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 07/22/19 EST. NO. 003 TIME 03:47 PM R.E. NAME: AVILA, XAVIER 08-1H0904 --------------------------------------------------------------------------- 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 07/22/19 EST. NO. 003 TIME 03:47 PM R.E. NAME: AVILA, XAVIER 08-1H0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQ APRIL CPR -10,000.00 001 INADEQ JUNE 2019 CPR -10,000.00 003 -10,000.00 -20,000.00 LIQUIDATED DAMAGES 31 X 3500= 108,500 -108,500.00 003 -108,500.00 -108,500.00 TOTAL DEDUCTIONS -118,500.00 -128,500.00 PROGRAM CAS145 PAGE 1 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H0904 TIME 03:47 PM ESTIMATE NO. 003 BID OPENING 05/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: AVILA, XAVIER DATE OF THIS ESTIMATE 07/22/19 LOCATION PROGRESS ESTIMATE 08-RIV-15-43.5/43.5 ----------------- ALL AMERICAN ASPHALT IN NORCO BETWEEN 0.8 MI N/O HIDDEN 400 EAST SIXTH STREET VALLEY PARKWAY AND SECOND ST CORONA CA 92879 FED. AID NO. N O N E CONSTRUCT A SECOND LEFT-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 1,100.0000 1,100.00 0.800 880.00 0.800 880 002 CONSTRUCTION AREA SIGNS LS 9,360.0000 9,360.00 0.250 2,340.00 0.750 7,020 003 TRAFFIC CONTROL SYSTEM LS 9,560.0000 9,560.00 0.250 2,390.00 0.750 7,170 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 594.00 270.000 594.00 270.000 594 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 2,436.50 5,637.000 3,100 006 TEMPORARY PAVEMENT MARKER EA 5.5000 715.00 72.000 396.00 130.000 715 007 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 15.5000 589.00 0.000 0 FOR CONSTRUCTION AREA SIGNS. 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 1,910.0000 1,910.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,100.0000 14,100.00 0.200 2,820.00 0.600 8,460 010 TEMPORARY RAILING (TYPE K) LF 14.3000 19,448.00 20.000 286.00 1,357.000 19,405 011 TEMPORARY CRASH CUSHION MODULE EA 170.0000 8,160.00 28.000 4,760 012 JOB SITE MANAGEMENT LS 3,635.0000 3,635.00 0.500 1,817.50 0.500 1,817 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,980.0000 1,980.00 1.000 1,980 014 TEMPORARY SOIL BINDER SQYD 1.1000 660.00 0.000 0 015 TEMPORARY COVER SQYD 2.3000 2,300.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 780.0000 1,560.00 1.000 780.00 2.000 1,560 017 TEMPORARY FIBER ROLL LF 2.7000 2,700.00 0.000 0 018 STREET SWEEPING LS 2,700.0000 2,700.00 0.200 540.00 0.700 1,890 019 TEMPORARY CONCRETE WASHOUT LS 1,650.0000 1,650.00 0.500 825.00 0.800 1,320 020 ROADWAY EXCAVATION CY 45.6000 65,664.00 546.930 24,940.01 1,537.740 70,120 021 ROADSIDE CLEARING LS 3,300.0000 3,300.00 0.300 990.00 0.700 2,310 022 ROCK BLANKET SQFT 27.5000 660.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H0904 TIME 03:47 PM ESTIMATE NO. 003 BID OPENING 05/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: AVILA, XAVIER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MAINTAIN EXISTING PLANTED AREAS LS 1,650.0000 1,650.00 0.330 544.50 0.660 1,089 024 PLANT ESTABLISHMENT WORK LS 1,650.0000 1,650.00 0.000 0 025 CHECK AND TEST EXISTING IRRIGATION LS 1,650.0000 1,650.00 0.500 825 FACILITIES 026 REMOVE IRRIGATION FACILITY LS 2,030.0000 2,030.00 1.000 2,030 027 CONTROL AND NEUTRAL CONDUCTORS LS 1,250.0000 1,250.00 0.000 0 (ARMOR-CLAD) 028 1 1/2" REMOTE CONTROL VALVE EA 630.0000 6,300.00 5.000 3,150.00 5.000 3,150 029 RISER SPRINKLER ASSEMBLY EA 50.0000 900.00 9.000 450.00 9.000 450 030 2 1/2" GATE VALVE EA 1,100.0000 1,100.00 1.000 1,100.00 1.000 1,100 031 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.5000 2,450.00 60.000 210.00 60.000 210 (F) LINE) 032 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.9000 7,995.00 280.000 1,092.00 280.000 1,092 (F) (SUPPLY LINE) 033 3" PLASTIC PIPE (CLASS 315) LF 6.1000 2,318.00 58.000 353.80 58.000 353 (F) (SUPPLY LINE) 034 BALL VALVE EA 1,050.0000 2,100.00 0.000 0 035 12" CORRUGATED STEEL PIPE CONDUIT LF 117.0000 6,435.00 25.000 2,925.00 25.000 2,925 (.064" THICK) 036 CLASS 2 AGGREGATE BASE (CY) CY 43.9000 27,657.00 146.240 6,419.94 689.560 30,271 037 PRIME COAT TON 700.0000 700.00 1.000 700 038 HOT MIX ASPHALT (TYPE A) TON 124.0000 63,240.00 573.200 71,076 039 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 140.0000 60,200.00 422.620 59,166.80 422.620 59,166 040 TACK COAT TON 700.0000 1,400.00 