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 08/21/17 EST. NO. 004 TIME 02:36 PM R.E. NAME: CHRIS HANSON 10-0Q1604 --------------------------------------------------------------------------- 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 08/21/17 EST. NO. 004 TIME 02:36 PM R.E. NAME: CHRIS HANSON 10-0Q1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CPM UPDATE -261,572.20 001 RCD CPM UPDATE 261,572.20 002 MISSING CPM JUNE -532,766.11 003 RHMA LOW COMPACTION -47,386.13 003 MISSING CPM JUNE RET 532,766.11 004 532,766.11 -47,386.13 TOTAL DEDUCTIONS 532,766.11 -47,386.13 PROGRAM CAS145 PAGE 1 DATE 08/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1604 TIME 02:36 PM ESTIMATE NO. 004 BID OPENING 09/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/21/17 LOCATION PROGRESS ESTIMATE 10-SJ-99-0.0/5.7 ----------------- TEICHERT CONSTRUCTION IN SAN JOAQUIN COUNTY IN AND NEAR 400 SUNRISE AVE, SUITE 300 RIPON FROM STANISLAUS COUNTY LINE ROSEVILLE CA 95661 TO 0.2 MILE SOUTH OF SOUTH JUNCTION 120/99 SEPARATION FED. AID NO. ACNH-PP09-9(602)E DIGOUT AND REPAIR OF LOCALIZED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.120 6,000.00 0.850 42,500 003 TRAFFIC CONTROL SYSTEM LS 780,051.2000 780,051.20 0.240 187,212.29 0.860 670,844 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 11,040.00 0.000 0 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 26,600.00 0.000 0 006 TEMPORARY PAVEMENT MARKER EA 3.0000 360.00 0.000 0 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.240 12,000.00 0.860 43,000 008 TEMPORARY RAILING (TYPE K) LF 10.0000 74,400.00 0.000 0 009 TEMPORARY CRASH CUSHION MODULE EA 200.0000 98,000.00 0.000 0 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.240 2,400.00 0.860 8,600 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 14,400.00 71.000 14,200 013 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.240 2,400.00 0.860 8,600 014 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 25,795.00 54,540.000 19,089 STRIPE (HAZARDOUS WASTE) 015 TREATED WOOD WASTE LB 1.2000 101,640.00 35,200.000 42,240 016 REMOVE GUARDRAIL LF 9.0000 53,010.00 824.500 7,420.50 3,507.500 31,567 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 27,250.00 56,875.000 14,218 018 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 9,720.00 64.000 128 019 REMOVE PAVEMENT MARKER EA 0.5000 7,400.00 2,548.000 1,274 020 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 19,810.00 1,135.000 3,972.50 1,135.000 3,972 021 REMOVE CULVERT (LF) LF 31.0000 5,270.00 0.000 0 022 RESET BARRICADE EA 250.0000 250.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1604 TIME 02:36 PM ESTIMATE NO. 004 BID OPENING 09/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 250.00 0.000 0 024 ADJUST INLET EA 2,200.0000 145,200.00 0.000 0 025 ADJUST PULL BOX EA 460.0000 2,300.00 0.000 0 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 265,320.00 38,120.550 125,797.82 76,032.950 250,908 027 REMOVE CONCRETE (CY) CY 440.0000 15,840.00 12.900 5,676 028 ROADWAY EXCAVATION CY 58.0000 27,840.00 817.890 47,437.62 835.990 48,487 029 SHOULDER BACKING TON 50.0000 66,000.00 898.100 44,905.00 2,189.280 109,464 030 RUBBER MAT SQYD 12.0000 260,400.00 0.000 0 031 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 47,000.00 420.240 42,024.00 420.240 42,024 032 HIGH FRICTION SURFACE TREATMENT SQYD 22.4300 206,356.00 0.000 0 033 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 1.000 10,000 034 HOT MIX ASPHALT (TYPE A) TON 71.0000 923,000.00 6,088.020 432,249.42 11,077.910 786,531 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 73.0000 3,036,800.00 13,296.000 970,608.00 39,543.000 2,886,639 036 SHOULDER RUMBLE STRIP STA 43.7900 42,914.20 0.000 0 (HMA,GROUND-IN INDENTATIONS) 037 DATA CORE LS 500.0000 500.