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 07/21/20 EST. NO. 018 TIME 02:27 PM R.E. NAME: PHAM, THANH 08-0R1604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0009 2,500.00 E.W. @ L.S.(+) 062220 N 009 0 009 0004 80,000.00 E.W. @ L.S.(+) 062220 N 800000 82,500.00 TOTAL THIS ESTIMATE 19,216,977.63 TOTAL PREVIOUS ESTIMATE 19,299,477.63 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 07/21/20 EST. NO. 018 TIME 02:27 PM R.E. NAME: PHAM, THANH 08-0R1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION INADEQUATE FEB CPR'S -10,000.00 002 DELINQ CPR -7,000.00 003 INADEQ CPR 10,000.00 003 DELINQ CPR 7,000.00 004 INADEQ APRIL CPR -10,000.00 004 INADEQ CPR -10,000.00 006 FHWA 1391 -10,000.00 007 INADEQ JULY CPR -10,000.00 007 INADEQ SEPT CPR -10,000.00 009 FHWA 1391 10,000.00 010 INADEQ APRIL CPR 10,000.00 010 DELINQ NOV CPR'S -9,000.00 011 INQ SEPT CPR 10,000.00 012 INADEQ CPR 10,000.00 013 INADEQ JULY CPR 10,000.00 013 INADEQ NOV CPR 9,000.00 013 MAY 2020 -10,000.00 016 MAY 2020 10,000.00 017 JULY 2020 -10,000.00 018 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1604 TIME 02:27 PM ESTIMATE NO. 018 BID OPENING 07/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 07/21/20 LOCATION PROGRESS ESTIMATE 08-SBD-40-R50.0/R75.0 ----------------- FISHER SAND & GRAVEL CO. NEAR LUDLOW FROM CRUCERO ROAD TO 1302 W DRIVERS WAY BADGER WASH TEMPE AZ 85284 FED. AID NO. HSIM- 040-1(84)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 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 1.000 20,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,360,000.00 19.000 76,000.00 358.000 1,432,000 004 DEVELOP WATER SUPPLY LS 1,575,000.0000 1,575,000.00 1.000 1,575,000 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 10.0000 1,600.00 160.000 1,600 FOR CONSTRUCTION AREA SIGNS 007 TRAFFIC CONTROL SYSTEM LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 008 FLASHING BEACON (PORTABLE) EA 1,500.0000 6,000.00 4.000 6,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8,500.0000 68,000.00 2.000 17,000 010 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 013 MOVE-IN/MOVE-OUT EA 1,250.0000 25,000.00 20.000 25,000 (TEMPORARY EROSION CONTROL) 014 TEMPORARY COVER SQYD 3.5000 154,000.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 8,000.00 40.000 8,000 016 TEMPORARY FIBER ROLL LF 3.0000 186,000.00 27,049.000 81,147 017 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 90,000.00 20.000 90,000 018 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 019 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 1.000 7,500 020 TREATED WOOD WASTE LB 0.3500 2,100.00 6,000.000 2,100 021 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 475,000.0000 475,000.00 1.000 475,000 022 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 07/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1604 TIME 02:27 PM ESTIMATE NO. 018 BID OPENING 07/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 07/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 49,920.00 8,320.000 49,920 024 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 025 DUST PALLIATIVE LS 100,000.0000 100,000.00 0.900 90,000 026 ROADWAY EXCAVATION CY 17.0000 150,280.00 0.000 0 027 IMPORTED BORROW (CY) CY 18.0000 16,812,000.00 0.000 0 028 SOIL AMENDMENT CY 40.0000 36,400.00 0.000 0 029 PLANT (GROUP A) EA 18.0000 747,000.00 0.000 0 030 PLANT ESTABLISHMENT WORK LS 325,000.0000 325,000.00 0.000 0 031 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 4.000 8,000 032 DUFF (ACRE) ACRE 1,000.0000 180,000.00 16.000 16,000 033 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 673,200.00 21,206.000 1,908.54 6,951,206.000 625,608 034 FIBER ROLLS LF 5.0000 1,350.00 0.000 0 035 COMPOST (CY) CY 45.0000 639,000.00 0.000 0 036 INCORPORATE MATERIALS SQFT 0.0500 115,000.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 145,200.00 2,420.000 145,200 038 MINOR HOT MIX ASPHALT TON 150.0000 12,150.00 20.000 3,000.00 81.000 12,150 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 17.0000 425.