Bid item 41 “Directional Drilling of 8” DIP Under Existing Flood Control Channel” will be renamed as “Jacking and Boring of 8” DIP Under Existing Flood Control Channel”. The revised Unit Price List is provided as Attachment “C” and made as part of the submitted bid.
December 01, 2022
Principal Civil Engineer
BIDDER'S CERTIFICATION
Receipt of Addendum Number 1 is hereby acknowledged and all conditions contained therein are accepted.
Date ____ Bidder/Company Name ________________________________ Signature ___________
Title ____
Item #13. Page 286
Meeting Date: 2/14/2023 / Packet Page #: 641
Item #13. Page 287
Meeting Date: 2/14/2023 / Packet Page #: 642
Feet SCALE: 1" = 20' 0 20 40 10 _______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 11 N Item #13. Page 288 Meeting Date: 2/14/2023 / Packet Page #: 643
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).:
Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 20 N Feet SCALE: 1" = 20' 0 20 40 10 Item #13. Page 289 Meeting Date: 2/14/2023 / Packet Page #: 644
ATTACHMENT “B”
Replace Entire Section 307 with the Following:
SECTION 307 – JACKING AND TUNNELING
307-1 JACKING OPERATIONS.
307-1.1 General
Add the following:
The location for jacking 8” DIP pipe is approximately between station 22+00 and station 25+00. This is the location where the proposed water main crosses under the two (2) 10’x6.5’ reinforced concrete boxes and the 27” RCP.
During the construction of new 8” Main, steel casing will be jacked under existing storm drain boxes and 27” RCP and connected to the new Main. After the new main line is constructed and passes both hydrostatic and bacteriological testing, the Contractor shall connect the new 8” Main at Stations shown per plan. New main line and fittings shall be constructed in accordance with SSPWC 306-1.2. Sand bedding shall extend a minimum of 4 inches below and a minimum of 6 inches above and on either side of the outside diameter of all pipes and fittings.
This work shall consist of all labor, material and equipment required to furnish and install 16-inch Steel Pipe Casing, 1/2-inch wall thickness with 16-inch ductile iron main line, valves, fittings, and bends as shown on the Plan, including, but not limited to: jacking and receiving (including excavation and protection of pits), risers, runners, skids, spacers, end seals, pipe materials, trench excavation, sheeting, shoring and bracing, control of ground and surface water, bedding, backfill, compaction, installation of pipe, welding of pipe sections, connections to existing facilities, removal, abandonment or protection of interfering portions of existing utilities, disposal of excess excavation materials, temporary asphalt and all other appurtenances necessary to install the casing, complete.
Contractor shall field verify exact location of the storm drain box before proceeding this part of the work. Stations may be adjusted accordingly without changing other details.
Materials
Metallic Casing Spacers/Isolators shall be PSI or approved equal. Contractor is responsible for ordering and installing any and all material for pipe casing by providing PSI or approved equal with details per the approved plans. The 8” Ductile Iron Pipe shall be restrained throughout the length of the 16-inch casing pipe. The 16-inch casing shall be sealed at each end with PSI End Seals, Model S or approved equal. Casing spacers shall be installed at 8-feet maximum, 2- Item #13. Page 290
Meeting Date: 2/14/2023 / Packet Page #: 645
feet maximum from each side of pipe joint, with the first and last spacer 12-inch maximum from ends of casing. All spacers, insulators, risers, runners, studs, nuts, and washers shall be installed per manufacturer’s installation procedures.
Installation of the Blow-Off shall be included in per City of Glendora S.D. and S No. 2.20.
