Qty Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 COLDMILL 2-INCH EXISTING AC PAVEMENT. 130,000 SF $1.92 $249,600.00 $1.65 $214,500.00 $2.24 $291,200.00 $2.50 $325,000.00 $1.65 $214,500.00 $1.11 $144,300.00 $1.95 $253,500.00 $2.85 $370,500.002 REMOVE 4-INCH EXISTING AC PAVEMENT. WHERE THE EXISTING THICKNESS OF AC IS LESS THAN 4 INCHES, REMOVE PORTION OF EXISTING BASE. 63,000 SF $3.40 $214,200.00 $3.58 $225,540.00 $5.55 $349,650.00 $5.00 $315,000.00 $3.80 $239,400.00 $3.05 $192,150.00 $3.25 $204,750.00 $9.25 $582,750.00 3 REMOVE 7-INCH EXISTING AC PAVEMENT. 29,000 SF $4.95 $143,550.00 $4.68 $135,720.00 $8.88 $257,520.00 $3.50 $101,500.00 $9.00 $261,000.00 $8.50 $246,500.00 $5.00 $145,000.00 $16.20 $469,800.004 CONSTRUCT 2-INCH AC OVERLAY. WEARING COURSE SHALL BE TYPE C2-PG 64-10. 650 TON $260.00 $169,000.00 $233.75 $151,937.50 $152.00 $98,800.00 $430.00 $279,500.00 $226.00 $146,900.00 $214.00 $139,100.00 $280.00 $182,000.00 $149.00 $96,850.005 CONSTRUCT 2-INCH ARHM OVERLAY. WEARING COURSE SHALL BE ARHM PG 64-16. 1,000 TON $260.00 $260,000.00 $302.50 $302,500.00 $193.61 $193,610.00 $385.00 $385,000.00 $237.00 $237,000.00 $246.00 $246,000.00 $361.00 $361,000.00 $167.00 $167,000.006 CONSTRUCT 4-INCH AC OVERLAY CONSISTING OF 2-INCH ARHM PG 64-16 WEARING COURSE AND 2-INCH AC LEVELLING COURSE, TYPE B-PG 64-10. 1,600 TON $235.00 $376,000.00 $275.00 $440,000.00 $152.00 $243,200.00 $280.00 $448,000.00 $229.50 $367,200.00 $251.00 $401,600.00 $288.00 $460,800.00 $211.00 $337,600.00 7 CONSTRUCT 7-INCH AC OVERLAY CONSISTING OF 2-INCH ARHM PG 64-16 WEARING COURSE AND 2-INCH AC LEVELLING COURSE, TYPE B-PG 64-10 OVER 3-INCH CRUSHED AGREGATE BASE (CAB). 1,400 TON $210.00 $294,000.00 $275.00 $385,000.00 $143.00 $200,200.00 $170.00 $238,000.00 $310.00 $434,000.00 $332.00 $464,800.00 $205.00 $287,000.00 $160.00 $224,000.00 8 AS NEEDED LOCALIZED AC REPAIRS: WORK INCLUDES REMOVAL OF EXISTING AC PAVEMENT SECTION TO 10-INCH DEPTH. CONSTRUCT 4-INCH AC WEARING COURSE TYPE C2-PG 64-10 OVER 6-INCH CRUSHED AGGREGATE BASE (CAB). 15,000 SF $17.50 $262,500.00 $6.88 $103,200.00 $18.16 $272,400.00 $12.00 $180,000.00 $15.50 $232,500.00 $27.00 $405,000.00 $18.00 $270,000.00 $29.00 $435,000.00 9 ADJUST STORM DRAIN/SEWER MANHOLE FRAME AND COVER TO GRADE. 34 EA $1,396.00 $47,464.00 $1,100.00 $37,400.00 $2,222.00 $75,548.00 $300.00 $10,200.00 $2,350.00 $79,900.00 $2,130.00 $72,420.00 $1,400.00 $47,600.00 $1,560.00 $53,040.00 10 REMOVE AND RECONSTRUCT 4-FOOT WIDE PCC WALK AT VARIOUS LOCATIONS PER STD. SPPWC 112-2 JOIN AT ALLEY INTERSECTION. 3,354 SF $15.00 $50,310.00 $27.50 $92,235.00 $18.00 $60,372.00 $9,400.00 $329,000.00 $27.50 $92,235.00 $38.00 $127,452.00 $29.00 $97,266.00 $17.00 $57,018.00 11 REMOVE AND RECONSTRUCT EXISTING LONGITUDINALGUTTER PER SPPWC STD. PLAN 122-3 TO MATCH EXISTING. MODIFY AS FOLLOWS WHERE APPLICABLE: TOTAL WIDTH 3-FOOT TO MATCH EXISTING; INCLUDE 12-INCH WIDE BY 8-INCH DEEP AC PAVEMENT SLOT CUT TO BE RESTORED FULL DEPTH AC WITH TOP WEARING COURSE TO MATCH NEW AC PAVEMENT. 1,350 LF $150.00 $202,500.00 $49.50 $66,825.00 $152.00 $205,200.00 $18.00 $24,300.00 $84.50 $114,075.00 $140.00 $189,000.00 $148.00 $199,800.00 $101.00 $136,350.00 Apparent Low Bidder 2 Apparent Low Bidder 3 Apparent Low Bidder 4 All American Asphalt Gentry Brothers, Inc Onyx Paving Company, Inc. JT Construction Group, Inc.
