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 05/21/18 EST. NO. 013 TIME 01:25 PM R.E. NAME: CHRIS HANSON 10-0X5604 --------------------------------------------------------------------------- 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 05/21/18 EST. NO. 013 TIME 01:25 PM R.E. NAME: CHRIS HANSON 10-0X5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM/DBE FPRM -112,746.10 006 DBE CPM RETURN 112,746.10 007 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 005 MISSING PAYROLLS -1,000.00 006 MISSING PAYROLLS -1,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -8,000.00 010 RECD PAYROLLS EST 5 2,000.00 010 RECD PAYROLLS EST 6 1,000.00 010 RECD PAYROLLS EST 7 1,000.00 012 0.00 -18,000.00 TOTAL DEDUCTIONS 0.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:25 PM ESTIMATE NO. 013 BID OPENING 09/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 05/21/18 LOCATION PROGRESS ESTIMATE 10-STA-99-R18.0/R19.7 ----------------- GRANITE CONSTRUCTION COMPANY IN STANISLAUS COUNTY IN MODESTO ON 4001 BRADSHAW ROAD STATE ROUTE 99 AT CARPENTER ROAD/ SACRAMENTO CA 95827 BRIGGSMORE AVENUE SOUTHBOUND OFFRAMP FED. AID NO. ACHS-NHPP(996)4E RECONSTRUCT RAMP, INSTALL TURN LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 270,000.00 20.000 30,000.00 145.000 217,500 004 CONSTRUCTION AREA SIGNS LS 3,790.0000 3,790.00 0.030 113.70 0.840 3,183 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.310 77,500.00 1.000 250,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0100 9,615.20 16,866.000 17,034 007 CHANNELIZER (SURFACE MOUNTED) EA 75.3300 3,615.84 46.000 3,465 008 TEMPORARY PAVEMENT MARKER EA 3.0300 454.50 354.000 1,072 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.310 4,960.00 1.000 16,000 010 TEMPORARY RAILING (TYPE K) LF 18.0000 132,120.00 6,140.000 110,520 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 7,800.00 44.000 8,800 012 TEMPORARY TRAFFIC SCREEN LF 5.0000 17,100.00 0.000 0 013 JOB SITE MANAGEMENT LS 24,000.0000 24,000.00 0.310 7,440.00 1.000 24,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,950.0000 1,950.00 0.750 1,462 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 016 STREET SWEEPING LS 75,000.0000 75,000.00 0.310 23,250.00 1.000 75,000 017 TEMPORARY CONCRETE WASHOUT LS 1,269.4500 1,269.45 1.000 1,269 018 TREATED WOOD WASTE LB 0.0700 1,344.00 12,780.000 894 019 REMOVE GUARDRAIL LF 11.2200 9,873.60 875.000 9,817 020 REMOVE FLARED END SECTION EA 713.6800 2,141.04 2.000 1,427 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 1,161.50 4,178.000 4,219 022 REMOVE PAVEMENT MARKER EA 2.0200 202.00 87.000 175 PROGRAM CAS145 PAGE 2 DATE 05/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:25 PM ESTIMATE NO. 013 BID OPENING 09/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 05/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 75.0000 1,650.00 8.000 600 024 REMOVE ROADSIDE SIGN EA 95.0000 285.00 1.000 95 (STRAP AND SADDLE BRACKET METHOD) 025 REMOVE SIGN STRUCTURE (EA) EA 4,596.5200 4,596.52 1.000 4,596 026 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 29.0000 25,520.00 632.360 18,338 027 REMOVE ASPHALT CONCRETE DIKE LF 1.0400 3,972.80 3,856.000 4,010 028 REMOVE CULVERT (LF) LF 76.4700 5,352.90 40.000 3,058 029 REMOVE DOWNDRAIN (EA) EA 892.1000 5,352.60 7.000 6,244 030 ADJUST FRAME AND GRATE TO GRADE EA 806.2600 6,450.08 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 13,200.00 3,833.330 15,333.32 3,833.330 15,333 032 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0000 9,800.00 2,102.600 14,718 033 CLEARING AND GRUBBING (LS) LS 96,000.0000 96,000.00 1.000 96,000 034 DUST PALLIATIVE LS 15,000.0000 15,000.00 0.000 0 035 ROADWAY EXCAVATION CY 9.0000 459,900.00 74,100.000 666,900 036 IMPORTED BORROW (CY) CY 17.0000 1,128,800.00 43,400.000 737,800 037 RUBBER MAT SQYD 40.0000 74,400.00 1,222.220 48,888 038 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 1.000 500 039 HYDROMULCH SQFT 0.0400 8,600.00 107,488.000 4,299 040 FIBER ROLLS LF 2.5300 17,305.20 8,358.000 21,145 041 HYDROSEED SQFT 0.0300 6,450.00 107,488.000 3,224 042 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 196,350.00 18.660 653.10 4,896.590 171,380 043 HOT MIX ASPHALT (TYPE A) TON 80.0000 310,400.00 765.870 61,269.60 3,729.650 298,372 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 273,000.00 889.710 93,419.55 2,243.570 235,574 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 132.00 68.000 81.60 108.000 129 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 1,620.00 1,289.000 1,546.80 1,289.000 1,546 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 3,588.00 754.000 904.80 3,020.000 3,624 048 TACK COAT TON 987.5000 19,750.00 11.300 11,158.75 11.300 11,158 049 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,750.0000 40,250.00 23.000 40,250 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 05/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:25 PM ESTIMATE NO. 013 BID OPENING 09/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 05/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 2,237.7900 55,944.75 23.060 51,603 (F) 051 