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 12/23/22 EST. NO. 005 TIME 10:19 AM R.E. NAME: 06-0S8304 --------------------------------------------------------------------------- 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 12/23/22 EST. NO. 005 TIME 10:19 AM R.E. NAME: 06-0S8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 10:19 AM ESTIMATE NO. 005 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: DATE OF THIS ESTIMATE 12/23/22 LOCATION PROGRESS ESTIMATE 06-FRE-5-44.4/45.4 ----------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY FROM 1.2 MI NORTH 2716 GRANITE COURT; OF HUDSON AVE. OVERCROSSING TO 0.4 FRESNO CA 93706 MI SOUTH OF MANNING AVE. OVERCROSSING FED. AID NO. ACIM- 005-5(155)E BRIDGE REPLACEMENT AT TUMEY GULCH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.050 50.00 0.350 350 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 150,000.00 10.000 5,000.00 64.000 32,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 0.500 3,000.00 1.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 3.500 700.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 21,000.0000 21,000.00 0.050 1,050.00 0.450 9,450 007 TRAFFIC CONTROL SYSTEM LS 403,500.0000 403,500.00 0.050 20,175.00 0.350 141,225 008 TRAFFIC CONTROL SUPERVISOR DAY 250.0000 30,000.00 4.000 1,000.00 28.000 7,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 400.0000 20,000.00 7.000 2,800 010 TYPE III BARRICADE EA 100.0000 600.00 3.000 300.00 6.000 600 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 138,600.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 12,000.00 104.000 6,240 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 35.0000 4,200.00 7.000 245 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.050 2,000.00 0.250 10,000 015 TEMPORARY RAILING (TYPE K) LF 10.0000 151,000.00 17,080.000 170,800 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,000.0000 4,000.00 4.000 4,000 017 TEMPORARY CRASH CUSHION MODULE EA 450.0000 25,200.00 56.000 25,200 018 TEMPORARY RADAR SPEED FEEDBACK EA 8,400.0000 33,600.00 2.000 16,800 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.050 500.00 0.350 3,500 020 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.500 750 PLAN 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 022 TEMPORARY EROSION CONTROL BLANKET SQYD 19.0000 3,420.00 180.000 3,420 PROGRAM CAS145 PAGE 2 DATE 12/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 10:19 AM ESTIMATE NO. 005 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: DATE OF THIS ESTIMATE 12/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 780.0000 4,680.00 1.000 780 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.9100 48,594.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY SOIL BINDER SQYD 0.2100 11,214.00 0.000 0 026 TEMPORARY IMPERMEABLE PLASTIC SHEETING SQYD 15.0000 1,500.00 100.000 1,500 027 TEMPORARY GRAVEL-FILLED BAG EA 14.0000 16,800.00 1,200.000 16,800 028 TEMPORARY CHECK DAM LF 13.5000 675.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 167.0000 1,837.00 4.000 668 030 TEMPORARY FIBER ROLL LF 4.5000 18,270.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 16,000.00 1.000 2,000.00 1.000 2,000 032 STREET SWEEPING LS 175,000.0000 175,000.00 0.200 35,000.00 0.300 52,500 033 TEMPORARY CONCRETE WASHOUT LS 17,000.0000 17,000.00 0.150 2,550.00 0.150 2,550 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 600.0000 7,200.00 2.000 1,200.00 2.000 1,200 035 WATER QUALITY MONITORING REPORT EA 250.0000 750.00 1.000 250.00 1.000 250 036 WATER QUALITY ANNUAL REPORT EA 250.0000 750.00 0.000 0 037 TEMPORARY FILTER FABRIC SQYD 6.0000 4,440.00 740.000 4,440 038 TEMPORARY FENCE LF 14.0000 82,460.00 6,428.000 89,992 (WILDLIFE EXCLUSION GKR) 039 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 040 WORK AREA MONITORING (BRIDGE) LS 5,500.0000 5,500.00 0.500 2,750 041 TREATED WOOD WASTE LB 0.5000 2,090.00 4,540.000 2,270 042 INVASIVE SPECIES CONTROL LS 3,000.0000 3,000.00 0.000 0 043 BIRD EXCLUSION DEVICES LS 25,000.0000 25,000.00 1.000 25,000 044 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 0.500 40,000 045 ROADWAY EXCAVATION CY 23.0000 374,900.00 6,204.400 142,701 046 SHOULDER BACKING TON 50.0000 19,500.00 0.000 0 047 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 63,600.00 530.000 31,800 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 140.0000 64,400.00 50.000 7,000.00 50.000 7,000 (F) 049 IMPORTED BORROW (CY) CY 30.0000 318,000.00 3,095.000 92,850 PROGRAM CAS145 PAGE 3 DATE 12/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 10:19 AM ESTIMATE NO. 005 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: DATE OF THIS ESTIMATE 12/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,145.0000 3,435.00 0.000 0 051 DRILL SEED (ACRE) ACRE 2,122.0000 72,148.00 0.000 0 052 HYDROMULCH SQFT 0.0500 74,000.00 0.000 0 053 FIBER ROLLS LF 4.4200 71,162.00 0.000 0 054 STRAW SQFT 0.0400 58,000.00 0.000 0 055 HYDROSEED SQFT 0.2100 6,615.00 0.000 0 056 COMPOST (CY) CY 56.9000 260,033.00 0.000 0 057 INCORPORATE MATERIALS SQFT 0.0200 29,000.00 0.000 0 058 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 772,200.00 10,499.000 409,461.00 20,998.000 818,922 059 HOT MIX ASPHALT (TYPE A) TON 96.0000 2,035,200.00 13,644.450 1,309,867 060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 646,800.00 0.000 0 061 DATA CORE LS 4,000.0000 4,000.