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 170.00 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 4,250.00 250.000 4,250 042 PLACE HOT MIX ASPHALT SQYD 120.0000 58,800.00 390.000 46,800 (MISCELLANEOUS AREA) 043 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 870.00 290.000 870 044 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 46,500.00 31.000 46,500 (F) 045 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 1,357,500.00 905.000 1,357,500 (F) 046 BAR REINFORCING STEEL LB 4.0000 327,400.00 81,850.000 327,400 (F) 047 24" CORRUGATED STEEL PIPE (.064" THICK) LF 200.0000 54,000.00 270.000 54,000 048 30" CORRUGATED STEEL PIPE (.064" THICK) LF 210.0000 10,500.00 50.000 10,500 049 30" CORRUGATED STEEL PIPE (.079" THICK) LF 210.0000 54,600.00 260.000 54,600 PROGRAM CAS145 PAGE 3 DATE 07/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1604 TIME 02:27 PM ESTIMATE NO. 018 BID OPENING 07/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 07/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 36" CORRUGATED STEEL PIPE (.064" THICK) LF 220.0000 55,000.00 250.000 55,000 051 36" CORRUGATED STEEL PIPE (.079" THICK) LF 240.0000 146,400.00 610.000 146,400 052 42" CORRUGATED STEEL PIPE (.064" THICK) LF 250.0000 57,500.00 230.000 57,500 053 42" CORRUGATED STEEL PIPE (.109" THICK) LF 250.0000 72,500.00 290.000 72,500 054 48" CORRUGATED STEEL PIPE (.064" THICK) LF 275.0000 88,000.00 320.000 88,000 055 48" CORRUGATED STEEL PIPE (.109" THICK) LF 275.0000 85,250.00 310.000 85,250 056 54" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 42,000.00 140.000 42,000 057 54" CORRUGATED STEEL PIPE (.109" THICK) LF 350.0000 30,800.00 88.000 30,800 058 60" CORRUGATED STEEL PIPE (.138" THICK) LF 400.0000 152,000.00 380.000 152,000 059 66" CORRUGATED STEEL PIPE (.138" THICK) LF 425.0000 55,250.00 130.000 55,250 060 72" CORRUGATED STEEL PIPE (.138" THICK) LF 500.0000 65,000.00 130.000 65,000 061 78" CORRUGATED STEEL PIPE (.138" THICK) LF 525.0000 57,750.00 110.000 57,750 062 84" CORRUGATED STEEL PIPE (.138" THICK) LF 550.0000 9,350.00 17.000 9,350 063 102" CORRUGATED STEEL PIPE (.168" THICK) LF 750.0000 57,750.00 77.000 57,750 064 108" CORRUGATED STEEL PIPE (.168" THICK) LF 1,100.0000 14,300.00 13.000 14,300 065 36" BITUMINOUS COATED CORRUGATED STEEL LF 200.0000 7,400.00 37.000 7,400 PIPE (.079" THICK) 066 48" BITUMINOUS COATED CORRUGATED STEEL LF 300.0000 48,000.00 160.000 48,000 PIPE (.109" THICK) 067 42" X 29" CORRUGATED STEEL PIPE ARCH LF 325.0000 9,425.00 29.000 9,425 (.079" THICK) 068 49" X 33" CORRUGATED STEEL PIPE ARCH LF 400.0000 5,600.00 14.000 5,600 (.109" THICK) 069 57" X 38" CORRUGATED STEEL PIPE ARCH LF 415.0000 26,560.00 64.000 26,560 (.109" THICK) 070 64" X 43" CORRUGATED STEEL PIPE ARCH LF 425.0000 14,875.00 35.000 14,875 (.109" THICK) 071 71" X 47" CORRUGATED STEEL PIPE ARCH LF 650.0000 44,850.00 72.500 47,125 (.138" THICK) 072 83" X 57" CORRUGATED STEEL PIPE ARCH LF 700.0000 16,100.00 23.000 16,100 (.138" THICK) 073 7'-11" X 5'-7" STRUCTURAL STEEL PLATE LF 850.0000 23,800.00 28.000 23,800 PIPE ARCH (.138" THICK) 074 8'-2" X 5'-9" STRUCTURAL STEEL PLATE LF 900.0000 64,800.00 72.000 64,800 PIPE ARCH (.138" THICK) 075 10'-3" X 6'-9" STRUCTURAL STEEL PLATE LF 2,000.0000 22,000.00 11.000 22,000 PIPE ARCH (.138" THICK) 076 11'-5" X 7'-3" STRUCTURAL STEEL PLATE LF 3,000.0000 21,000.00 7.000 21,000 PIPE ARCH (.138" THICK) PROGRAM CAS145 PAGE 4 DATE 07/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1604 TIME 02:27 PM ESTIMATE NO. 018 BID OPENING 07/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 07/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12'-6" X 7'-11" STRUCTURAL STEEL PLATE LF 1,500.0000 67,500.00 45.000 67,500 PIPE ARCH (.138" THICK) 078 36" CORRUGATED STEEL PIPE INLET LF 1,500.0000 36,000.00 24.000 36,000 (.079" THICK) 079 36" CORRUGATED STEEL PIPE RISER LF 1,500.0000 64,500.00 43.000 64,500 (.109" THICK) 080 24" STEEL FLARED END SECTION EA 1,500.0000 13,500.00 9.000 13,500 081 