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 11/23/16 EST. NO. 007 TIME 10:20 AM R.E. NAME: CHRIS HANSON 10-0Y90U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 750.00 E.W. @ F.A.(+) 042616 N 005.00 750.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 750.00 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 11/23/16 EST. NO. 007 TIME 10:20 AM R.E. NAME: CHRIS HANSON 10-0Y90U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS SWPPP DOCS -111,035.95 002 JPCP SAND OUT -197.72 003 MISSING CPM JULY -236,789.10 003 SWPPP DOCS RETURNED 111,035.95 003 MISS CPM AUGUST -324,362.58 004 CPM & SWPPP TRN MISS -496,690.00 005 ANT 67 LDS @ $3K DAY -201,000.00 006 CPM & SWPPP TRN RTN 496,690.00 006 CPM JULY/AUGUST RTN 561,151.68 006 ANTICIPATED OILINDEX -35,000.00 007 RET ANTICIPATED LDS 201,000.00 007 166,000.00 -35,197.72 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 004 MISS PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 -10,000.00 -22,000.00 TOTAL DEDUCTIONS 156,000.00 -57,197.72 PROGRAM CAS145 PAGE 1 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y90U4 TIME 10:20 AM ESTIMATE NO. 007 BID OPENING 07/22/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 11/23/16 LOCATION PROGRESS ESTIMATE 10-SJ-99-18.4/23.0 ----------------- BAY CITIES PAVING & GRADING, SJ 99 18.4/23.0 IN AND NEAR INC. STOCKTON, FROM 0.1 MILE SOUTH OF 1450 CIVIC CT #400 BLDG B MARSH STREET PEDESTRIAN CONCORD CA 94520 OVERCROSSING TO HAMMER LANE OVERCROSSING FED. AID NO. NHP-P099(588)E PLACE JPCP, COLD PLANE AC, METERING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,995.0000 1,995.00 1.000 1,995 002 CONSTRUCTION AREA SIGNS LS 5,145.0000 5,145.00 0.740 3,807 003 TRAFFIC CONTROL SYSTEM LS 221,000.0000 221,000.00 1.000 221,000 004 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,692.0000 5,692.00 1.000 5,692 006 JOB SITE MANAGEMENT LS 8,085.0000 8,085.00 1.000 8,085 007 PREPARE STORM WATER POLLUTION PREVENTION LS 1,260.0000 1,260.00 0.870 1,096 PLAN 008 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 009 STREET SWEEPING LS 2,552.0000 2,552.00 1.000 2,552 010 TEMPORARY CONCRETE WASHOUT LS 9,450.0000 9,450.00 1.000 9,450 011 TEMPORARY FENCE (TYPE ESA) LF 3.9400 1,339.60 0.000 0 012 REMOVE CHAIN LINK FENCE LF 6.3000 945.00 80.000 504 013 REMOVE FLARED END SECTION EA 429.0000 1,287.00 3.000 1,287 014 REMOVE ASPHALT CONCRETE DIKE LF 0.3500 252.00 459.000 160 015 REMOVE CONCRETE PAVEMENT (CY) CY 215.2500 185,115.00 580.150 124,877 016 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 511.0000 1,022.00 2.000 1,022 017 RESET ROADSIDE SIGN EA 157.5000 157.50 0.000 0 018 POTHOLE UNDERGOUND UTILITY EA 732.0000 6,588.00 4.000 2,928 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.1200 266,240.00 50,917.370 260,696 020 CLEARING AND GRUBBING (LS) LS 22,050.0000 22,050.00 1.000 22,050 021 ROADWAY EXCAVATION CY 86.0000 73,100.00 913.390 78,551 022 IMPORTED BORROW (CY) CY 25.0500 35,571.00 1,420.000 35,571 PROGRAM CAS145 PAGE 2 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y90U4 TIME 10:20 AM ESTIMATE NO. 007 BID OPENING 07/22/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 262.5000 3,150.00 6.000 1,575 024 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 13.6500 914.55 22.000 300 (F) LINE) 025 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.3500 926.10 0.000 0 (F) (SUPPLY LINE) 026 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.2000 1,305.40 80.000 976 (F) (SUPPLY LINE) 027 2" PLASTIC PIPE (SCHEDULE 40) LF 9.7100 6,554.25 0.000 0 (F) (SUPPLY LINE) 028 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 472.5000 2,835.00 0.000 0 029 COMPOST SQFT 0.5000 14,300.