Trench backfill and resurfacing shall be in accordance with SD&S 1.10. 307-1.6 Measurement
Add the following:
Measurement for this item shall include equipment, labor, materials, sawcutting, excavation, hauling, disposing, backfilling pits and incidentals related to the jacking and boring construction. The price per lineal feet of pipe shall be included in the cost for “Construct New 8” Water Main”. 307-1.7 Payment
Add the following:
Payment for Jacking and Boring of 8” DIP Under Existing Flood Control Channel shall be paid at the contract price per lump sum (LS) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring, installing casing, welding, casing spacers, blow off installation per S.D.& S. 2.20, joint restraint, testing, disinfecting, excavating, hauling, disposing, backfilling bore pits, and incidentals for the Jacking and Boring of Proposed 8” DIP Under the Existing Flood Control Channel and no additional compensation will be made therefor.
Item #13. Page 291
Meeting Date: 2/14/2023 / Packet Page #: 646
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
Unit Price List
WORK IDENTIFICATION: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339
NAME OF BIDDER:
ADDRESS: PHONE NO:
CA. CONTRACTOR'S LICENSE:
No. Class Termination Date
PWC REGISTRATION (D.I.R.)
No. City Expiration Date
Bid Schedule A
Item Description Quantity Unit Unit Price Total Price
1 Bonding, Mobilization & Insurance 1 LS $ $
2 Construction Staking 1 LS $ $
3 Re-establish Survey Monument Including Tie
Out 7 EA $ $
4 Traffic Control 1 LS $ $
5 Traffic Signing, Striping, Pavement Markers
and Pavement Markings. 1 LS $ $
6 Grind and Cold Mill Roadway to Depth of 2.5". 329,100 SF $ $ 7 Construct Uniform 2.5" Thick ARHM Surface
Course. 5,150 TON $ $
8 Remove Existing AC Pavement and Base and
Construct 6-Inch Thick Full Depth AC Slot
Repair.
6,140 SF $ $
9 Adjust Water Valve Frame and Cover to
Grade 89 EA $ $
10 Adjust Storm Drain Manhole Frame and
Cover to Grade 5 EA $ $
11 Adjust Sewer Manhole Frame and Cover to
Grade 23 EA $ $
12 Adjust Telecom Manhole Frame and Cover to
Grade 5 EA $ $
13 Re-Install Type D or Type E Traffic Loop (6'
Diameter) 25 EA $ $
14 Sawcut and Remove Existing Curb Ramp.
Construct New PCC Curb Ramp Per SPPWC
Std. Plan No. 111-5.
20 EA $ $
ATTACHMENT "C"
Item #13. Page 292
Meeting Date: 2/14/2023 / Packet Page #: 647
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
Item Description Quantity Unit Unit Price Total Price
15 Sawcut and Remove Existing Curb and
Gutter. Construct New PCC Curb and Gutter
Per SPPWC Std. Plan No. 120-3, Type A2-8.
2,510 LF $ $
16 Sawcut and Remove Existing Cross
Gutter/Spandrel. Construct New PCC Cross
Gutter/Spandrel Per SPPWC Std. Plan No.
122-3.
4,340 SF $ $
17 Sawcut and Remove Existing Sidewalk.
Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
3,280 SF $ $
18 Adjust Water Meter Box to Grade 3 EA $ $
19 Adjust Telecom Manhole Frame and Cover to
Grade 1 EA $ $
20 Remove and Replace Traffic Signal Pull Box
to Grade 9 EA $ $
21 Sawcut and Remove Existing Curb/Parkway
Drain. Construct New Curb/Parkway Drain
Per SPPWC Std. Plan No. 150-4 or 151-3.
