PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/19/25 EST. NO. 014 TIME 01:59 PM R.E. NAME: LAM, PETER 04-0K7804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 004 0032 5,071.41 E.W. @ F.A.(+) 092324 N 0601.0 0038 4,361.72 102224 N 0607.0 0040 612.99 121224 N 0609.0 0041 612.99 022625 N 0610.0 0042 7,735.51 030525 N 0611.0 0043 3,118.76 012925 N 0612.0 0046 3,492.04 030625 N 0615.0 008 0022 23,346.84 E.W. @ F.A.(+) 111424 N 0406.0 013 0005 2,646.33 E.W. @ F.A.(+) 042324 N 0520.0 0006 3,185.46 022425 N 0521.0 0007 2,037.63 022525 N 0522.0 0008 10,464.19 021025 N 0510.0 0009 4,127.39 022425 N 0523.0 0010 8,937.20 022525 N 0524.0 0011 4,770.10 022625 N 0525.0 0012 3,706.49 022725 N 0526.0 0013 4,127.39 030325 N 0527.0 0014 751.23 030425 N 0528.0 0015 4,127.39 030725 N 0529.0 0016 3,401.02 031025 N 0544.0 0017 3,706.49 031125 N 0546.0 014 0006 4,870.35 E.W. @ F.A.(+) 111524 N 0408.1 109,210.92 TOTAL THIS ESTIMATE 2,420,564.29 TOTAL PREVIOUS ESTIMATE 2,529,775.21 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/19/25 EST. NO. 014 TIME 01:59 PM R.E. NAME: LAM, PETER 04-0K7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K7804 TIME 01:59 PM ESTIMATE NO. 014 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 05/19/25 LOCATION PROGRESS ESTIMATE 04-SM-84-21.5/25.7 ----------------- GHILOTTI BROS, INC. SAN MATEO COUNTY IN WOODSIDE AND REDWOOD 525 JACOBY STREET CITY ON ROUTE 84 FROM ROUTE 280 TO ROUTE SAN RAFAEL CA 94901 101 FED. AID NO. ACNH-P084(59)E REPLACE AC SURFACING, UPGRADE CURB RAMPS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 287,397.5000 287,397.50 1.000 287,397 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 9.000 54,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 20.000 4,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 3,000.0000 3,000.00 1.000 3,000 007 CONSTRUCTION AREA SIGNS LS 91,640.0000 91,640.00 1.000 91,640 008 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 10,400.00 10,400.000 10,400 010 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 9,100.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 45.0000 9,000.00 0.000 0 PLACE) 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.0000 13,500.00 270.000 13,500 SYSTEM DAY 013 TEMPORARY BARRIER SYSTEM LF 25.0000 90,500.00 9,035.920 225,898 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 1.000 30,000 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,000.0000 57,000.00 34.000 102,000 016 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,000.0000 16,000.00 4.000 16,000 SYSTEM 017 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 019 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 21,000.00 150.000 21,000 020 TEMPORARY FIBER ROLL LF 4.2500 32,087.50 7,550.000 32,087 021 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 022 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 05/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K7804 TIME 01:59 PM ESTIMATE NO. 014 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 05/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 33,075.00 44,100.000 33,075 STRIPE (HAZARDOUS WASTE) 024 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 1.0000 3,080.00 4,100.000 4,100 MARKING (HAZARDOUS WASTE) 025 TREATED WOOD WASTE LB 0.2500 25,750.00 88,760.000 22,190 026 NOISE MONITORING LS 1,000.0000 1,000.00 1.000 1,000 027 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 028 ROADWAY EXCAVATION CY 125.0000 126,250.00 1,010.000 126,250 029 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 360.0000 27,720.00 942.000 339,120 DEPOSITED LEAD) 030 SHOULDER BACKING TON 230.0000 11,500.00 50.000 11,500 031 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 385.0000 142,450.00 370.000 142,450 032 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 7.0000 4,900.00 700.000 4,900 B2 033 SUBGRADE ENHANCEMENT GEOGRID SQYD 4.0000 1,880.00 470.000 1,880 034 ROCK BLANKET SQFT 300.0000 8,100.00 27.000 8,100 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 950.0000 2,850.00 2.000 1,900 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5900 39,648.00 67,850.000 40,031 037 HYDROMULCH SQFT 0.0700 5,817.00 81,055.000 5,673 038 FIBER ROLLS LF 