30" STEEL FLARED END SECTION EA 1,600.0000 16,000.00 10.000 16,000 082 36" STEEL FLARED END SECTION EA 2,000.0000 46,000.00 23.000 46,000 083 42" STEEL FLARED END SECTION EA 2,500.0000 50,000.00 20.000 50,000 084 48" STEEL FLARED END SECTION EA 2,800.0000 36,400.00 13.000 36,400 085 54" STEEL FLARED END SECTION EA 3,000.0000 18,000.00 6.000 18,000 086 60" STEEL FLARED END SECTION EA 3,700.0000 33,300.00 9.000 33,300 087 42" X 29" STEEL FLARED END PIPE ARCH EA 2,000.0000 4,000.00 2.000 4,000 SECTION 088 49" X 33" STEEL FLARED END PIPE ARCH EA 2,400.0000 2,400.00 1.000 2,400 SECTION 089 57" X 38" STEEL FLARED END PIPE ARCH EA 3,300.0000 9,900.00 3.000 9,900 SECTION 090 64"X43" STEEL FLARED END PIPE ARCH EA 3,500.0000 7,000.00 2.000 7,000 SECTION 091 83"X57" STEEL FLARED END PIPE ARCH EA 8,500.0000 8,500.00 1.000 8,500 SECTION 092 REMOVE HEADWALL EA 4,000.0000 60,000.00 15.000 60,000 093 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 22,000.00 22.000 22,000 094 REMOVE FLARED END SECTION (EA) EA 750.0000 112,500.00 150.000 112,500 095 CAP RISER EA 1,500.0000 3,000.00 2.000 3,000 096 ROCK SLOPE PROTECTION CY 95.0000 164,540.00 1,732.000 164,540 (F) (1/4 T, METHOD B) (CY) 097 ROCK SLOPE PROTECTION CY 95.0000 117,610.00 1,238.000 117,610 (F) (LIGHT, METHOD B) (CY) 098 ROCK SLOPE PROTECTION CY 95.0000 47,310.00 498.000 47,310 (F) (FACING, METHOD B) (CY) 099 ROCK SLOPE PROTECTION (1T, METHOD B) CY 95.0000 90,060.00 948.000 90,060 (F) 100 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 95.0000 323,760.00 3,408.000 323,760 (F) (CY) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 54,320.00 6,790.000 54,320 102 MISCELLANEOUS IRON AND STEEL LB 5.0000 12,600.00 2,520.000 12,600 (F) 103 SURVEY MONUMENT (TYPE D) EA 1,500.0000 33,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1604 TIME 02:27 PM ESTIMATE NO. 018 BID OPENING 07/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 07/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 25.0000 11,750.00 470.000 11,750 105 REMOVE FENCE LF 15.0000 11,550.00 770.000 11,550 106 TEMPORARY DESERT TORTOISE FENCE LF 10.0000 40,000.00 4,000.000 40,000 107 DELINEATOR (SPECIAL) EA 60.0000 6,600.00 110.000 6,600 108 GUARD RAILING DELINEATOR EA 45.0000 1,710.00 0.000 0 109 MARKER (CULVERT) EA 75.0000 33,750.00 350.000 26,250 110 RESET ROADSIDE SIGN EA 200.0000 400.00 0.000 0 111 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 47,950.00 1,370.000 47,950 112 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 72,000.00 610.000 45,750.00 610.000 45,750 113 CABLE RAILING LF 100.0000 220,100.00 2,051.000 205,100 (F) 114 CONNECT GUARD RAILING TO STRUCTURE EA 8,500.0000 25,500.00 3.000 25,500 (F) 115 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 12,000.00 3.000 12,000 116 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 1.000 2,000 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 REMOVE GUARDRAIL LF 20.0000 7,200.00 360.000 7,200 119 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 120 ORGANIC FERTILIZER LB 4.5000 46,350.00 1,230.000 5,535.00 1,230.000 5,535 121 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 20,000.00 4.000 20,000 PROGRAM CAS145 PAGE 6 DATE 07/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1604 TIME 02:27 PM ESTIMATE NO. 018 BID OPENING 07/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 07/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 132,193.54 11,163,065.54 ADJUSTMENT OF COMPENSATION 0.00 16,124,015.00 EXTRA WORK 82,500.00 3,175,462.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 214,693.54 30,462,543.17 122 MOBILIZATION LS 3,387,465.0000 3,387,465.00 1.000 3,387,465 ORIGINAL CONTRACT AMOUNT 33,975,000.00 TOTAL WORK COMPLETED 214,693.54 33,850,008.17 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 204,693.54 33,840,008.17 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 10/09/18 340 12/04/18 12/04/18 08/11/20 353 51 30 0 95% 95% PROGRESS IS SATISFACTORY PHAM, THANH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/20