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 04/21/25 EST. NO. 001 TIME 02:23 PM R.E. NAME: JONATHAN NGAI 10-0Q2104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/21/25 EST. NO. 001 TIME 02:23 PM R.E. NAME: JONATHAN NGAI 10-0Q2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2104 TIME 02:23 PM ESTIMATE NO. 001 BID OPENING 10/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 04/21/25 LOCATION PROGRESS ESTIMATE 10-AMA-88-5.5/14.3 ----------------- BAY CITIES PAVING & GRADING, AMADOR COUNTY NEAR MARTELL FROM 0.7 MILE INC. WEST OF IONE-BUENA VISTA ROAD TO 0.2 MILE 1450 CIVIC CT BLDG B #400 EAST OF KENNEDY FLAT ROAD CONCORD CA 94520 FED. AID NO. ACNH-P088(74)E REPAIR FAILED PAVEMENT AND RESURFACE EXIST ------------------------------------------------------------------------------------------------------------------------------------ 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 0.628 942.00 0.628 942 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,749.8900 5,749.89 0.630 3,622.43 0.630 3,622 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 62,500.00 16.000 8,000.00 16.000 8,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.500 1,300.00 6.500 1,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.630 8,190.00 0.630 8,190 007 TRAFFIC CONTROL SYSTEM LS 426,240.0000 426,240.00 0.130 55,411.20 0.130 55,411 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,196.1200 23,922.40 0.000 0 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,753.7800 12,753.78 0.120 1,530.45 0.120 1,530 011 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 012 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 55.5100 13,877.50 0.000 0 013 JOB SITE MANAGEMENT LS 27,315.8100 27,315.81 0.000 0 014 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.630 630.00 0.630 630 015 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 700.00 2.000 700.00 2.000 700 016 STREET SWEEPING LS 18,450.0000 18,450.00 0.000 0 017 TEMPORARY CONCRETE WASHOUT LS 1,818.4700 1,818.47 0.000 0 018 TREATED WOOD WASTE LB 1.9100 41,065.00 0.000 0 019 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 38,950.0000 38,950.00 0.130 5,063.50 0.130 5,063 020 NATURAL RESOURCE PROTECTION PLAN LS 4,800.0000 4,800.00 0.630 3,024.00 0.630 3,024 021 INVASIVE SPECIES CONTROL LS 4,592.6600 4,592.66 0.130 597.05 0.130 597 022 TEMPORARY HIGH-VISIBILITY FENCE LF 7.5000 5,775.00 308.000 2,310.00 308.000 2,310 PROGRAM CAS145 PAGE 2 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2104 TIME 02:23 PM ESTIMATE NO. 001 BID OPENING 10/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 12,122.1200 12,122.12 0.000 0 024 ROADWAY EXCAVATION CY 155.0800 17,058.80 0.000 0 025 SHOULDER BACKING TON 72.4000 72,400.00 0.000 0 026 DRY SEED (SQFT) SQFT 0.6200 2,480.00 0.000 0 027 FIBER ROLLS LF 9.6900 6,589.20 308.000 2,984.52 308.000 2,984 028 COMPOST (CY) CY 321.0000 9,630.00 0.000 0 029 CLASS 2 AGGREGATE BASE (CY) CY 137.7000 16,524.00 35.000 4,819.50 35.000 4,819 030 REPLACE ASPHALT CONCRETE SURFACING CY 286.9700 1,285,625.60 0.000 0 031 HOT MIX ASPHALT (TYPE A) TON 117.1900 256,646.10 0.000 0 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.2500 3,130,875.00 0.000 0 033 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.9700 1,045.50 0.000 0 034 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.8300 64,727.