4.2500 34,892.50 7,800.000 33,150 039 HYDROSEED SQFT 0.1500 11,670.00 75,955.000 11,393 040 COMPOST (CY) CY 108.0000 14,040.00 100.000 10,800 041 CLASS 2 AGGREGATE BASE (CY) CY 400.0000 264,000.00 660.000 264,000 042 CRACK TREATMENT LNMI 7,500.0000 22,500.00 1.500 11,250 043 REPLACE ASPHALT CONCRETE SURFACING CY 385.0000 1,520,750.00 3,913.000 1,506,505 044 HOT MIX ASPHALT (TYPE A) TON 172.0000 328,520.00 2,081.780 358,066 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED TON 172.0000 5,486,800.00 31,900.000 5,486,800 STATISTICAL PAY FACTOR) 046 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.4500 1,666.00 680.000 1,666 047 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.4500 8,060.50 3,290.000 8,060 048 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4500 23,495.50 9,590.000 23,495 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.4500 5,145.00 2,100.000 5,145 PROGRAM CAS145 PAGE 3 DATE 05/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K7804 TIME 01:59 PM ESTIMATE NO. 014 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 05/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 800.0000 73,600.00 92.000 73,600 051 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 39,250.00 15,700.000 39,250 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.7500 1,130,500.00 277,767.110 1,319,393 053 REMOVE BASE AND SURFACING CY 85.0000 26,350.00 698.000 59,330 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,100.0000 41,000.00 11.000 45,100 (F) 055 DRILL AND BOND DOWEL LF 50.0000 6,000.00 120.000 6,000 056 PEDESTRIAN BARRICADE EA 1,000.0000 6,000.00 6.000 6,000 057 CONCRETE REMOVAL PORTION CY 2,000.0000 4,400.00 2.200 4,400 058 18" ALTERNATIVE PIPE CULVERT LF 470.0000 10,810.00 23.000 10,810 059 DRAINAGE INLET MARKER EA 100.0000 300.00 3.000 300 060 ABANDON INLET EA 1,400.0000 1,400.00 1.000 1,400 061 REMOVE CULVERT (LF) LF 175.0000 1,575.00 9.000 1,575 062 REMOVE INLET EA 1,200.0000 2,400.00 2.000 2,400 063 ADJUST FRAME AND COVER TO GRADE EA 1,500.0000 79,500.00 81.000 121,500 064 CAP INLET EA 1,400.0000 4,200.00 3.000 4,200 065 DETECTABLE WARNING SURFACE SQFT 40.0000 94,000.00 2,575.000 103,000 066 MINOR CONCRETE (CURB AND GUTTER) CY 1,100.0000 5,500.00 5.000 5,500 067 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 900.0000 297,000.00 510.000 459,000 RAMP) 068 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 80.0000 13,600.00 170.000 13,600 069 REMOVE CONCRETE (CURB, GUTTER, AND CY 260.0000 156,000.00 982.120 255,351 SIDEWALK) (CY) 070 PRE/POST CONSTRUCTION SURVEYS EA 980.0000 89,180.00 91.000 89,180 071 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,086.00 1,043.000 2,086 (F) 072 MANHOLE FRAME AND COVER EA 400.0000 400.00 1.000 400 073 PAINT CURB (2-COAT) SQFT 3.0000 2,220.00 740.000 2,220 074 DELINEATOR (CLASS 1) EA 95.0000 17,100.00 180.000 17,100 075 GUARD RAILING DELINEATOR EA 110.0000 39,600.00 360.000 39,600 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 32,880.00 4,110.000 32,880 PROGRAM CAS145 PAGE 4 DATE 05/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K7804 TIME 01:59 PM ESTIMATE NO. 014 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 05/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE P) EA 160.0000 5,120.00 64.000 10,240 078 OBJECT MARKER (TYPE K-1) EA 110.0000 6,820.00 62.000 6,820 079 REMOVE ROADSIDE SIGN EA 200.0000 6,400.00 32.000 6,400 080 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 150.0000 4,200.00 28.000 4,200 BRACKET METHOD) 081 REMOVE ROADSIDE SIGN PANEL EA 200.0000 2,800.00 14.000 2,800 082 RESET ROADSIDE SIGN EA 250.0000 4,750.00 19.000 4,750 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 17,425.00 850.000 17,425 (0.063"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.2500 6,727.50 390.000 6,727 (0.080"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 43.2500 5,190.00 120.000 5,190 (0.063"-FRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7500 16,065.00 540.000 16,065 (0.080"-FRAMED) 087 ROADSIDE SIGN - ONE POST EA 450.0000 34,200.00 71.000 31,950 088 ROADSIDE SIGN - TWO POST EA 900.0000 15,300.00 15.000 13,500 089 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 4,800.00 24.000 