3 EA $ $
22 Root Pruning and Install Tree Root Barrier per
SPPWC Std. Plan 523-2. 60 LF $ $
23 Construct 8-inch Ductile Iron Water Main,
Class 350. 7,340 LF $ $
24 Install 4" Gate Valve with Valve Box
Assembly. 1 EA $ $
25 Install 8" Gate Valve with Valve Box
Assembly. 32 EA $ $
26 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 6" Main 1 EA $ $
27 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 8" Main 1 EA $ $
28 Install 6"X6"X6" Flanged Tee and Tie into
Existing 6" Main 2 EA $ $
29 Install 8"X8"X8" Flanged Tee and Tie into
Existing 8" Main
10 EA $ $
30 Install 8"X10"X10" Flanged Tee and Tie into
Existing 10" Main
2 EA $ $
31 Install 8" to 6" Reducer, (MJ X MJ). 2 EA $ $
32 Install 10" to 8" Reducer, (MJ X MJ). 2 EA $ $
33 Install 1" Service Assembly with New Meter
Box and Abandon Existing Service
Connection at Main. Connect to Existing 3/4"
Meter. City to Provide New Meter Box.
104 EA $ $
34 Install 1" Service Assembly with New Meter
Box and 3/4" Meter. City to Provide New
Meter and Meter Box.
17 EA $ $
35 Remove Existing Fire Hydrant Assembly and
Construct New Fire Hydrant Assembly.
14 EA $ $
Item #13. Page 293
Meeting Date: 2/14/2023 / Packet Page #: 648
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
Item Description Quantity Unit Unit Price Total Price
Deliver Old Fire Hydrant to City Water Yard.
36 Protect Existing 4" Meter and Vault in Place.
Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to Existing
4" Meter.
1 EA $ $
37 Protect Existing 8" Fire Service in Place.
Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to Existing
8" Service.
1 EA $ $
38 Remove Existing Air Release Valve
Assembly.
1 EA $ $
39 Construct New Air Release Valve Assembly. 4 EA $ $
40 Construct New 1" Sample Station Assembly. 1 EA $ $
41 Jacking and Boring of 8" DIP Under Existing
Flood Control Channel
1 LS $ $
42 Construct 8-inch Water Main Under Existing
Conflicting Utility Structure per The Pipe
Crossing Bend Detail As Needed.
23 EA $ $
43 Install 2-Sack Slurry Backfill. 3 CY $ $
Bid Schedule A Total
___________________________________________________________________________________ Bid Schedule A Total In Words
Bid Schedule B – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
44 Sawcut and Remove Existing Sidewalk.
Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
5,100 SF $ $
45 Sawcut and Remove Existing Driveway.
Construct New PCC Driveway Per City of
Glendora S.D. and S.NO. 1.14.
3,800 SF $ $
46 Remove Existing AC Pavement and Base and
Construct 6-Inch Thick Full Depth AC Slot
Repair.
200 SF $ $
47 Adjust Water Meter Box to Grade 14 EA $ $
48 Adjust Telecom Pull Box to Grade 5 EA $ $
49 Root Pruning and Install Tree Root Barrier
per SPPWC Std. Plan 523-2. 110 LF $ $
50 Remove and Dispose Tree, Tree Stump, and
Interfering Roots. Backfill Hole and
Compact/Re-grade.
4 EA $ $
Bid Schedule B Total
Item #13. Page 294
Meeting Date: 2/14/2023 / Packet Page #: 649
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
___________________________________________________________________________________ Bid Schedule B Total In Words
Bid Schedule C – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
51 Sawcut and Remove Existing PCC Driveway. 620 SF $ $
52 Sawcut and Remove Existing PCC and AC
berm 204 SF $ $
53 Sawcut and remove existing asphalt
concrete, base, and subgrade materials to
18.5" depth for roadway construction,
including excess dirt for driveway and
sidewalk construction
32 CY $ $
54 Remove and dispose existing orange tree,
including roots and stump
1 EA $ $
55 Remove and salvage existing traffic sign 1 EA $ $
56 Construct 8” PCC curb and gutter per City of
Glendora S.D. & S. No. 1.02 81 LF $ $
57 Construct PCC sidewalk per City of Glendora
S.D. & S. No. 1.02 395 SF $ $
58 Construct PCC driveway approach per City of
Glendora S.D. & S. No. 1.14, including
installing #4-12" long dowels to connect new
driveway approach to existing driveway
175 SF $ $
59 Construct stamped PCC driveway area to
matching existing PCC thickness, color,
pattern, and texture
275 SF $ $
60 Construct crushed aggregate base 19 TON $ $
61 Construct asphalt concrete base course (PG
64-10-B) 8 TON $ $
62 Construct asphalt concrete surface course
(PG 64-10-C) 5 TON $ $
Bid Schedule C Total
___________________________________________________________________________________ Bid Schedule C Total In Words
GRAND TOTAL PROJECT BID COST (SCHEDULE A + B + C): $ ______________________
In Words
The City has the option to reject all bids with or without cause. The City also has the option to remove bid items at its discretion. If the City chooses to remove bid items, no bid price adjustment will be allowed.
