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 12/26/17 EST. NO. 009 TIME 10:51 AM 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 12/26/17 EST. NO. 009 TIME 10:51 AM 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 0.00 -14,000.00 TOTAL DEDUCTIONS 0.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 10:51 AM ESTIMATE NO. 009 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 12/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 12/26/17 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 1.000 1,500.00 115.000 172,500 004 CONSTRUCTION AREA SIGNS LS 3,790.0000 3,790.00 0.790 2,994 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.630 157,500 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0100 9,615.20 13,907.000 14,046 007 CHANNELIZER (SURFACE MOUNTED) EA 75.3300 3,615.84 46.000 3,465 008 TEMPORARY PAVEMENT MARKER EA 3.0300 454.50 304.000 921 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.630 10,080 010 TEMPORARY RAILING (TYPE K) LF 18.0000 132,120.00 5,340.000 96,120 011 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 0.630 15,120 014 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 1.000 2,000 016 STREET SWEEPING LS 75,000.0000 75,000.00 0.630 47,250 017 TEMPORARY CONCRETE WASHOUT LS 1,269.4500 1,269.45 0.630 799 018 TREATED WOOD WASTE LB 0.0700 1,344.00 0.000 0 019 REMOVE GUARDRAIL LF 11.2200 9,873.60 425.000 4,768 020 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 1,161.000 1,172 022 REMOVE PAVEMENT MARKER EA 2.0200 202.00 87.000 175 PROGRAM CAS145 PAGE 2 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 10:51 AM ESTIMATE NO. 009 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 12/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 75 024 REMOVE ROADSIDE SIGN EA 95.0000 285.00 0.000 0 (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 0.000 0 027 REMOVE ASPHALT CONCRETE DIKE LF 1.0400 3,972.80 3,636.000 3,781 028 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 0.000 0 032 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0000 9,800.00 1,778.600 12,450 033 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 66,831.000 601,479 036 IMPORTED BORROW (CY) CY 17.0000 1,128,800.00 43,400.000 737,800 037 RUBBER MAT SQYD 40.0000 74,400.00 0.000 0 038 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0 039 HYDROMULCH SQFT 0.0400 8,600.00 0.000 0 040 FIBER ROLLS LF 2.5300 17,305.20 8,358.000 21,145 041 HYDROSEED SQFT 0.0300 6,450.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 196,350.00 4,611.490 161,402 043 HOT MIX ASPHALT (TYPE A) TON 80.0000 310,400.00 76.300 6,104.00 2,963.780 237,102 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 273,000.00 1,353.860 142,155 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 132.00 40.000 48.00 40.000 48 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 1,620.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 3,588.00 2,266.000 2,719.20 2,266.000 2,719 048 TACK COAT TON 987.5000 19,750.00 0.000 0 049 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 10:51 AM ESTIMATE NO. 009 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 12/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.060 35,938 (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 0.000 0 (0.063"-UNFRAMED) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.9500 299.00 0.000 0 (0.080"-UNFRAMED) 055 ROADSIDE SIGN - ONE POST EA 275.0000 4,125.00 3.000 825 056 ROADSIDE SIGN - TWO POST EA 650.0000 1,950.00 0.000 0 057 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 45.000 402 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 560.50 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9500 559.35 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7500 1,842.50 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 064 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.9500 2,722.50 0.000 0 065 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 128,075.00 486.000 66,217 (CLASS III, RUBBER GASKET JOINT) 067 24" CONCRETE FLARED END SECTION EA 691.8500 8,302.20 0.000 0 068 INLET DEPRESSION EA 1,244.5400 9,956.32 4.000 4,978 069 ROCK SLOPE PROTECTION CY 290.1000 22,917.90 28.600 8,296 (FACING, METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.6400 475.20 90.700 239 071 DETECTABLE WARNING SURFACE SQFT 50.5000 3,939.00 15.000 757 072 MINOR CONCRETE (MISCELLANEOUS CY 1,160.1400 37,124.48 13.920 16,149 CONSTRUCTION) 073 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.7700 35,367.40 0.000 0 074 MISCELLANEOUS IRON AND STEEL LB 2.6400 6,885.12 1,630.000 4,303 (F) PROGRAM CAS145 PAGE 4 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 10:51 AM ESTIMATE NO. 009 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 12/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 98,104.60 400.000 9,388.00 3,050.000 71,583 081 END ANCHOR ASSEMBLY (TYPE SFT) EA 816.3300 3,265.32 2.000 1,632.66 7.000 5,714 082 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,806.1200 11,224.48 3.000 8,418 083 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 0.000 0 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 3,282.50 0.000 0 087 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 1,242.30 0.000 0 (BROKEN 12-3) 088 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0300 4,484.40 0.000 0 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 164.70 0.000 0 (BROKEN 6-1) 090 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 2,799.90 0.000 0 (BROKEN 36-12) 091 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 1,311.50 0.000 0 (BROKEN 17-7) 092 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0400 379.76 0.000 0 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0500 2,676.50 193.000 974 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 710.9900 710.99 0.630 447 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 0.400 46,721 097 LIGHTING SYSTEM LS 62,973.1100 62,973.11 0.630 39,673 098 SIGNAL AND LIGHTING SYSTEM LS 249,861.0400 249,861.04 0.150 37,479 099 REMOVING EXISTING ELECTRICAL SYSTEM LS 20,313.9100 20,313.91 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 10:51 AM ESTIMATE NO. 009 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 12/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 21,391.86 3,056,754.96 ADJUSTMENT OF COMPENSATION 0.00 110,400.00 EXTRA WORK 0.00 14,613.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 21,391.86 3,181,768.05 100 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 5,099,194.90 TOTAL WORK COMPLETED 21,391.86 3,681,768.05 MATERIALS ON HAND ON SITE -12,017.76 13,754.35 DEDUCTIONS 0.00 -14,000.00 TOTAL 9,374.10 3,681,522.40 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 03/23/18 115 69 0 0 71% 64% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/17