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 25.0000 2,500.00 136.000 3,400 063 PLACE HOT MIX ASPHALT SQYD 50.0000 2,400.00 48.000 2,400 (MISCELLANEOUS AREA) 064 TACK COAT TON 2,400.0000 50,400.00 12.290 29,496 065 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 11.5000 116,150.00 0.000 0 066 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 600.00 0.000 0 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 92,990.00 7,961.800 13,535.06 7,961.800 13,535 068 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 140.0000 472,080.00 1,686.000 236,040.00 1,686.000 236,040 069 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,100.0000 235,400.00 107.000 117,700.00 107.000 117,700 (F) 070 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 442,750.00 0.000 0 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 419,400.00 0.000 0 (F) (POLYMER FIBER) 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,600.0000 377,600.00 0.000 0 (F) (TYPE N) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,400.0000 33,600.00 11.500 27,600 (F) 074 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,600.0000 396,000.00 0.000 0 WIDE-FLANGE GIRDER (90'-100') 075 ERECT PRECAST PRESTRESSED CONCRETE EA 11,800.0000 118,000.00 0.000 0 GIRDER 076 JOINT SEAL (MR 1") LF 112.0000 19,264.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 10:19 AM ESTIMATE NO. 005 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: DATE OF THIS ESTIMATE 12/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (BRIDGE) LB 1.6500 317,097.00 52,593.730 86,779.65 52,593.730 86,779 (F) 078 HEADED BAR REINFORCEMENT EA 48.0000 3,072.00 0.000 0 (F) 079 BRIDGE REMOVAL LS 92,000.0000 92,000.00 0.500 46,000 080 24" TEMPORARY CULVERT LF 240.0000 28,800.00 72.000 17,280 081 36" TEMPORARY CULVERT LF 120.0000 37,200.00 320.000 38,400 082 24" CORRUGATED STEEL PIPE (.079" THICK) LF 340.0000 25,160.00 63.000 21,420 083 24" STEEL FLARED END SECTION EA 900.0000 3,600.00 0.000 0 084 24" TEMPORARY STEEL FLARED END SECTION EA 900.0000 900.00 0.000 0 085 INLET DEPRESSION EA 2,400.0000 12,000.00 0.000 0 086 REMOVE CULVERT (LF) LF 475.0000 8,550.00 2.000 950.00 18.000 8,550 087 REMOVE INLET EA 1,200.0000 7,200.00 0.000 0 088 REMOVE FLARED END SECTION (EA) EA 700.0000 2,800.00 0.000 0 089 TEMPORARY ROCK SLOPE PROTECTION CY 190.0000 11,780.00 62.000 11,780 (60 LB, CLASS II, METHOD B) (CY) 090 TEMPORARY ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 1,100.00 110.000 1,100 (CLASS 8) 091 MISCELLANEOUS IRON AND STEEL LB 1.1000 2,673.00 2,104.000 2,314 (F) 092 TEMPORARY STEEL PLATE COVER LB 5.0000 3,265.00 653.000 3,265 (F) 093 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 18.5000 10,545.00 0.000 0 094 REMOVE FENCE LF 7.5000 4,350.00 137.500 1,031.25 350.000 2,625 095 REMOVE PAVEMENT MARKER EA 2.0000 1,080.00 268.000 536 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 7,750.00 532.000 2,660 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 175.0000 1,225.00 0.000 0 098 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 7,290.00 0.000 0 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 135.00 0.000 0 (0.063"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 235.00 0.000 0 (0.080"-UNFRAMED) 101 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 0.000 0 102 INSTALL ROADSIDE SIGN EA 7,250.0000 14,500.00 0.000 0 (LAMINATED WOOD BOX POST) 103 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 39,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 10:19 AM ESTIMATE NO. 005 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: DATE OF THIS ESTIMATE 12/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 70,000.00 0.000 0 105 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 70.0000 23,100.00 0.000 0 (STEEL POST) 106 TRANSITION RAILING (TYPE WB-31) EA 5,800.0000 34,800.00 0.000 0 107 RAIL TENSIONING ASSEMBLY EA 900.0000 1,800.00 0.000 0 108 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 10,000.0000 20,000.00 0.000 0 109 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 22,000.00 0.000 0 110 CONCRETE BARRIER (TYPE 836) LF 210.0000 134,400.00 0.000 0 (F) 111 REMOVE GUARDRAIL LF 18.0000 21,600.00 587.500 10,575 112 SALVAGE METAL BRIDGE RAILING LF 27.5000 11,000.00 200.000 5,500 113 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 24,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 115 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 16,860.00 28,555.000 17,133 116 12" RUMBLE STRIP STA 32.2000 7,084.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 117 CONTRAST STRIPE PAINT (1-COAT) LF 5.0000 1,600.00 0.000 0 118 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 12.0000 3,840.00 0.000 0 119 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0000 5,760.00 0.000 0 (WARRANTY) 120 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 3,200.00 0.000 0 (WARRANTY) (BROKEN 36-12) 121 2" CONDUIT (BRIDGE) LF 80.0000 25,600.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 10:19 AM ESTIMATE NO. 005 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: DATE OF THIS ESTIMATE 12/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 947,271.96 3,799,909.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 947,271.96 3,799,909.51 122 MOBILIZATION LS 1,100,000.0000 1,100,000.00 0.950 1,045,000 ORIGINAL CONTRACT AMOUNT 11,462,433.00 TOTAL WORK COMPLETED 947,271.96 4,844,909.51 MATERIALS ON HAND ON SITE 352,753.80 DEDUCTIONS 0.00 0.00 TOTAL 947,271.96 5,197,663.31 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 06/16/22 300 00/00/00 00/00/00 11/29/23 64 33 0 0 41% 21% PROGRESS IS SATISFACTORY RESIDENT ENGINEER