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 04/23/20 EST. NO. 027 TIME 11:38 AM R.E. NAME: CLAY LOMAX 06-0S4704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0076 5,537.73 E.W. @ F.A.(+) 053119 N 0164.0 0077 7,480.02 062819 N 0167.0 0078 5,322.52 090319 N 0168.0 0079 6,515.13 090719 N 0169.0 0082 19,613.12 050119 N 0178.0 0083 25,740.75 050219 N 0179.0 0084 27,274.54 050319 N 0180.0 0087 30,711.51 090619 N 0184.0 128,195.32 TOTAL THIS ESTIMATE 2,448,523.55 TOTAL PREVIOUS ESTIMATE 2,576,718.87 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 04/23/20 EST. NO. 027 TIME 11:38 AM R.E. NAME: CLAY LOMAX 06-0S4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM UPDATE -107,000.00 002 FAILED GRADATION CL2 -1,000.00 003 RELEASE CPM UPDATE 107,000.00 003 MISSING CPM SWPPP -317,000.00 007 MISSING CPM SWPPP 317,000.00 008 MISSING ANN CEM-4401 -10,000.00 010 REC'D ANN CEM-4401 10,000.00 011 MISSING CPM UPDATES -233,000.00 013 REC'D CPM UPDATES 233,000.00 014 ANTICIPATED LD 15DAY -202,500.00 020 MISSING HQ SWPPP -86,985.76 021 ANT LIQ 8DAYS/$13500 -108,000.00 022 REC'D MISS SWPPP HQ 86,985.76 024 REL ANT LDS 23 DAYS 310,500.00 024 PERFORMANCE WITHHOLD -310,188.20 025 APPROACH SLAB CEMENT -297.50 026 NON-COMP CRCP THICK -24,071.19 026 REL PERFORM WITHHOLD 310,188.20 026 UNFINISHED WORK -75,000.00 026 0.00 -100,368.69 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -3,000.00 002 REC'D PAYROLL EST.02 3,000.00 003 MISSING PAYROLLS -3,000.00 004 REC'D PAYROLL EST.04 3,000.00 005 MISSING PAYROLL -10,000.00 008 MISSING PAYROLL -5,000.00 010 MISSING PAYROLL -5,000.00 012 MISSING PAYROLL -10,000.00 013 MISSING PAYROLL -5,000.00 015 MISSING PAYROLL -10,000.00 016 MISSING PAYROLL -10,000.00 017 REC'D PAYROLL EST.08 10,000.00 017 REC'D PAYROLL EST.10 5,000.00 017 MISSING PAYROLL -10,000.00 018 MISSING PAYROLL -10,000.00 019 MISSING PAYROLL -10,000.00 020 MISSING PAYROLL -10,000.00 021 MISSING PAYROLL -10,000.00 022 MISSING PAYROLL -10,000.00 023 REC'D PAYROLL EST.17 10,000.00 023 REC'D PAYROLL EST.18 10,000.00 023 MISSING PAYROLL -10,000.00 024 REC'D PAYROLL EST.19 10,000.00 024 REC'D PAYROLL EST.21 10,000.00 024 REC'D PAYROLL EST.15 5,000.00 024 REC'D PAYROLL EST.23 10,000.00 024 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/23/20 EST. NO. 027 TIME 11:38 AM R.E. NAME: CLAY LOMAX 06-0S4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- REC'D PAYROLL EST.16 10,000.00 024 MISSING PAYROLL -10,000.00 025 REC'D PAYROLL EST.12 5,000.00 027 5,000.00 -50,000.00 TOTAL DEDUCTIONS 5,000.00 -150,368.69 PROGRAM CAS145 PAGE 1 DATE 04/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4704 TIME 11:38 AM ESTIMATE NO. 027 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: CLAY LOMAX DATE OF THIS ESTIMATE 04/23/20 LOCATION PROGRESS ESTIMATE 06-KER-58-R55.4/R59.7 ----------------- SECURITY PAVING COMPANY, INC. IN BAKERSFIELD FROM COTTONWOOD RD. 3075 TOWNSGATE ROAD, STE 200 UNDERCROSSING TO 0.3 MILES EAST OF WESTLAKE VILLAGE CA 91361 RTE 58/184 SEPARATION FED. AID NO. ACNH-P058(126)E PAVEMENT REHABILITATION (2R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.056 280.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,600.0000 1,650,000.00 324.000 2,138,400 004 CONSTRUCTION AREA SIGNS LS 66,500.0000 66,500.00 0.100 6,650.00 1.000 66,500 005 TRAFFIC CONTROL SYSTEM LS 505,000.0000 505,000.00 0.056 28,280.00 1.000 505,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1600 70,720.00 335,304.000 53,648 007 CHANNELIZER (SURFACE MOUNTED) EA 37.5000 72,000.00 663.000 24,862 008 TRAFFIC PLASTIC DRUM EA 43.0000 21,500.00 500.000 21,500 009 TEMPORARY PAVEMENT MARKER EA 2.6000 17,706.00 2,935.000 7,631 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 011 TEMPORARY RAILING (TYPE K) LF 8.2500 795,300.00 87,962.530 725,690 012 TEMPORARY CRASH CUSHION MODULE EA 175.0000 84,000.00 328.000 57,400 013 JOB SITE MANAGEMENT LS 30,500.0000 30,500.00 1.000 30,500 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 TEMPORARY SOIL BINDER SQYD 0.5500 2,750.