1.500 1,050.00 2.000 1,400 041 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 4.7000 17,296.00 1,341.000 6,302.70 4,416.000 20,755 042 REMOVE ASPHALT CONCRETE DIKE LF 11.0000 1,760.00 119.000 1,309.00 159.770 1,757 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.6000 11,704.00 2,066.670 11,573.35 2,066.670 11,573 044 JOINTED PLAIN CONCRETE PAVEMENT CY 640.0000 140,800.00 168.000 107,520.00 255.000 163,200 045 JOINT SEAL (PREFORMED COMPRESSION) LF 18.1000 20,091.00 1,146.000 20,742.60 1,146.000 20,742 046 ISOLATION JOINT SEAL (SILICONE) LF 13.8000 3,726.00 270.000 3,726.00 270.000 3,726 047 MINOR CONCRETE CY 4,600.0000 8,280.00 1.800 8,280 (F) 048 MINOR CONCRETE (MINOR STRUCTURE) CY 15,200.0000 3,040.00 0.200 3,040.00 0.200 3,040 (F) 049 18" REINFORCED CONCRETE PIPE LF 156.0000 57,720.00 400.000 62,400 PROGRAM CAS145 PAGE 3 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H0904 TIME 03:47 PM ESTIMATE NO. 003 BID OPENING 05/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: AVILA, XAVIER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 36" PRECAST CONCRETE PIPE INLET LF 424.0000 6,360.00 15.000 6,360 051 REMOVE GUTTER DRAIN CY 440.0000 440.00 1.000 440 052 REMOVE CULVERT (LF) LF 17.6000 6,336.00 400.000 7,040 053 REMOVE INLET EA 716.0000 1,432.00 2.000 1,432 054 MINOR CONCRETE (GUTTER) (CY) CY 1,090.0000 3,270.00 3.000 3,270 055 DETECTABLE WARNING SURFACE SQFT 27.5000 385.00 0.000 0 056 MINOR CONCRETE (MISCELLANEOUS CY 1,090.0000 1,308.00 1.200 1,308 CONSTRUCTION) 057 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 1,260.00 1.200 1,260 058 MINOR CONCRETE (SIDEWALK) CY 1,170.0000 10,530.00 3.200 3,744.00 10.830 12,671 059 MINOR CONCRETE (CURB AND CURB RAMP) CY 1,180.0000 708.00 0.600 708.00 0.600 708 060 REMOVE CONCRETE (CURB AND GUTTER) LF 27.5000 1,512.50 21.000 577.50 55.000 1,512 061 MISCELLANEOUS IRON AND STEEL LB 4.8000 3,408.00 710.000 3,408 (F) 062 REMOVE PAVEMENT MARKER EA 3.3000 429.00 54.000 178.20 130.000 429 063 DELINEATOR (CLASS 1) EA 71.6000 2,004.80 28.000 2,004 064 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 880.00 169.000 929.50 169.000 929 065 RESET ROADSIDE SIGN EA 388.0000 388.00 1.000 388.00 1.000 388 066 FURNISH LAMINATED PANEL SIGN(1" TYPE B) SQFT 38.6000 386.00 10.000 386.00 10.000 386 FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3000 2,754.00 0.000 0 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 ROADSIDE SIGN - ONE POST EA 332.0000 3,984.00 13.000 4,316.00 13.000 4,316 069 ROADSIDE SIGN - TWO POST EA 800.0000 800.00 1.000 800.00 1.000 800 070 THERMOPLASTIC PAVEMENT MARKING SQFT 7.2000 5,112.00 698.000 5,025.60 698.000 5,025 (ENHANCED WET NIGHT VISIBILITY) 071 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 5,472.00 3,928.000 3,731.60 3,928.000 3,731 (ENHANCED WET NIGHT VISIBILITY) 072 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 3,122.00 1,837.000 2,571.80 1,837.000 2,571 (ENHANCED WET NIGHT VISIBILITY) 073 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,915.50 1,990.000 1,691.50 3,430.000 2,915 074 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.7500 1,320.00 324.000 891.00 480.000 1,320 075 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,430.0000 1,430.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H0904 TIME 03:47 PM ESTIMATE NO. 003 BID OPENING 05/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: AVILA, XAVIER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MODIFYING EXISTING ELECTRICAL SYSTEM LS 108,000.0000 108,000.00 0.460 49,680.00 0.460 49,680 PROGRAM CAS145 PAGE 5 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H0904 TIME 03:47 PM ESTIMATE NO. 003 BID OPENING 05/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: AVILA, XAVIER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 345,892.90 718,324.99 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 345,892.90 718,324.99 ORIGINAL CONTRACT AMOUNT 786,170.30 TOTAL WORK COMPLETED 345,892.90 718,324.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -118,500.00 -128,500.00 TOTAL 227,392.90 589,824.99 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 07/09/18 65 04/29/19 04/29/19 09/30/19 66 115 0 0 86% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE CONSTR. 31 DAYS LATE AVILA, XAVIER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/19