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 07/02/19 EST. NO. 007 TIME 12:45 PM R.E. NAME: DONALD HIURA 06-0V5604 --------------------------------------------------------------------------- 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 07/02/19 EST. NO. 007 TIME 12:45 PM R.E. NAME: DONALD HIURA 06-0V5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 REC'D PAYROLL EST.03 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/02/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5604 TIME 12:45 PM ESTIMATE NO. 007 BID OPENING 05/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/19 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 07/02/19 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-FRE-99-16.0/ .0 ---------------------------------- DAWSON-MAULDIN IN FRESNO COUNTY ON ROUTE 99 FROM CONSTRUCTION,INC. 0.4 MI N OF CHESTNUT AVE OC TO 0.4 P.O. BOX 8397 MI S OF SOUTH CALWA OH HUNTINGTON BEACH CA 92615 FED. AID NO. ACNH-P099(619)E WIDEN RAMP & INSTALL TRAFFIC SIGNAL ------------------------------------------------------------------------------------------------------------------------------------ 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 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 1.000 9,500 003 TRAFFIC CONTROL SYSTEM LS 128,000.0000 128,000.00 1.000 128,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 3,510.00 1,420.000 4,260 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 400.00 0.000 0 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 400.00 10.000 400 007 TEMPORARY PAVEMENT MARKER EA 25.0000 625.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 1.000 12,000 009 TEMPORARY RAILING (TYPE K) LF 25.0000 21,000.00 840.000 21,000 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,200.00 11.000 2,200 011 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 1.000 70,000 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 013 TEMPORARY MULCH SQYD 0.2500 50.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 350.00 0.000 0 015 TEMPORARY FIBER ROLL LF 4.0000 6,000.00 0.000 0 016 TEMPORARY GRAVEL BAG BERM LF 12.0000 480.00 0.000 0 017 STREET SWEEPING LS 9,000.0000 9,000.00 1.000 9,000 018 TEMPORARY CONCRETE WASHOUT LS 400.0000 400.00 1.000 400 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.8000 1,062.00 429.000 772 STRIPE (HAZARDOUS WASTE) 020 TREATED WOOD WASTE LB 0.5000 1,680.00 903.000 451 021 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 9,000.00 1,140.000 6,840 022 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 07/02/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5604 TIME 12:45 PM ESTIMATE NO. 007 BID OPENING 05/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/19 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 07/02/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 135.0000 55,350.00 409.000 55,215 024 DITCH EXCAVATION CY 68.0000 9,520.00 135.000 9,180 025 IMPORTED BORROW (CY) CY 20.0000 33,200.00 2,075.000 41,500 026 SOIL AMENDMENT CY 150.0000 195.00 1.260 189 027 PACKET FERTILIZER EA 3.0000 126.00 42.000 126 028 PLANT (GROUP A) EA 42.0000 1,764.00 42.000 1,764 029 MAINTAIN EXISTING PLANTED AREAS LS 2,000.0000 2,000.00 1.000 2,000 030 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 1.000 2,000 031 WOOD MULCH CY 76.0000 7,068.00 93.000 7,068 032 CHECK AND TEST EXISTING IRRIGATION LS 3,000.0000 3,000.00 1.000 3,000 FACILITIES 033 OPERATE EXISTING IRRIGATION FACILITIES LS 500.0000 500.00 1.000 500 034 CONTROL AND NEUTRAL CONDUCTORS LS 6,400.0000 6,400.00 1.000 6,400 (ARMOR-CLAD) 035 RISER SPRINKLER ASSEMBLY EA 59.0000 2,478.00 42.000 2,478 036 3" GATE VALVE EA 3,000.0000 3,000.00 1.000 3,000 037 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 3,685.00 335.000 3,685 (F) LINE) 038 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 13.0000 1,235.00 95.000 1,235 (F) LINE) 039 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 3,360.00 240.000 3,360 (F) (SUPPLY LINE) 040 3" PLASTIC PIPE (CLASS 315) LF 17.0000 6,324.00 372.000 6,324 (F) (SUPPLY LINE) 041 8" WELDED STEEL PIPE CONDUIT LF 200.0000 