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 08/28/19 EST. NO. 007 TIME 01:11 PM R.E. NAME: GRIFFITH, GARRETT 03-2F3204 --------------------------------------------------------------------------- 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 08/28/19 EST. NO. 007 TIME 01:11 PM R.E. NAME: GRIFFITH, GARRETT 03-2F3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3204 TIME 01:11 PM ESTIMATE NO. 007 BID OPENING 10/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: GRIFFITH, GARRETT DATE OF THIS ESTIMATE 08/28/19 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-YUB-20-8.0/10.2 ------------------------------ LAMON CONSTRUCTION ABOUT 6 MILES EAST OF MARYSVILLE 871 VON GELDERN WAY FROM 0.1 MILE EAST OF LOMA RICA YUBA CITY CA 95991 ROAD TO 0.2 MILE WEST OF SPRING VALLEY ROAD FED. AID NO. B1NH-P020(186)E WIDEN SHOULDERS AND REHAB PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 17,000.0000 17,000.00 0.100 1,700.00 0.400 6,800 003 TIME-RELATED OVERHEAD (LS) LS 260,000.0000 260,000.00 0.182 47,320.00 0.364 94,640 004 DEVELOP WATER SUPPLY LS 5,600.0000 5,600.00 0.250 1,400.00 0.750 4,200 005 CONSTRUCTION AREA SIGNS LS 13,400.0000 13,400.00 0.750 10,050 006 TRAFFIC CONTROL SYSTEM LS 53,000.0000 53,000.00 0.182 9,646.00 0.364 19,292 007 TYPE III BARRICADE EA 28.0000 7,280.00 0.000 0 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 1,530.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8400 70,644.00 42,238.000 35,479.92 42,238.000 35,479 010 PLASTIC TRAFFIC DRUMS EA 22.3000 11,819.00 300.000 6,690 011 TEMPORARY PAVEMENT MARKER EA 4.5000 6,750.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,100.0000 10,100.00 0.182 1,838 013 TEMPORARY RAILING (TYPE K) LF 16.5200 312,228.00 80.000 1,321.60 1,895.000 31,305 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,019.0000 76,722.00 2.000 4,038.00 6.000 12,114 015 JOB SITE MANAGEMENT LS 11,000.0000 11,000.00 0.182 2,002.00 0.364 4,004 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.500 1,400 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 30,500.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 5.0000 10,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 335.0000 2,010.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 14,410.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 08/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3204 TIME 01:11 PM ESTIMATE NO. 007 BID OPENING 10/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: GRIFFITH, GARRETT DATE OF THIS ESTIMATE 08/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 2.3000 7,521.00 2,000.000 4,600 024 TEMPORARY CHECK DAM LF 9.0000 1,800.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 300.00 0.000 0 026 TEMPORARY FIBER ROLL LF 3.7000 7,400.00 300.000 1,110 027 TEMPORARY SILT FENCE LF 3.5000 51,450.00 4,005.000 14,017 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,400.0000 13,600.00 1.000 3,400 029 STREET SWEEPING LS 32,000.0000 32,000.00 0.350 11,200.00 0.550 17,600 030 TEMPORARY CONCRETE WASHOUT LS 2,300.0000 2,300.00 0.750 1,725.00 0.750 1,725 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 20,000.00 0.000 0 032 WATER QUALITY ANNUAL REPORT EA 552.0000 1,104.00 0.000 0 033 TEMPORARY CREEK DIVERSION SYSTEM LS 56,000.0000 56,000.00 0.750 42,000 034 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,150.0000 16,100.00 4.000 4,600 035 CLEARING AND GRUBBING (LS) LS 87,400.0000 87,400.00 0.450 39,330.00 0.950 83,030 036 ROADWAY EXCAVATION CY 25.6200 573,888.00 17,000.000 435,540.00 