1. BID TABULATION
BID TABULATION
Apparent Low Bidder 5 Apparent Low Bidder 6
Toro Enterprises, Inc. Sully‐Miller Contracting Company Bid Item and Description
PROJECT NAME: FY 24‐25 PAVEMENT REHABILITATION PROJECT
Apparent Low Bidder 8
Hardy & Harper, Inc.
Apparent Low Bidder 7
DASH Construction Company,
Inc.
Apparent Low Bidder 1
BASE BID SCHEDULE A (NON‐HSIP)
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTBID TABULATION 1 of 7 Qty Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Apparent Low Bidder 2 Apparent Low Bidder 3 Apparent Low Bidder 4 All American Asphalt Gentry Brothers, Inc Onyx Paving Company, Inc. JT Construction Group, Inc.
1. BID TABULATION
BID TABULATION
Apparent Low Bidder 5 Apparent Low Bidder 6
Toro Enterprises, Inc. Sully‐Miller Contracting Company Bid Item and Description
PROJECT NAME: FY 24‐25 PAVEMENT REHABILITATION PROJECT
Apparent Low Bidder 8
Hardy & Harper, Inc.
Apparent Low Bidder 7
DASH Construction Company,
Inc.
Apparent Low Bidder 1
12 REMOVE EXISTING ALLEY INTERSECTION AND CONSTRUCT 8-INCH PCC PER SPPWC STD PLAN.130-3 AND MODIFY AS FOLLOWS: USE HIGH EARLY STRENGHT PORTLAND CEMENT CONCRETE THAT ATTAIN 3000 PSI IN 24 HOURS/6000 PSI IN 28 DAYS. WORK SHALL INCLUDE 12-INCH WIDE BY 8-INCH DEEP AC PAVEMENT SLOT CUT. RESTORE FULL DEPTH WITH AC; WEARING COURSE TO MATCH NEW AC PAVEMENT. 10,000 SF $33.00 $330,000.00 $49.50 $495,000.00 $48.03 $480,300.00 $25.00 $250,000.00 $47.50 $475,000.00 $36.00 $360,000.00 $49.00 $490,000.00 $34.00 $340,000.00 $2,599,124.00 $2,649,857.50 $2,728,000.00 $2,885,500.00 $2,893,710.00 $2,988,322.00 $2,998,716.00 $3,269,908.00 Apparent Low
Bidder 1
Apparent Low
Bidder 2
Apparent Low
Bidder 3
Apparent Low
Bidder 4
Apparent Low
Bidder 5
Apparent Low
Bidder 6
Apparent Low
Bidder 7
Apparent Low
Bidder 8
$2,599,124.00 $2,649,857.50 $2,728,000.00 $2,885,500.00 $2,893,710.00 $2,988,322.00 $2,998,716.00 $3,269,908.00$2,599,124.00 $2,649,322.50 $2,728,000.00 $2,885,500.00 $2,893,462.50 $2,988,322.00 $2,998,716.00 $3,269,908.00 $0.00 $535.00 $0.00 $0.00 $247.50 $0.00 $0.00 $0.00
3.21% $83,525.00 0.00% $0.00 22.05% $601,439.00 20.91% $603,300.00 0.48% $13,910.00 12.13% $362,500.00 18.57% $556,725.00 2.08% $68,000.00 Case Land Surveying,
Inc. $67,925.00 Pavement Rehab Co. $533,514.00 Puente Construction, Inc. $603,300.00 RubberizedCrackfiller Sealant,
Inc.