4,000.00 13.000 2,600 042 HYDROMULCH SQFT 0.0300 948.00 31,580.000 947 043 HYDROSEED SQFT 0.1200 3,792.00 31,580.000 3,789 044 CLASS 2 AGGREGATE BASE (CY) CY 112.0000 39,200.00 341.910 38,293 045 ASPHALT-RUBBER BINDER TON 3,500.0000 24,500.00 6.540 22,890 046 PRECOATED AGGREGATE (SEAL COAT) TON 100.0000 500.00 40.680 4,068 047 HOT MIX ASPHALT (TYPE A) TON 160.0000 161,600.00 1,239.820 198,371 048 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 6,570.00 797.000 7,173 049 PLACE HOT MIX ASPHALT SQYD 300.0000 4,200.00 6.940 2,082 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 07/02/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5604 TIME 12:45 PM ESTIMATE NO. 007 BID OPENING 05/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/19 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 07/02/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 500.0000 550.00 0.650 325 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 8,715.00 2,568.000 8,988 052 CONCRETE BACKFILL (PIPE TRENCH) CY 550.0000 3,850.00 7.000 3,850 (F) 053 24" REINFORCED CONCRETE PIPE LF 144.0000 28,800.00 182.100 26,222 054 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 170.0000 7,480.00 42.000 7,140 (.079" THICK) 055 12" ENTRANCE TAPER EA 1,900.0000 1,900.00 1.000 1,900 056 12" STEEL FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900 057 24" STEEL FLARED END SECTION EA 2,200.0000 8,800.00 4.000 8,800 058 REMOVE DOWNDRAIN (EA) EA 500.0000 500.00 1.000 500 059 MINOR CONCRETE (MISCELLANEOUS CY 850.0000 22,950.00 30.170 25,644 CONSTRUCTION) 060 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 2,800.00 151.500 1,515 061 REMOVE PAVEMENT MARKER EA 5.0000 125.00 25.000 125 062 DELINEATOR (CLASS 1) EA 65.0000 1,105.00 14.000 910 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 550.00 120.000 600 064 OBJECT MARKER (TYPE K-1) EA 65.0000 130.00 2.000 130 065 REMOVE ROADSIDE SIGN EA 25.0000 275.00 11.000 275 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 798.00 58.000 812 (0.063"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 520.00 51.500 515 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 480.00 35.000 560 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 410.00 86.500 432 070 ROADSIDE SIGN - ONE POST EA 350.0000 5,600.00 17.000 5,950 071 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 1.000 500 072 CONCRETE BARRIER (TYPE 60) LF 250.0000 52,500.00 204.000 51,000 073 REMOVE GUARDRAIL LF 40.0000 2,000.00 77.000 3,080 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 5,643.00 6,136.000 5,522 075 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 360.00 264.000 528 PROGRAM CAS145 PAGE 4 DATE 07/02/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5604 TIME 12:45 PM ESTIMATE NO. 007 BID OPENING 05/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/19 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 07/02/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 5,700.00 861.670 4,308 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 450.00 148.000 444 (BROKEN 17-7) 078 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,360.00 781.000 3,124 079 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 495.00 77.000 385 080 SIGNAL AND LIGHTING SYSTEM LS 225,000.0000 225,000.00 1.000 225,000 081 MODIFYING EXISTING ELECTRICAL SYSTEM LS 9,000.0000 9,000.00 1.000 9,000 PROGRAM CAS145 PAGE 5 DATE 07/02/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V5604 TIME 12:45 PM ESTIMATE NO. 007 BID OPENING 05/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/19 R.E. NAME: DONALD HIURA DATE OF THIS ESTIMATE 07/02/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 1,110,548.97 ADJUSTMENT OF COMPENSATION 0.00 733.57 EXTRA WORK 0.00 3,194.32 SUBTOTAL AMOUNT EARNED 0.00 1,114,476.86 ORIGINAL CONTRACT AMOUNT 1,080,918.00 TOTAL WORK COMPLETED 0.00 1,114,476.86 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 1,114,476.86 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/25/18 70 09/24/18 09/24/18 06/13/19 39 134 0 0 100% 100% DONALD HIURA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/02/19