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 65,905.00 19,996.000 69,986 (F) 052 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 5,649.00 19,996.000 5,998 (F) 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 1,755.00 30.000 405 (0.063"-UNFRAMED) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.9500 299.00 20.000 299 (0.080"-UNFRAMED) 055 ROADSIDE SIGN - ONE POST EA 275.0000 4,125.00 10.000 2,750 056 ROADSIDE SIGN - TWO POST EA 650.0000 1,950.00 2.000 1,300 057 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 195.0000 1,560.00 0.000 0 METHOD) 058 INSTALL ROADSIDE SIGN EA 1,195.0000 2,390.00 0.000 0 (LAMINATED WOOD BOX POST) 059 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.5000 5,610.00 0.000 0 FOR RETROREFLECTIVE SHEET (TYPE XI) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.9500 1,253.00 59.500 532 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 560.50 32.500 308 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9500 559.35 33.000 559 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7500 1,842.50 37.500 628 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 064 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.9500 2,722.50 16.000 79 065 18" REINFORCED CONCRETE PIPE LF 541.1400 9,199.38 24.000 12,987 (CLASS III, RUBBER GASKET JOINT) 066 24" REINFORCED CONCRETE PIPE LF 136.2500 128,075.00 570.000 77,662 (CLASS III, RUBBER GASKET JOINT) 067 24" CONCRETE FLARED END SECTION EA 691.8500 8,302.20 10.000 6,918 068 INLET DEPRESSION EA 1,244.5400 9,956.32 4.000 4,978 069 ROCK SLOPE PROTECTION CY 290.1000 22,917.90 52.600 15,259 (FACING, METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.6400 475.20 147.320 388 071 DETECTABLE WARNING SURFACE SQFT 50.5000 3,939.00 45.000 2,272 072 MINOR CONCRETE (MISCELLANEOUS CY 1,160.1400 37,124.48 0.480 556.87 29.860 34,641 CONSTRUCTION) 073 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.7700 35,367.40 4,593.000 44,873.61 4,593.000 44,873 074 MISCELLANEOUS IRON AND STEEL LB 2.6400 6,885.12 2,608.000 6,885 (F) PROGRAM CAS145 PAGE 4 DATE 05/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:25 PM ESTIMATE NO. 013 BID OPENING 09/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 05/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 EMERGENCY VEHICLE DETECTION SYSTEM LS 3,047.0900 3,047.09 0.000 0 076 CHAIN LINK FENCE (TYPE CL-3.0) LF 29.7500 4,760.00 0.000 0 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 GUARD RAILING DELINEATOR EA 50.7100 11,663.30 0.000 0 079 OBJECT MARKER (TYPE L) EA 75.0000 150.00 0.000 0 080 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 23.4700 98,104.60 600.000 14,082.00 4,075.000 95,640 081 END ANCHOR ASSEMBLY (TYPE SFT) EA 816.3300 3,265.32 2.000 1,632.66 10.000 8,163 082 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,806.1200 11,224.48 1.000 2,806.12 4.000 11,224 083 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,551.0200 5,102.04 0.000 0 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 4,568.90 3,032.000 1,849.52 7,612.000 4,643 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 3,282.50 729.000 736.29 2,798.000 2,825 087 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 1,242.30 1,227.000 1,239 (BROKEN 12-3) 088 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0300 4,484.40 597.000 1,808.91 1,303.000 3,948 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 164.70 308.000 187.88 308.000 187 (BROKEN 6-1) 090 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 2,799.90 5,218.000 3,182 (BROKEN 36-12) 091 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 1,311.50 1,110.000 677.10 2,137.000 1,303 (BROKEN 17-7) 092 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0400 379.76 97.000 391.88 97.000 391 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0500 2,676.50 150.000 757.50 509.000 2,570 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 710.9900 710.99 0.310 220.41 1.000 710 SYSTEM ELEMENTS DURING CONSTRUCTION 095 INDUCTIVE LOOP DETECTOR (LS) LS 4,773.7700 4,773.77 0.000 0 096 RAMP METERING SYSTEM LS 116,804.9600 116,804.96 0.240 28,033.19 0.920 107,460 097 LIGHTING SYSTEM LS 62,973.1100 62,973.11 0.230 14,483.82 0.860 54,156 098 SIGNAL AND LIGHTING SYSTEM LS 249,861.0400 249,861.04 0.330 82,454.14 0.910 227,373 099 REMOVING EXISTING ELECTRICAL SYSTEM LS 20,313.9100 20,313.91 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:25 PM ESTIMATE NO. 013 BID OPENING 09/28/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 05/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 523,183.12 4,031,724.89 ADJUSTMENT OF COMPENSATION 0.00 123,268.32 EXTRA WORK 0.00 124,244.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 523,183.12 4,279,237.93 100 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 5,099,194.90 TOTAL WORK COMPLETED 523,183.12 4,779,237.93 MATERIALS ON HAND ON SITE -13,754.35 0.00 DEDUCTIONS 0.00 -18,000.00 TOTAL 509,428.77 4,761,237.93 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 11/28/16 180 04/11/17 03/28/17 07/10/18 145 141 0 0 89% 81% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/18