$13,910.00 Pavement Recycling Systems, Inc. $305,550.00 Case Land Surveying $67,925.00 Case Land Surveying $68,000.00 MD RubberizedCrackfill LLC $15,600.00 Case Land Surveying $67,925.00 EBS Utilities Adjusting $56,950.00 All American Asphalt $444,600.00 All American Asphalt $44,200.00
TOTAL $83,525.00 TOTAL $0.00 TOTAL $601,439.00 TOTAL $603,300.00 TOTAL $13,910.00 TOTAL $362,500.00 TOTAL $556,725.00 TOTAL $68,000.00
SUBCONTRACTORS
SUBCONTRACTOR % AND AMOUNT SHOWN IN THE BID
CALCULATION CORRECTIONS TO BID AMOUNT SUBMITTED BY CONTRACTOR BASED
ON CALCULATED BID AMOUNT
BID RANKING
TOTAL BASE BID AMOUNT CALCULATED BASED ON UNIT PRICES
TOTAL BASE BID AMOUNT INDICATED BY BIDDER
TOTAL BASE BID AMOUNT
The award of Contract is based on this amount.
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTBID TABULATION 2 of 7 Qty Unit
1 COLDMILL 2-INCH EXISTING AC PAVEMENT. 130,000 SF2
REMOVE 4-INCH EXISTING AC PAVEMENT. WHERE THE EXISTING THICKNESS OF AC IS LESS THAN 4 INCHES, REMOVE PORTION OF EXISTING BASE. 63,000 SF
3 REMOVE 7-INCH EXISTING AC PAVEMENT. 29,000 SF4 CONSTRUCT 2-INCH AC OVERLAY. WEARING COURSE SHALL BE TYPE C2-PG 64-10. 650 TON5 CONSTRUCT 2-INCH ARHM OVERLAY. WEARING COURSE SHALL BE ARHM PG 64-16. 1,000 TON6 CONSTRUCT 4-INCH AC OVERLAY CONSISTING OF 2-INCH ARHM PG 64-16 WEARING COURSE AND 2-INCH AC LEVELLING COURSE, TYPE B-PG 64-10. 1,600 TON
7 CONSTRUCT 7-INCH AC OVERLAY CONSISTING OF 2-INCH ARHM PG 64-16 WEARING COURSE AND 2-INCH AC LEVELLING COURSE, TYPE B-PG 64-10 OVER 3-INCH CRUSHED AGREGATE BASE (CAB). 1,400 TON
8 AS NEEDED LOCALIZED AC REPAIRS: WORK INCLUDES REMOVAL OF EXISTING AC PAVEMENT SECTION TO 10-INCH DEPTH. CONSTRUCT 4-INCH AC WEARING COURSE TYPE C2-PG 64-10 OVER 6-INCH CRUSHED AGGREGATE BASE (CAB). 15,000 SF
9 ADJUST STORM DRAIN/SEWER MANHOLE FRAME AND COVER TO GRADE. 34 EA 10 REMOVE AND RECONSTRUCT 4-FOOT WIDE PCC WALK AT VARIOUS LOCATIONS PER STD. SPPWC 112-2 JOIN AT ALLEY INTERSECTION. 3,354 SF
11 REMOVE AND RECONSTRUCT EXISTING LONGITUDINALGUTTER PER SPPWC STD. PLAN 122-3 TO MATCH EXISTING. MODIFY AS FOLLOWS WHERE APPLICABLE: TOTAL WIDTH 3-FOOT TO MATCH EXISTING; INCLUDE 12-INCH WIDE BY 8-INCH DEEP AC PAVEMENT SLOT CUT TO BE RESTORED FULL DEPTH AC WITH TOP WEARING COURSE TO MATCH NEW AC PAVEMENT. 1,350 LF
1. BID TABULATION
BID TABULATION
Bid Item and Description
PROJECT NAME: FY 24‐25 PAVEMENT REHABILITATION PROJECT
BASE BID SCHEDULE A (NON‐HSIP)
Unit Price Total Price
$1.98 $257,887.50 $1.11 $2.85$4.61 $290,430.00 $3.05 $9.25$7.59 $220,073.75 $3.50 $16.20 $243.09 $158,010.94 $149.00 $430.00$269.01 $269,013.75 $167.00 $385.00$240.19 $384,300.00 $152.00 $288.00$225.63 $315,875.00 $143.00 $332.00 $18.01 $270,075.00 $6.88 $29.00
$1,557.25 $52,946.50 $300.00 $2,350.00
$24.57 $82,412.57 $15.00 $38.00