4,800 METHOD) 090 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 5,100.00 17.000 5,100 POST 091 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 56.0000 22,400.00 400.000 22,400 092 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 50.0000 288,500.00 -212.500 -10,625.00 5,557.500 277,875 093 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 367,500.00 -645.000 -48,375.00 4,503.000 337,725 094 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 55.0000 20,900.00 415.000 22,825 POST) 095 HANDRAILING LF 338.0000 24,674.00 73.000 24,674 (F) 096 TRANSITION RAILING (TYPE WB-31) EA 4,800.0000 52,800.00 11.000 52,800 097 RAIL TENSIONING ASSEMBLY EA 1,000.0000 4,000.00 4.000 4,000 098 BURIED POST END ANCHOR EA 1,200.0000 1,200.00 1.000 1,200 099 END CAP (TYPE A) EA 250.0000 1,250.00 5.000 1,250 100 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,300.0000 16,900.00 13.000 16,900 101 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,900.0000 70,200.00 19.000 74,100 102 ALTERNATIVE CRASH CUSHION TL-3 EA 35,000.0000 315,000.00 9.000 315,000 103 CONCRETE BARRIER (TYPE 60M) LF 960.0000 96,000.00 205.000 196,800 PROGRAM CAS145 PAGE 5 DATE 05/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K7804 TIME 01:59 PM ESTIMATE NO. 014 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 05/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60MF) LF 820.0000 98,400.00 64.400 52,808 105 CONCRETE BARRIER TRANSITION LF 1,300.0000 377,000.00 290.000 377,000 (F) 106 REMOVE GUARDRAIL LF 20.0000 138,800.00 7,133.000 142,660 107 SALVAGE GUARDRAIL LF 5.0000 34,700.00 7,133.000 35,665 108 REMOVE METAL RAILING LF 4,000.0000 12,000.00 3.000 12,000 109 REMOVE CRASH CUSHION EA 4,000.0000 4,000.00 1.000 4,000 110 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 2.5000 116,250.00 50,259.000 125,647 WET NIGHT VISIBILITY) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 4,720.00 1,180.000 4,720 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 1,480.00 370.000 1,480 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 113 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 187,600.00 46,900.000 187,600 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 3,000.00 750.000 3,000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 106,000.00 115,142.000 115,142 (ENHANCED WET NIGHT VISIBILITY) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 70,000.00 17,500.000 70,000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 117 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 88,800.00 15,618.000 93,708 (ENHANCED WET NIGHT VISIBILITY) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 8,380.00 9,842.000 9,842 119 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 18.0000 38,340.00 2,130.000 38,340 CROSSWALK AND PAVEMENT MARKING 120 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.0000 35,560.00 2,540.000 35,560 (WARRANTY) 121 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 14,400.00 1,200.000 14,400 (WARRANTY) (BROKEN 17-7) 122 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 123 PEDESTRIAN HYBRID BEACON SYSTEMS LS 220,000.0000 220,000.00 1.000 220,000 124 MODIFYING LIGHTING SYSTEMS LS 16,350.0000 16,350.00 1.000 16,350 125 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 890,000.0000 890,000.00 1.000 890,000 126 MODIFYING RAMP METERING SYSTEMS LS 13,000.0000 13,000.00 1.000 13,000 PROGRAM CAS145 PAGE 6 DATE 05/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K7804 TIME 01:59 PM ESTIMATE NO. 014 BID OPENING 10/25/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 05/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -59,000.00 16,305,539.73 ADJUSTMENT OF COMPENSATION 0.00 195,911.71 EXTRA WORK 109,210.92 2,333,863.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 50,210.92 18,835,314.94 127 MOBILIZATION LS 1,660,000.0000 1,660,000.00 1.000 1,660,000 ORIGINAL CONTRACT AMOUNT 16,906,537.00 TOTAL WORK COMPLETED 50,210.92 20,495,314.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 50,210.92 20,495,314.94 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/10/24 300 03/05/24 03/05/24 06/23/25 260 25 0 0 98% 87% PROGRESS IS SATISFACTORY LAM, PETER RESIDENT ENGINEER