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 10/22/20 EST. NO. 009 TIME 03:54 PM R.E. NAME: DAVIS, DARCY 08-0R1504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 570.47 E.W. @ F.A.(+) 062420 N 001 0 0002 383.92 062520 N 002 0 0003 169.01 081420 N 6 0 002 0001 8,643.09 E.W. @ F.A.(+) 082820 N 004 0 003 0001 3,600.00 E.W. @ F.A.(+) 061120 N 5 0 005 0002 200.00 A.C. @ L.S.(+) 091120 N 0008 0 13,566.49 TOTAL THIS ESTIMATE 211,000.00 TOTAL PREVIOUS ESTIMATE 224,566.49 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 10/22/20 EST. NO. 009 TIME 03:54 PM R.E. NAME: DAVIS, DARCY 08-0R1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FEDERAL TRAINEE PLAN -3,987.84 001 FEDERAL TRAINEE PLAN 3,987.84 002 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1504 TIME 03:54 PM ESTIMATE NO. 009 BID OPENING 11/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 10/22/20 LOCATION PROGRESS ESTIMATE 08-SBD-40-R75.0/R100.0 ----------------- GRANITE CONSTRUCTION COMPANY BETWEEN BADGER WASH TO ESSEX ROAD 38000 MONROE STREET; OC INDIO CA 92203 FED. AID NO. HSIM-040 -1(86)E REGRADE MEDIAN CROSS SLOPE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 0.850 1,105 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.6000 500.60 0.090 45.05 0.840 420 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,000,000.00 22.000 88,000.00 160.000 640,000 004 DEVELOP WATER SUPPLY LS 48,638.0000 48,638.00 0.110 5,350.18 0.900 43,774 005 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.800 28,000 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 1,600.00 400.000 1,600 FOR CONSTRUCTION AREA SIGNS 007 TRAFFIC CONTROL SYSTEM LS 894,000.0000 894,000.00 0.950 849,300 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.950 33,250 009 TEMPORARY RAILING (TYPE K) LF 70.0000 84,000.00 0.000 0 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 11,000.0000 33,000.00 0.000 0 011 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 0.100 4,200.00 0.850 35,700 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.010 16.50 0.960 1,584 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 5,500.00 0.000 0 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 4,400.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 TEMPORARY EROSION CONTROL BLANKET SQYD 4.3000 4,300.00 0.000 0 017 TEMPORARY SOIL BINDER SQYD 0.2000 2,000.00 0.000 0 018 TEMPORARY COVER SQYD 1.5000 30,000.00 0.000 0 019 TEMPORARY FIBER ROLL LF 2.5000 15,000.00 2,500.000 6,250.00 3,100.000 7,750 020 TEMPORARY GRAVEL BAG BERM LF 20.0000 80,000.00 0.000 0 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 48,000.00 2.000 8,000 022 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.200 1,600.00 0.800 6,400 PROGRAM CAS145 PAGE 2 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1504 TIME 03:54 PM ESTIMATE NO. 009 BID OPENING 11/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.4000 9,680.00 0.000 0 024 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 150,000.0000 150,000.00 0.100 15,000.00 0.800 120,000 025 TEMPORARY HIGH-VISIBILITY FENCE LF 3.2000 422,400.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 345,000.0000 345,000.00 1.000 345,000 027 DUST PALLIATIVE LS 63,750.0000 63,750.00 0.500 31,875.00 1.000 63,750 028 ROADWAY EXCAVATION CY 5.0000 59,500.00 11,900.000 59,500 029 SHOULDER BACKING TON 50.0000 390,000.00 250.000 12,500 030 IMPORTED BORROW (CY) CY 22.0000 6,886,000.00 22,898.000 503,756.00 330,869.000 7,279,118 031 PLANT (GROUP A) EA 25.0000 56,500.00 0.000 0 032 PLANT ESTABLISHMENT WORK LS 27,500.0000 27,500.00 0.000 0 033 WOOD MULCH CY 195.0000 13,260.00 0.000 0 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 2.000 2,000 035 DUFF (ACRE) ACRE 1,000.0000 150,000.00 10.500 10,500.00 150.030 150,030 036 FIBER ROLLS LF 2.8000 106.40 0.000 0 037 HYDROSEED SQFT 0.0500 315,500.00 2,856,147.000 142,807.35 5,406,147.000 270,307 038 CLASS 2 AGGREGATE BASE (CY) CY 220.0000 301,400.00 223.000 49,060 039 MINOR HOT MIX ASPHALT TON 840.0000 1,848.00 0.000 0 040 PLACE HOT MIX ASPHALT SQYD 195.0000 1,950.00 0.000 0 (MISCELLANEOUS AREA) 041 STRUCTURAL CONCRETE, BOX CULVERT CY 2,800.0000 89,600.00 0.000 0 (F) 042 BAR REINFORCING STEEL LB 5.5000 16,819.00 0.000 0 (F) 043 48" REINFORCED CONCRETE PIPE LF 900.0000 14,400.00 0.000 0 044 54" REINFORCED CONCRETE PIPE LF 1,000.0000 8,000.00 0.000 0 045 60" REINFORCED CONCRETE PIPE LF 1,000.0000 24,000.00 0.000 0 046 72" REINFORCED CONCRETE PIPE LF 900.0000 54,900.00 0.000 0 047 36" CORRUGATED STEEL PIPE (.079" THICK) LF 450.0000 144,000.00 320.000 144,000 048 42" CORRUGATED STEEL PIPE (.109" THICK) LF 500.0000 115,000.00 230.000 115,000 049 48" CORRUGATED STEEL PIPE (.109" THICK) LF 330.0000 66,000.00 224.500 74,085 PROGRAM CAS145 PAGE 3 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1504 TIME 03:54 PM ESTIMATE NO. 009 BID OPENING 11/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 49" X 33" CORRUGATED STEEL PIPE ARCH LF 330.0000 56,100.00 170.000 56,100 (.109" THICK) 051 57" X 38" CORRUGATED STEEL PIPE ARCH LF 350.0000 63,000.00 180.000 63,000 (.109" THICK) 052 64" X 43" CORRUGATED STEEL PIPE ARCH LF 450.0000 589,500.00 1,310.000 589,500 (.109" THICK) 053 77" X 52" CORRUGATED STEEL PIPE ARCH LF 500.0000 195,000.00 390.000 195,000 (.109" THICK) 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 36" CORRUGATED STEEL PIPE INLET LF 1,200.0000 34,800.00 29.000 34,800 (.079" THICK) 056 36" STEEL FLARED END SECTION EA 850.0000 26,350.00 31.000 26,350 057 42" STEEL FLARED END SECTION EA 1,200.0000 22,800.00 19.000 22,800 058 48" STEEL FLARED END SECTION EA 1,500.0000 10,500.00 7.000 10,500 059 54" STEEL FLARED END SECTION EA 1,700.0000 1,700.00 1.000 1,700 060 60" STEEL FLARED END SECTION EA 2,200.0000 4,400.00 2.000 4,400 061 72" STEEL FLARED END SECTION EA 2,800.0000 8,400.00 3.000 8,400 062 49" X 33" STEEL FLARED END PIPE ARCH EA 1,100.0000 8,800.00 8.000 8,800 SECTION 063 57" X 38" STEEL FLARED END PIPE ARCH EA 1,300.0000 13,000.00 10.000 13,000 SECTION 064 64" X 43" STEEL FLARED END PIPE ARCH EA 1,500.0000 225,000.00 150.000 225,000 SECTION 065 77" X 52" STEEL FLARED END PIPE ARCH EA 2,500.0000 82,500.00 33.000 82,500 SECTION 066 REMOVE CULVERT (LF) LF 40.0000 18,400.00 460.000 18,400 067 REMOVE FLARED END SECTION (EA) EA 375.0000 97,500.00 260.000 97,500 068 ROCK SLOPE PROTECTION CY 215.0000 120,400.00 72.840 15,660.60 560.000 120,400 (1/4 T, CLASS V, METHOD B) (CY) 069 ROCK SLOPE PROTECTION CY 180.0000 954,000.00 636.100 114,498.00 5,300.040 954,007 (300 LB, CLASS IV, METHOD B) (CY) 070 ROCK SLOPE PROTECTION CY 165.0000 391,050.00 235.000 38,775 (1T, CLASS VIII, METHOD B) 071 ROCK SLOPE PROTECTION CY 165.0000 97,350.00 27.000 4,455.00 590.000 97,350 (1/2 T, CLASS VII, METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 38,600.00 520.000 2,600.00 7,720.000 38,600 073 MISCELLANEOUS IRON AND STEEL LB 15.0000 7,410.00 0.000 0 (F) 074 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 6.4500 12,900.00 0.000 0 075 TEMPORARY DESERT TORTOISE FENCE LF 9.0000 18,000.00 2,000.000 18,000 076 DELINEATOR (CLASS 1) EA 47.0000 28,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1504 TIME 03:54 PM ESTIMATE NO. 009 BID OPENING 11/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 GUARD RAILING DELINEATOR EA 35.0000 4,550.00 50.000 1,750.00 50.000 1,750 078 MARKER (CULVERT) EA 75.0000 21,000.00 0.000 0 079 OBJECT MARKER EA 105.0000 2,940.00 0.000 0 080 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.0000 133,380.00 125.000 3,250.00 4,125.000 107,250 081 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 244,000.00 2,650.000 212,000.00 2,650.000 212,000 082 CABLE RAILING LF 106.0000 150,520.00 0.000 0 (F) 083 TRANSITION RAILING (TYPE WB-31) EA 3,540.0000 35,400.00 8.000 28,320.00 8.000 28,320 084 END CAP (TYPE A) EA 175.0000 525.00 1.000 175.00 1.000 175 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 7,700.00 6.000 6,600.00 6.000 6,600 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,230.0000 48,450.00 10.000 32,300.00 10.000 32,300 087 REMOVE GUARDRAIL LF 7.2000 12,744.00 1,362.500 9,810.00 1,362.500 9,810 088 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 158,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1504 TIME 03:54 PM ESTIMATE NO. 009 BID OPENING 11/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: DAVIS, DARCY DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,240,818.68 13,466,321.25 ADJUSTMENT OF COMPENSATION 200.00 211,200.00 EXTRA WORK 13,366.49 13,366.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,254,385.17 13,690,887.74 089 MOBILIZATION LS 1,210,000.0000 1,210,000.00 1.000 1,210,000 ORIGINAL CONTRACT AMOUNT 17,266,271.00 TOTAL WORK COMPLETED 1,254,385.17 14,900,887.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,254,385.17 14,900,887.74 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 12/31/19 375 02/03/20 02/03/20 10/03/21 147 34 0 0 85% 39% PROGRESS IS SATISFACTORY DAVIS, DARCY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/20