$105.38 $142,256.25 $18.00 $152.00
HIGHEST
UNIT BID
PRICE
LOWEST
UNIT BID
PRICE
AVERAGE BID VALUES
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTBID TABULATION 3 of 7 Qty Unit
1. BID TABULATION
BID TABULATION
Bid Item and Description
PROJECT NAME: FY 24‐25 PAVEMENT REHABILITATION PROJECT
12 REMOVE EXISTING ALLEY INTERSECTION AND CONSTRUCT 8-INCH PCC PER SPPWC STD PLAN.130-3 AND MODIFY AS FOLLOWS: USE HIGH EARLY STRENGHT PORTLAND CEMENT CONCRETE THAT ATTAIN 3000 PSI IN 24 HOURS/6000 PSI IN 28 DAYS. WORK SHALL INCLUDE 12-INCH WIDE BY 8-INCH DEEP AC PAVEMENT SLOT CUT. RESTORE FULL DEPTH WITH AC; WEARING COURSE TO MATCH NEW AC PAVEMENT. 10,000 SF
SUBCONTRACTORS
SUBCONTRACTOR % AND AMOUNT SHOWN IN THE BID
CALCULATION CORRECTIONS TO BID AMOUNT SUBMITTED BY CONTRACTOR BASED
ON CALCULATED BID AMOUNT
BID RANKING
TOTAL BASE BID AMOUNT CALCULATED BASED ON UNIT PRICES
TOTAL BASE BID AMOUNT INDICATED BY BIDDER
TOTAL BASE BID AMOUNT
The award of Contract is based on this amount.
Unit Price Total Price
HIGHEST
UNIT BID
PRICE
LOWEST
UNIT BID
PRICE
AVERAGE BID VALUES
$40.25 $402,537.50 $25.00 $49.50
$2,845,818.76
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTBID TABULATION 4 of 7 APPARENT LOW BID AMOUNT: $2,599,124.00
REVIEW RESULT CHECKED BY DATEYES CITY CLERK 4/14/25YES KV 4/15/25YES KV 4/15/25NO KV 4/15/25YES KV 4/15/25 PRIME CONTRACTOR LICENSE STATUS: All American Asphalt 267073 KV 4/15/25SUB CONTRACTOR LICENSE STATUS: Case Land Surveying, Inc. LS5411 KV 4/15/25SUB CONTRACTOR LICENSE STATUS: MD Rubberized Crackfill LLC 986686 KV 4/15/25PRIME CONTRACTOR DIR REGISTRATION STATUS: All American Asphalt 1000001051 KV 4/15/25SUB CONTRACTOR DIR REGISTRATION STATUS: Case Land Surveying, Inc. 1000001533 KV 4/15/25SUB CONTRACTOR DIR REGISTRATION STATUS: MD Rubberized Crackfill LLC 1000006438 KV 4/15/25PRIME CONTRACTOR DEBARMENT STATUS FROM STATE CONTRACTS: All American Asphalt NOT FOUND IN ACTIVE DEBARRED LIST KV 4/15/25SUB CONTRACTOR DEBARMENT STATUS FROM STATE CONTRACTS: Case Land Surveying, Inc. NOT FOUND IN ACTIVE DEBARRED LIST KV 4/15/25SUB CONTRACTOR DEBARMENT STATUS FROM STATE CONTRACTS: MD Rubberized Crackfill LLC NOT FOUND IN ACTIVE DEBARRED LIST KV 4/15/25PRIME CONTRACTOR DEBARMENT STATUS FROM FEDERAL CONTRACTS: All American Asphalt NOT FOUND IN ACTIVE DEBARRED LIST KV 4/15/25SUB CONTRACTOR DEBARMENT STATUS FROM FEDERAL CONTRACTS: Case Land Surveying, Inc. NOT FOUND IN ACTIVE DEBARRED LIST KV 4/15/25SUB CONTRACTOR DEBARMENT STATUS FROM FEDERAL CONTRACTS: MD Rubberized Crackfill LLC NOT FOUND IN ACTIVE DEBARRED LIST KV 4/15/25REFERENCE CHECK ACCEPTABLE: YES GDB 4/15/25 Print-out from CLSB Web Page attached (http://www.cslb.ca.gov/)Print-out from DIR Web Page attached (http://www.dir.ca.gov/dlse/debar.html) Print-out