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.8900 1,672.70 0.000 0 036 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 163.4400 14,219.28 0.000 0 AREA) 037 TACK COAT TON 855.5200 94,107.20 0.000 0 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6600 356,900.00 0.000 0 039 24" ALTERNATIVE PIPE CULVERT LF 404.1500 60,622.50 150.000 60,622.50 150.000 60,622 040 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 305.8600 48,937.60 107.000 32,727.02 107.000 32,727 (.079" THICK) 041 ANCHOR ASSEMBLY EA 1,766.3000 3,532.60 0.000 0 042 24" ALTERNATIVE PIPE DOWNDRAIN LF 289.4900 9,842.66 0.000 0 043 24" ALTERNATIVE FLARED END SECTION EA 1,516.3100 6,065.24 3.000 4,548.93 3.000 4,548 044 ABANDON CULVERT (LF) LF 271.0000 10,840.00 40.000 10,840.00 40.000 10,840 045 REMOVE CULVERT (LF) LF 83.8900 9,227.90 110.000 9,227.90 110.000 9,227 046 REMOVE DOWNDRAIN (EA) EA 97.6600 1,660.22 10.000 976.60 10.000 976 047 REMOVE HEADWALL EA 3,470.0500 3,470.05 1.000 3,470.05 1.000 3,470 048 42" ALTERNATIVE PIPELINER LF 740.7900 125,934.30 0.000 0 049 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 608.6500 2,434.60 0.000 0 METHOD B) (CY) PROGRAM CAS145 PAGE 3 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2104 TIME 02:23 PM ESTIMATE NO. 001 BID OPENING 10/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 53.8800 969.84 0.000 0 051 TEMPORARY FENCE (TYPE BW) LF 10.0000 2,500.00 0.000 0 052 REMOVE FENCE LF 10.0000 2,500.00 0.000 0 053 RECONSTRUCT FENCE (TYPE BW) LF 15.0000 2,250.00 0.000 0 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.3400 17,056.20 0.000 0 055 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 250.0000 2,500.00 0.000 0 056 REMOVE ROADSIDE SIGN EA 125.0000 15,000.00 0.000 0 057 RESET ROADSIDE SIGN (WOOD POST) EA 275.0000 550.00 0.000 0 058 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 42.0000 8,400.00 0.000 0 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 18,900.00 0.000 0 (0.063"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 2,220.00 0.000 0 (0.080"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7500 2,201.50 0.000 0 (0.063"-FRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 21,840.00 0.000 0 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 375.0000 37,500.00 0.000 0 064 ROADSIDE SIGN - TWO POST EA 650.0000 16,250.00 0.000 0 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0 METHOD) 066 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 450.0000 4,500.00 0.000 0 067 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 57.0000 35,340.00 0.000 0 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 149.3900 106,066.90 0.000 0 069 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,625.0000 13,125.00 0.000 0 070 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,900.0000 24,500.00 0.000 0 071 REMOVE GUARDRAIL LF 13.0000 6,370.00 0.000 0 072 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.8000 25,772.00 0.000 0 WET NIGHT VISIBILITY) 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 1,477.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 20,790.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 113,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2104 TIME 02:23 PM ESTIMATE NO. 001 BID OPENING 10/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,045.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 077 12" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 245.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 078 12" RUMBLE STRIP (ASPHALT CONCRETE STA 12.5000 17,500.00 0.000 0 PAVEMENT) 079 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 080 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 103,275.0000 103,275.00 0.000 0 081 MODIFYING TRAFFIC MONITORING STATIONS LS 78,875.0000 78,875.00 0.000 0 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 ENTRANCE TAPER EA 3,945.6800 63,130.88 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2104 TIME 02:23 PM ESTIMATE NO. 001 BID OPENING 10/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 227,537.65 227,537.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 227,537.65 227,537.65 084 MOBILIZATION LS 791,000.0000 791,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 7,919,500.00 TOTAL WORK COMPLETED 227,537.65 227,537.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 227,537.65 227,537.65 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 12/18/24 125 02/11/25 02/11/25 09/23/25 16 30 0 0 3% 13% PROGRESS IS SATISFACTORY JONATHAN NGAI RESIDENT ENGINEER