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 33,000.00 121.000 33,275 018 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 0.000 0 020 STREET SWEEPING LS 68,500.0000 68,500.00 1.000 68,500 021 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 14,336.00 34,460.000 11,027 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 04/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4704 TIME 11:38 AM ESTIMATE NO. 027 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: CLAY LOMAX DATE OF THIS ESTIMATE 04/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.2700 8,586.00 20,280.000 5,475 024 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 025 ROADWAY EXCAVATION CY 22.7000 1,307,520.00 55,492.450 1,259,678 026 SHOULDER BACKING TON 45.0000 108,000.00 2,206.000 99,270 027 WOOD MULCH CY 59.0000 194,700.00 3,417.700 201,644 028 RUBBER MAT SQYD 155.0000 144,150.00 1,716.890 266,117 029 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 190.0000 380.00 2.000 380.00 2.000 380 030 EROSION (DRILL SEED) (SQYD) SQYD 0.2500 29,250.00 121,811.000 30,452 031 HYDROMULCH SQFT 0.0300 34,500.00 1,075,660.000 32,269 032 HYDROSEED SQFT 0.0900 8,802.00 97,731.000 8,795 033 CLASS 2 AGGREGATE BASE (CY) CY 42.9000 423,852.00 10,648.520 456,821 034 HOT MIX ASPHALT (TYPE A) TON 85.0000 4,505,000.00 -86.140 -7,321.90 54,684.070 4,648,145 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 122.2500 803,182.50 0.000 0 036 PLACE HOT MIX ASPHALT SQYD 24.5000 20,580.00 840.000 20,580.00 1,652.000 40,474 (MISCELLANEOUS AREA) 037 TACK COAT TON 550.0000 23,100.00 10.980 6,039 038 CONTINUOUSLY REINFORCED CONCRETE CY 228.0000 10,670,400.00 49,287.500 11,237,550 PAVEMENT 039 CONTINUOUSLY REINFORCED CONCRETE CY 357.0000 1,670,760.00 0.000 0 PAVEMENT (RSC) 040 DRILL AND BOND (DOWEL BAR) EA 20.0000 104,600.00 0.000 0 041 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 96,000.00 186.300 111,780 042 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 15.0000 661,500.00 42,664.500 639,967 043 REMOVE CONCRETE PAVEMENT AND BASE CY 28.0000 742,000.00 24,072.430 674,028 044 GRIND EXISTING CONCRETE SQYD 5.9500 702,100.00 113,494.000 675,289 PAVEMENT 045 REMOVE 24" DIAMETER CONCRETE FOOTING EA 750.0000 8,250.00 5.000 3,750.00 5.000 3,750 046 60" CAST-IN-DRILLED-HOLE CONCRETE LF 975.0000 21,450.00 22.000 21,450 PILE (SIGN FOUNDATION) 047 STRUCTURAL CONCRETE, APPROACH SLAB CY 930.0000 1,033,230.00 34.000 31,620.00 955.840 888,931 (TYPE R) 048 PAVING NOTCH EXTENSION CF 270.0000 134,460.00 410.680 110,883 049 JOINT SEAL (MR 1/2") LF 84.5000 56,953.00 667.000 56,361 PROGRAM CAS145 PAGE 3 DATE 04/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4704 TIME 11:38 AM ESTIMATE NO. 027 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: CLAY LOMAX DATE OF THIS ESTIMATE 04/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 56,129.80 14,771.000 56,129 (F) 051 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 6,646.95 2,954.200 1,329.39 14,771.000 6,646 (F) 052 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 115.0000 46,000.00 327.000 37,605 053 REMOVE PIPE (LF) LF 25.0000 10,000.00 327.000 8,175 054 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 8,000.00 8.000 8,000.00 8.000 8,000 055 ADJUST INLET EA 2,500.0000 145,000.00 11.000 27,500.00 58.000 145,000 056 MINOR CONCRETE (PCC DIKE, TYPE E) LF 43.0000 1,505,000.00 26,972.000 1,159,796 057 MINOR CONCRETE (PCC DIKE, TYPE C) LF 45.0000 54,450.00 790.000 35,550 058 MINOR CONCRETE (PCC DIKE, TYPE F) LF 45.0000 8,100.00 505.000 22,725 059 SURVEY MONUMENT (TYPE A) EA 1,250.0000 17,500.00 0.000 0 060 REMOVE PAVEMENT MARKER EA 0.5500 5,137.00 0.000 0 061 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1500 4,708.50 2,995.000 6,439 062 OBJECT MARKER (TYPE L-2) EA 110.0000 1,540.00 14.000 1,540 063 REMOVE ROADSIDE SIGN EA 160.0000 1,600.00 10.000 1,600 064 REMOVE ROADSIDE SIGN EA 100.0000 3,600.00 36.000 3,600 (STRAP AND SADDLE BRACKET METHOD) 065 RESET ROADSIDE