Item #13. Page 295
Meeting Date: 2/14/2023 / Packet Page #: 650
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)
SECTION III
(Bidder)
By:
(Signature) (Date)
(Title)
NOTE:
In case of error in extension of price into
Total Price Column, the Unit Price will
govern.
Item #13. Page 296
Meeting Date: 2/14/2023 / Packet Page #: 651
RESOLUTION CC 2023-_____
A RESOLUTION OF THE CITY COUNCIL ACCEPTING RAMON BANOS JR. ’S
IRREVOCABLE OFFER OF AN EASEMENT DEDICATION FOR PUBLIC
PEDESTRIAN PURPOSES (APN 8649-001-007)
THE CITY COUNCIL
City of Glendora, California
WHEREAS, pursuant to Government Code § 7050, Ramon Banos Jr., made an irrevocable offer of an easement dedication to the City of Glendora (“City”), attached hereto as Exhibit “A,” of a portion of APN 8649-001-007, in the City of Glendora, County of Los Angeles, State of California as more particularly described in the legal description attached to Exhibit “A,” for public sidewalk purposes (the “Offer”); and
WHEREAS, pursuant to Government Code section 7050, the City’s City Council may accept all or any portion of an irrevocable offer of dedication at any time; and WHEREAS, the City Council desires to accept the Offer at this time for the public purposes stated therein, namely for highway, roads, and public utility improvements.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. All of the above-stated recitals are true and correct and incorporated herein by reference.
SECTION 2. The City Clerk shall certify to the passage and adoption of this resolution and shall enter the same in the Book of Original Resolutions.
SECTION 3. The City Council hereby accepts the Offer for public street improvements.
SECTION 4. The City Clerk is hereby directed to cause a Certificate of Acceptance to be recorded on behalf of the City in the Office of the Los Angeles County Recorder, and to certify the adoption of this resolution.
APPROVED and PASSED this __ day of ________, 2023.
City Council of Glendora, CA
BY:
GARY BOYER
Mayor
Item #13. Page 297
Meeting Date: 2/14/2023 / Packet Page #: 652
Resolution CC 2023-_____ Page 2 of 2
APPROVED AS TO FORM:
Aleshire & Wynder, LLP
WILLIAM W. WYNDER
City Attorney
CERTIFICATION
I, Kathleen R. Sessman, City Clerk of the City of Glendora, do hereby certify that the foregoing Resolution was duly adopted by the City Council of the City of Glendora at a regular meeting held on the ___ day of ______, 20__, by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
Dated:
KATHLEEN R. SESSMAN
City Clerk/Communications Director
Item #13. Page 298
Meeting Date: 2/14/2023 / Packet Page #: 653
Exhibit “A”
Irrevocable Offer of Dedication
[on following pages]
Item #13. Page 299
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Item #13. Page 300
Meeting Date: 2/14/2023 / Packet Page #: 655
Item #13. Page 301
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Item #13. Page 302
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Item #13. Page 303
Meeting Date: 2/14/2023 / Packet Page #: 658
CITY OF GLENDORA
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the deed or grant signed on __________________ by Ramon Banos Jr. to the City of Glendora, a municipal corporation, is hereby accepted by the undersigned officer or agent on behalf of the City Council, pursuant to authority conferred by Resolution No. 1606 of the City Council adopted on October 9, 1958, and the grantee consents to recordation thereof by its duly authorized officer.