20,056.000 513,834 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 98.4600 56,319.12 572.000 56,319.12 572.000 56,319 (F) (TYPE D) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 156.1000 70,869.40 454.000 70,869 (F) 039 ROADSIDE CLEARING LS 191,000.0000 191,000.00 0.450 85,950.00 0.950 181,450 040 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 670.0000 1,340.00 0.000 0 041 BONDED FIBER MATRIX (SQFT) SQFT 0.2300 131,330.00 0.000 0 042 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.8400 125,160.00 0.000 0 043 PERMANENT EROSION CONTROL ESTABLISHMENT LS 35,000.0000 35,000.00 0.000 0 WORK 044 CLASS 2 AGGREGATE BASE (CY) CY 41.3600 661,760.00 11,250.000 465,300.00 14,306.000 591,696 045 PREPAVING INERTIAL PROFILER LS 5,600.0000 5,600.00 0.000 0 046 HOT MIX ASPHALT (TYPE A) TON 91.7000 1,540,560.00 3,781.680 346,780.06 10,356.580 949,698 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 117.1000 993,008.00 0.000 0 048 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 116.9100 397,494.00 0.000 0 (OPEN GRADED FRICTION COURSE) 049 ASPHALT BINDER TON 1.1200 11.20 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) PROGRAM CAS145 PAGE 3 DATE 08/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3204 TIME 01:11 PM ESTIMATE NO. 007 BID OPENING 10/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: GRIFFITH, GARRETT DATE OF THIS ESTIMATE 08/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.3700 18,059.40 0.000 0 (PAVING FABRIC) 051 DATA CORE LS 4,500.0000 4,500.00 0.000 0 052 TACK COAT TON 1,300.0000 58,500.00 8.000 10,400.00 16.840 21,892 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4000 52,080.00 4,043.440 9,704 054 STRUCTURAL CONCRETE, RETAINING WALL CY 1,340.0000 176,880.00 132.000 176,880 (F) 055 STRUCTURAL CONCRETE, BOX CULVERT CY 2,000.0000 54,000.00 7.000 14,000.00 27.000 54,000 (F) 056 STRUCTURAL CONCRETE, HEADWALL CY 1,670.0000 140,280.00 48.100 80,327.00 76.320 127,454 (F) 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 9,300.00 1.120 3,360.00 3.100 9,300 (F) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 7,000.0000 9,100.00 1.300 9,100.00 1.300 9,100 (F) 059 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 30,110.40 18,819.000 30,110 (F) 060 BAR REINFORCING STEEL (BOX CULVERT) LB 3.0000 9,216.00 3,072.000 9,216 (F) 061 18" ALTERNATIVE PIPE CULVERT LF 121.0000 139,150.00 181.000 21,901.00 1,149.900 139,137 062 24" ALTERNATIVE PIPE CULVERT LF 161.0000 9,982.00 62.000 9,982 063 36" ALTERNATIVE PIPE CULVERT LF 195.0000 83,850.00 394.500 76,927 064 CONCRETE BACKFILL (PIPE TRENCH) CY 156.0000 13,416.00 20.420 3,185 (F) 065 42" REINFORCED CONCRETE PIPE LF 221.0000 5,083.00 23.000 5,083 066 48" REINFORCED CONCRETE PIPE LF 245.0000 31,850.00 33.000 8,085.00 33.000 8,085 067 60" REINFORCED CONCRETE PIPE LF 491.0000 88,380.00 171.000 83,961 068 18" ALTERNATIVE FLARED END SECTION EA 892.0000 43,708.00 41.000 36,572 069 24" ALTERNATIVE FLARED END SECTION EA 982.0000 1,964.00 2.000 1,964 070 36" ALTERNATIVE FLARED END SECTION EA 1,225.0000 7,350.00 1.000 1,225 071 REMOVE CULVERT (LF) LF 56.0000 96,320.00 523.000 29,288.00 1,519.920 85,115 072 REMOVE INLET EA 2,800.0000 2,800.00 1.000 2,800 073 REMOVE HEADWALL EA 1,700.0000 17,000.00 3.000 5,100.00 8.000 13,600 074 REMOVE WINGWALL LF 110.0000 13,200.00 38.000 4,180.00 120.000 13,200 075 REMOVE FLARED END SECTION (EA) EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200 076 ROCK SLOPE PROTECTION CY 140.0000 6,580.00 47.000 6,580 (300 LB, CLASS