SIGN (STRAP AND SADDLE EA 270.0000 270.00 1.000 270 BRACKET METHOD) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 2,160.00 152.890 2,064 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 580.00 40.000 580 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 9,120.00 375.000 9,000 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.4000 3,648.00 200.000 1,280.00 575.000 3,680 070 ROADSIDE SIGN - TWO POST EA 615.0000 6,150.00 10.000 6,150 071 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,860.00 36.000 4,860 METHOD) 072 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.0000 38,080.00 1,186.500 37,968 073 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 48.1500 44,779.50 937.500 45,140 (STEEL POST) 074 THRIE BEAM CONNECTION (TYPE 9) EA 4,500.0000 9,000.00 2.000 9,000.00 2.000 9,000 PROGRAM CAS145 PAGE 4 DATE 04/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4704 TIME 11:38 AM ESTIMATE NO. 027 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: CLAY LOMAX DATE OF THIS ESTIMATE 04/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 TRANSITION RAILING (TYPE WB-31) EA 4,815.0000 67,410.00 14.000 67,410 076 RAIL TENSIONING ASSEMBLY EA 830.0000 7,470.00 8.000 6,640 077 END ANCHOR ASSEMBLY (TYPE SFT) EA 910.0000 11,830.00 13.000 11,830 078 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,425.0000 27,400.00 8.000 27,400 079 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,915.0000 26,235.00 10.000 29,150 080 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,885.0000 52,965.00 9.000 52,965 081 CONCRETE BARRIER TRANSITION LF 473.0000 119,196.00 248.340 117,464 082 REMOVE APPROACH GUARD RAILING (TYPE 8) LF 8.5500 1,197.00 132.500 1,132.88 132.500 1,132 083 REMOVE GUARDRAIL LF 5.3500 12,840.00 2,292.500 12,264 084 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1600 14,576.00 91,040.000 14,566 085 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.7500 416,250.00 88,768.000 332,880 086 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.3000 130,290.00 7,643.000 32,864 087 PAVEMENT MARKING TAPE (WARRANTY) SQFT 16.0000 5,440.00 294.000 4,704 088 6" TRAFFIC STRIPE TAPE (BROKEN 17-7) LF 2.0500 2,583.00 756.000 1,549 (WARRANTY) (CONTRAST TREATMENT) 089 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 2.0500 57,605.00 22,176.000 45,460 (WARRANTY) (CONTRAST TREATMENT) 090 REMOVE PAINTED TRAFFIC STRIPE LF 0.1600 70,720.00 80,782.000 12,925 091 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 19,712.00 0.000 0 092 12" RUMBLE STRIP STA 52.0000 23,400.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 093 12" RUMBLE STRIP STA 141.0000 63,450.00 0.000 0 (CONCRETE PAVEMENT) 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,750.0000 3,750.00 1.000 3,750 SYSTEM ELEMENTS DURING CONSTRUCTION 095 TRAFFIC MONITORING STATION SYSTEM LS 481,500.0000 481,500.00 1.000 481,500 096 CHANGEABLE MESSAGE SIGN SYSTEM LS 32,000.0000 32,000.00 1.000 32,000 097 CLOSED CIRCUIT TELEVISION SYSTEM LS 16,100.0000 16,100.00 1.000 16,100 098 MODIFYING EXISTING ELECTRICAL SYSTEM LS 776,000.0000 776,000.00 1.000 776,000 PROGRAM CAS145 PAGE 5 DATE 04/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4704 TIME 11:38 AM ESTIMATE NO. 027 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: CLAY LOMAX DATE OF THIS ESTIMATE 04/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 132,460.37 28,996,569.87 ADJUSTMENT OF COMPENSATION 0.00 242,923.32 EXTRA WORK 128,195.32 2,333,795.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 260,655.69 31,573,288.74 099 MOBILIZATION LS 1,450,000.0000 1,450,000.00 1.000 1,450,000 ORIGINAL CONTRACT AMOUNT 32,942,096.25 TOTAL WORK COMPLETED 260,655.69 33,023,288.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -150,368.69 TOTAL 265,655.69 32,872,920.05 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 02/02/18 250 03/29/18 03/29/18 04/30/20 324 189 74 0 96% 100% PROGRESS IS SATISFACTORY CLAY LOMAX RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/20