from DIR Web Page attached (https://efiling.dir.ca.gov/PWCR/Search)Print-out from DIR Web Page attached (http://www.dir.ca.gov/dlse/debar.html) Print-out from Board for Professional Engineers, Land Surveyors, and Geologists Web Page attached (https://www.bpelsg.ca.gov/)Print-out from DIR Web Page attached (https://efiling.dir.ca.gov/PWCR/Search)Print-out from SAM Web Page attached (https://www.sam.gov/SAM/)Print-out from SAM Web Page attached (https://www.sam.gov/SAM/)Print-out from CLSB Web Page attached (http://www.cslb.ca.gov/)Print-out from DIR Web Page attached (https://efiling.dir.ca.gov/PWCR/Search)Print-out from DIR Web Page attached (http://www.dir.ca.gov/dlse/debar.html) Print-out from SAM Web Page attached (https://www.sam.gov/SAM/)
2. REVIEW OF APPARENT LOW BID
APPARENT LOW BID SUBMITTED BY: All American AsphaltITEM REVIEWED/CHECKED REMARKSANY APPARENT DISCREPANCY IN THE SUBMITTAL:TOTAL BID PRICES CALCULATED CORRECTLY:BID STAMPED AS RECEIVED PRIOR BID TIME:BID BOND IN PROPER AMOUNT:ALL ADDENDA ACKNOWLEDGED:
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTREVIEW OF APPARENT LOW BID 5 of 7
REFERENCE PROJECT OWNER AND REFERENCE NAME
TEL
AMOUNT
DATE COMPLETED
DID THE CONTRACTOR DO
QUALITY WORK
DID THE CONTRACTOR STAY
ON SCHEDULE
DID THE CONTRACTOR ASK
FOR UNNECESSARY CHANGE
ORDERS
DID THE CONTRACTOR FILE
CLAIMS AGAINST YOU
WILL YOU HIRE THE
CONTRACTOR AGAIN REMARKS
SB-1 St Improvement
City of Riverside,Mark Mesen, Project Manager
951-826-5311 $8,965,842.76 2024 Y Y N N Y Easy to work with GDB 4/15/2025 Jamboree Pavement Rehabilitation
City of Irvine,Stacy Delong, Project Manager
949-724-7365 $7,869,222.00 2024 Y Y N N Y Great contractor GDB 4/15/2025 Lower Azusa Road Street Improvements
City of El Monte,Kevin Ko, Project Manager 626-580-2058 $2,194,194.00 2024 Contact was not in the office GDB 4/15/2025 FY 23-24 Street Rehabilitation
City of Duarte, Brian Chau, Project Manager
626-357-7938 $1,199,199.00 2024 Left VM at 2:46 PM GDB 4/15/2025 Local Streets Rehab Program Ph II
City of Norwalk, Glen W.C. Kau, Project Manager
562-929-5723 $7,869,222.00 2024 Left VM at 2:49 PM GDB 4/15/2025
3. REFERENCE CHECK OF APPARENT LOW BIDDER
All American Asphalt
REFERENCE DATA FOR APPARENT LOW BIDDER
REFERENCE CHECK FOR APPARENT LOW BIDDER
CHECKED BY
DATE
Answer "YES" if satisfied or "NO" if not satisfied
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTREF CHECK 6 of 7 All American Asphalt
$2,599,124.00
4. LOWEST RESPONSIVE BID
LOWEST RESPONSIVE BID SUBMITTED BY: IN THE AMOUNT OF:
D:\Transtech Engineers Dropbox\Karen Vigil\JOBRECRD\2024\240320 COM FY 24‐25 PAVEMENT REHAB PROJECT DESIGN\WIP\40 Bidding\40.07 Bid Analysis\0.0 BID ANALYSIS, COM, FY 24‐25 PAVEMENT REHAB PROJECTLOWEST RESPONSIVE BID 7 of 7