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.6000 416.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6000 1,696.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 7,024.00 0.000 0 041 TACK COAT TON 1.0000 150.00 93.610 93.61 106.380 106 042 MINOR CONCRETE (MINOR STRUCTURE) CY 3,300.0000 7,590.00 0.000 0 (F) 043 12" REINFORCED CONCRETE PIPE LF 93.0000 3,348.00 38.000 3,534 044 18" REINFORCED CONCRETE PIPE LF 94.0000 12,220.00 120.000 11,280 045 18" SLOTTED CORRUGATED STEEL PIPE LF 98.0000 16,660.00 0.000 0 (.064" THICK) 046 DETECTABLE WARNING SURFACE SQFT 42.0000 3,654.00 72.000 3,024 047 MINOR CONCRETE (GUTTER DEPRESSION) CY 650.0000 11,700.00 0.000 0 048 MINOR CONCRETE (TEXTURED PAVING) CY 550.0000 247,500.00 408.940 224,917.00 408.940 224,917 049 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,500.0000 24,000.00 12.900 19,350 CURB RAMP) PROGRAM CAS145 PAGE 3 DATE 08/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1604 TIME 02:36 PM ESTIMATE NO. 004 BID OPENING 09/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 4,000.00 0.000 0 051 MISCELLANEOUS IRON AND STEEL LB 1.6000 1,043.20 0.000 0 (F) 052 GUARD RAILING DELINEATOR EA 15.1500 2,424.00 67.000 1,015 053 OBJECT MARKER (TYPE P) EA 60.6000 363.60 0.000 0 054 OBJECT MARKER (TYPE L-1) EA 45.4500 727.20 0.000 0 055 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.4000 7,676.00 87.500 3,535.00 162.500 6,565 056 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.3500 163,670.50 518.000 18,311.30 2,868.000 101,383 057 PEDESTRIAN BARRICADE EA 656.5000 656.50 0.000 0 058 CONCRETE BARRIER (TRANSITION) LF 900.0000 108,000.00 83.250 74,925.00 83.250 74,925 059 TRANSITION RAILING (TYPE WB-31) EA 4,040.0000 52,520.00 4.000 16,160.00 4.000 16,160 060 END CAP (TYPE A) EA 303.0000 2,121.00 5.000 1,515 061 END ANCHOR ASSEMBLY (TYPE SFT) EA 808.0000 13,736.00 4.000 3,232.00 12.000 9,696 062 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,333.0000 16,665.00 2.000 6,666.00 6.000 19,998 063 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,929.0000 52,722.00 2.000 5,858.00 5.000 14,645 064 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8300 13,753.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 065 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 89,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 4,856.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 067 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6700 16,399.40 0.000 0 068 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0200 9,191.00 0.000 0 069 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.240 480.00 0.860 1,720 SYSTEM ELEMENTS DURING CONSTRUCTION 070 MODIFYING EXISTING ELECTRICAL SYSTEM LS 100,000.0000 100,000.00 0.260 26,000 PROGRAM CAS145 PAGE 4 DATE 08/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1604 TIME 02:36 PM ESTIMATE NO. 004 BID OPENING 09/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,238,605.06 5,579,548.78 ADJUSTMENT OF COMPENSATION 0.00 -65,000.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,238,605.06 5,514,548.78 071 MOBILIZATION LS 825,200.0000 825,200.00 0.050 41,260.00 1.000 825,200 ORIGINAL CONTRACT AMOUNT 8,252,000.00 TOTAL WORK COMPLETED 2,279,865.06 6,339,748.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 532,766.11 -47,386.13 TOTAL 2,812,631.17 6,292,362.65 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 11/28/16 90 04/19/17 12/13/16 09/13/17 77 90 4 0 74% 82% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/17