Dated:
City of Glendora
By: _________________________
Kathleen R. Sessman, MMC
City Clerk
(Seal)
Item #13. Page 304
Meeting Date: 2/14/2023 / Packet Page #: 659
Construction Contract Award
.
Bennett Ave., Washington Ave., Westridge Ave., & Bender Ave. Water and Street Improvements, Plan No. 1338 &
1339
Public Works Department, Engineering
City Council
February 14, 2023
Michael Mai, Associate Civil Engineer CityOfGlendora.org Item #13. Page 305
Meeting Date: 2/14/2023 / Packet Page #: 660
2 PROJECT VICINITY MAP Item #13. Page 306
Meeting Date: 2/14/2023 / Packet Page #: 661
3 PROJECT SCOPE
• Replace 7000 linear feet of existing 6” water main by new 8” water main. • Replace with new fire hydrants, new water meters and meter boxes, new customer service laterals.
• Resurface the street with rubberized asphalt.
• Reconstruct portions of curb and gutter, cross gutters. • Construct new curb ramps, adding bike lanes on Bennett Ave from Barranca Ave to Grand Ave.
• Construct a new sidewalk on South of Bennett, opposite La Fetra Elementary School.
Item #13. Page 307
Meeting Date: 2/14/2023 / Packet Page #: 662
4 PROJECT SCOPE
• Construct a new sidewalk, curb, and gutter to address the drainage issue at 758 E Bennett Ave.
Item #13. Page 308
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5 PROJECT AWARD
• Bid Opening on December 06, 2022.
• Seven (7) responsive bids were received.
• Engineer’s Estimate $5,284,640.24.
• Bids ranged from $4,431,996.50 to $7,253,740.
• Award to Gentry Brothers, Inc. (Lowest Bidder)
Item #13. Page 309
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6 PROJECT TIMELINE
• Award of Contract: Feb 14, 2023
• Construction Duration: 120 Working Days
• Expected Construction Start: TBD
• Expected Completion: TBD
Item #13. Page 310
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7 FISCAL IMPACTS
Task Budget Expenditures
Water CIP Fund 530 $2,575,000
RMRA Fund 256 $2,080,000
Total Project Budget $4,655,000.00
Design - Completed $134,561.00
Water Meter and Boxes - Completed $21,282.46
Environmental - Completed $75.00
Publication - Completed $385.00
Construction Cost (Gentry Brothers) $4,431,996.50
Requested Construction Contingency – 10% $443,199.65
Material Testing – (to be performed) $25,500.00
Construction inspection – (to be performed) $198,000.00 Total Estimated Expenditures $5,254,996.61
Budget Deficit ($600,000.00)
Item #13. Page 311
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8 RECOMMENDATIONS
1. Adopt a Categorical Exemption from the California Environmental Quality Act pursuant to Section 15301(c) of the California Code of Regulations;
2. Approve the Plans and Specifications, including Addenda for Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339 in District 2;
3. Award the contract for Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339 to Gentry Brothers, Inc. in the amount of $4,431,996.50;
4. Authorize the City Manager or his designee to execute the agreement with Gentry Brothers Inc., including minimal and/or non-substantive changes;
5. Authorize the Administrative Services Director to appropriate $598,866.15 using Water CIP Fund 530 towards project budget;
6. Authorize the Public Works Director to execute any necessary change orders in an amount not to exceed 10% of the original contract amount;
7. Accept irrevocable offers of the easement dedication grant to the City for public utility purposes at 758 E. Bennett Ave, Glendora; and
8. Authorize City Clerk to file and record the easement with County of Los Angeles, Office of County Recorder.
That the City Council:
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