IV, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 08/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3204 TIME 01:11 PM ESTIMATE NO. 007 BID OPENING 10/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: GRIFFITH, GARRETT DATE OF THIS ESTIMATE 08/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION CY 168.0000 1,512.00 4.000 672 (150 LB, CLASS III, METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 23.0000 2,346.00 96.000 2,208 079 MINOR CONCRETE (GUTTER) (LF) LF 54.0000 6,642.00 123.000 6,642 080 MISCELLANEOUS IRON AND STEEL LB 17.0000 8,466.00 498.000 8,466 (F) 081 RELOCATE MAILBOX EA 558.0000 6,138.00 0.000 0 082 REMOVE FENCE LF 2.2500 24,975.00 11,100.000 24,975 083 REMOVE GATE EA 335.0000 1,340.00 1.000 335 084 RESET GATE EA 600.0000 1,800.00 0.000 0 085 DELINEATOR (CLASS 1) EA 84.0000 1,260.00 0.000 0 086 TEMPORARY DELINEATOR (CLASS 1) EA 84.0000 1,260.00 0.000 0 087 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 3,105.00 0.000 0 088 MILEPOST MARKER EA 84.0000 336.00 0.000 0 089 MARKER (CULVERT) EA 84.0000 1,176.00 0.000 0 090 REMOVE ROADSIDE SIGN EA 280.0000 280.00 0.000 0 091 RESET ROADSIDE SIGN EA 560.0000 4,480.00 0.000 0 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 289.00 0.000 0 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 595.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 094 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.6000 196.00 0.000 0 095 ROADSIDE SIGN - ONE POST EA 530.0000 3,180.00 0.000 0 096 CHAIN LINK RAILING (MODIFIED) LF 123.0000 15,129.00 37.000 4,551 (F) 097 CABLE RAILING LF 134.0000 17,554.00 0.000 0 (F) 098 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 1,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 099 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 241.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 5,218.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1200 39,984.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 08/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3204 TIME 01:11 PM ESTIMATE NO. 007 BID OPENING 10/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: GRIFFITH, GARRETT DATE OF THIS ESTIMATE 08/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 561.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 103 REMOVE PAINTED TRAFFIC STRIPE LF 0.8400 29,232.00 0.000 0 104 REMOVE PAINTED PAVEMENT MARKING SQFT 2.2300 53.52 0.000 0 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.6800 43,176.00 0.000 0 106 12" RUMBLE STRIP STA 38.0000 4,560.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 107 PORTABLE TEMPORARY SIGNAL SYSTEM LS 170,000.0000 170,000.00 0.600 102,000 PROGRAM CAS145 PAGE 6 DATE 08/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3204 TIME 01:11 PM ESTIMATE NO. 007 BID OPENING 10/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: GRIFFITH, GARRETT DATE OF THIS ESTIMATE 08/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,731,992.70 3,853,588.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 4,950.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,731,992.70 3,858,538.31 108 MOBILIZATION LS 188,500.0000 188,500.00 0.050 9,425.00 1.000 188,500 ORIGINAL CONTRACT AMOUNT 7,731,552.04 TOTAL WORK COMPLETED 1,741,417.70 4,047,038.31 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,741,417.70 4,047,038.31 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 12/10/18 110 03/12/19 03/12/19 11/27/19 40 73 0 0 52% 36% PROGRESS IS SATISFACTORY GRIFFITH, GARRETT RESIDENT ENGINEER PROGRAM CAS145 DATE 08/28/19