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 79.4500 63,560.00 932.770 74,108 031 REPLACE BASE CY 735.0000 507,150.00 696.820 512,162 032 BASE BOND BREAKER SQYD 0.7400 3,781.40 5,226.170 3,867 033 HOT MIX ASPHALT (TYPE A) TON 94.5000 844,830.00 831.720 78,597.54 8,752.270 827,089 034 SHOULDER RUMBLE STRIP STA 1,823.0000 5,833.60 2.170 3,955 (HMA,GROUND-IN INDENTATIONS) 035 TACK COAT TON 1,350.0000 29,700.00 14.830 20,020 036 JOINTED PLAIN CONCRETE PAVEMENT CY 735.0000 1,381,800.00 1,916.260 1,408,451 (RSC) 037 DRILL AND BOND (DOWEL BAR) EA 7.9800 8,857.80 0.000 0 038 MINOR CONCRETE (MINOR STRUCTURE) CY 1,850.0000 1,480.00 0.800 1,480 (F) 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.4500 1,417.50 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 040 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.3000 945.00 0.000 0 041 12" ALTERNATIVE PIPE CULVERT LF 67.9500 543.60 18.000 1,223 042 18" ALTERNATIVE PIPE CULVERT LF 62.8500 628.50 10.000 628 043 18" REINFORCED CONCRETE PIPE LF 48.4500 15,504.00 272.000 13,178 044 18" CORRUGATED STEEL PIPE (.079" THICK) LF 93.1000 558.60 16.000 1,489 045 12" ALTERNATIVE FLARED END SECTION EA 480.4000 480.40 1.000 480 046 18" ALTERNATIVE FLARED END SECTION EA 525.0000 3,150.00 6.000 3,150 047 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 172.0000 6,536.00 38.000 6,536 (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.2500 337.50 120.500 271 PROGRAM CAS145 PAGE 3 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y90U4 TIME 10:20 AM ESTIMATE NO. 007 BID OPENING 07/22/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 MINOR CONCRETE (TEXTURED PAVING) CY 1,125.6000 57,405.60 56.720 63,844 050 MISCELLANEOUS IRON AND STEEL LB 2.2500 537.75 239.000 537 (F) 051 CHAIN LINK FENCE (TYPE CL-6) LF 32.7900 4,918.50 92.000 3,016 052 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 1,038.80 -2,000.000 -1,060.00 11,376.000 6,029 053 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 1,533.00 2,278.000 2,391 054 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 199.50 935.000 981 (BROKEN 12-3) 055 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2000 2,352.00 531.000 2,230 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 8,904.00 24,578.000 13,026 (BROKEN 36-12) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 217.30 2,000.000 1,060.00 2,000.000 1,060 (BROKEN 17-7) 058 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 2,625.00 797.000 4,184 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,625.0000 2,625.00 1.000 2,625 SYSTEM ELEMENTS DURING CONSTRUCTION 060 MODIFY TRAFFIC MONITORING STATION LS 17,692.5000 17,692.50 0.060 1,061.55 0.900 15,923 061 MODIFY VEHICLE CLASSIFICATION STATION LS 7,612.5000 7,612.50 1.000 7,612.50 1.000 7,612 062 ELECTRICAL SYSTEM (LOCATION 1) LS 87,423.0000 87,423.00 0.560 48,956.88 0.880 76,932 063 ELECTRICAL SYSTEM (LOCATION 2 & 3) LS 154,386.7500 154,386.75 0.480 74,105.64 0.820 126,597 064 ELECTRICAL SYSTEM (LOCATION 4) LS 89,769.7500 89,769.75 0.570 51,168.76 0.800 71,815 065 ELECTRICAL SYSTEM (LOCATION 5) LS 92,167.9500 92,167.95 0.480 44,240.62 0.790 72,812 066 ELECTRICAL SYSTEM (LOCATION 6) LS 100,189.9500 100,189.95 0.610 61,115.87 0.870 87,165 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 068 TEMPORARY DRAINAGE INLET PROTECTION EA 336.0000 672.00 0.000 0 069 REMOVE IRRIGATION FACILITY LS 2,625.0000 2,625.00 1.000 2,625 070 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.1500 7,288.50 2,500.000 5,375 CLASS A1 071 GUARD RAILING DELINEATOR EA 14.7000 558.60 0.000 0 072 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 59.3300 29,071.70 425.000 25,215 073 END ANCHOR ASSEMBLY (TYPE SFT) EA 735.0000 9,555.00 8.000 5,880 074 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,835.0000 8,505.00 2.000 5,670 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,310.0000 23,100.00 6.000 13,860 PROGRAM CAS145 PAGE 4 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y90U4 TIME 10:20 AM ESTIMATE NO. 007 BID OPENING 07/22/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 366,859.36 4,279,681.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 750.00 750.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 367,609.36 4,280,431.32 076 MOBILIZATION LS 496,000.0000 496,000.00 1.000 496,000 ORIGINAL CONTRACT AMOUNT 4,966,899.95 TOTAL WORK COMPLETED 367,609.36 4,776,431.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 156,000.00 -57,197.72 TOTAL 523,609.36 4,719,233.60 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 12/22/15 100 05/17/16 02/16/16 11/22/16 106 83 7 0 92% 99% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/16