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 09/22/17 EST. NO. 006 TIME 01:38 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 --------------------------------------------------------------------------- 005 0001 6,567.79 E.W. @ L.S.(+) 091817 N 005.00 6,567.79 TOTAL THIS ESTIMATE 55,200.00 TOTAL PREVIOUS ESTIMATE 61,767.79 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 09/22/17 EST. NO. 006 TIME 01:38 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 -112,746.10 -112,746.10 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 005 MISSING PAYROLLS -1,000.00 006 -1,000.00 -3,000.00 TOTAL DEDUCTIONS -113,746.10 -115,746.10 PROGRAM CAS145 PAGE 1 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:38 PM ESTIMATE NO. 006 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 09/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 09/22/17 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 0.500 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 270,000.00 21.000 31,500.00 74.000 111,000 004 CONSTRUCTION AREA SIGNS LS 3,790.0000 3,790.00 0.460 1,743 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.120 30,000.00 0.410 102,500 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0100 9,615.20 7,013.000 7,083.13 13,907.000 14,046 007 CHANNELIZER (SURFACE MOUNTED) EA 75.3300 3,615.84 36.000 2,711.88 46.000 3,465 008 TEMPORARY PAVEMENT MARKER EA 3.0300 454.50 206.000 624.18 304.000 921 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.120 1,920.00 0.410 6,560 010 TEMPORARY RAILING (TYPE K) LF 18.0000 132,120.00 2,220.000 39,960.00 5,340.000 96,120 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 7,800.00 28.000 5,600.00 42.000 8,400 012 TEMPORARY TRAFFIC SCREEN LF 5.0000 17,100.00 0.000 0 013 JOB SITE MANAGEMENT LS 24,000.0000 24,000.00 0.120 2,880.00 0.410 9,840 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,950.0000 1,950.00 0.020 39.00 0.660 1,287 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 0.120 9,000.00 0.410 30,750 017 TEMPORARY CONCRETE WASHOUT LS 1,269.4500 1,269.45 0.120 152.33 0.410 520 018 TREATED WOOD WASTE LB 0.0700 1,344.00 0.000 0 019 REMOVE GUARDRAIL LF 11.2200 9,873.60 0.000 0 020 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 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:38 PM ESTIMATE NO. 006 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 09/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 028 REMOVE CULVERT (LF) LF 76.4700 5,352.90 10.000 764.70 10.000 764 029 REMOVE DOWNDRAIN (EA) EA 892.1000 5,352.60 3.000 2,676 030 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 9,800.00 422.400 2,956.80 910.800 6,375 033 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 11,981.000 107,829 036 IMPORTED BORROW (CY) CY 17.0000 1,128,800.00 57,693.000 980,781 037 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 0.000 0 041 HYDROSEED SQFT 0.0300 6,450.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 196,350.00 3,141.500 109,952 043 HOT MIX ASPHALT (TYPE A) TON 80.0000 310,400.00 1,829.670 146,373.60 1,829.670 146,373 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 273,000.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 132.00 0.000 0 046 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 0.000 0 048 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 40,250.00 23.000 40,250 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:38 PM ESTIMATE NO. 006 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 09/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.060 22,512 (F) 051 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 65,905.00 19,996.000 69,986.00 19,996.000 69,986 (F) 052 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 5,649.00 19,996.000 5,998.80 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 3.000 825.00 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 45.000 402.75 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 60.000 8,175 (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 0.000 0 069 ROCK SLOPE PROTECTION CY 290.1000 22,917.90 3.000 870.30 3.000 870 (FACING, METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.6400 475.20 9.000 23.76 9.000 23 071 DETECTABLE WARNING SURFACE SQFT 50.5000 3,939.00 0.000 0 072 MINOR CONCRETE (MISCELLANEOUS CY 1,160.1400 37,124.48 0.000 0 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 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:38 PM ESTIMATE NO. 006 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 09/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,793.750 42,099.31 1,793.750 42,099 081 END ANCHOR ASSEMBLY (TYPE SFT) EA 816.3300 3,265.32 4.000 3,265.32 4.000 3,265 082 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,806.1200 11,224.48 2.000 5,612.24 2.000 5,612 083 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 0.000 0 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 710.9900 710.99 0.120 85.32 0.410 291 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 0.000 0 097 LIGHTING SYSTEM LS 62,973.1100 62,973.11 0.000 0 098 SIGNAL AND LIGHTING SYSTEM LS 249,861.0400 249,861.04 0.000 0 099 REMOVING EXISTING ELECTRICAL SYSTEM LS 20,313.9100 20,313.91 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X5604 TIME 01:38 PM ESTIMATE NO. 006 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 09/20/17 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 450,984.42 2,067,152.69 ADJUSTMENT OF COMPENSATION 0.00 55,200.00 EXTRA WORK 6,567.79 6,567.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 457,552.21 2,128,920.48 100 MOBILIZATION LS 500,000.0000 500,000.00 0.950 475,000 ORIGINAL CONTRACT AMOUNT 5,099,194.90 TOTAL WORK COMPLETED 457,552.21 2,603,920.48 MATERIALS ON HAND ON SITE 31,266.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -113,746.10 -115,746.10 TOTAL 343,806.11 2,519,440.38 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 02/28/18 74 48 0 0 49% 41% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/17