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 10/20/22 EST. NO. 017 TIME 09:07 AM R.E. NAME: KOURY, PETER 08-1G0004 --------------------------------------------------------------------------- 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 10/20/22 EST. NO. 017 TIME 09:07 AM R.E. NAME: KOURY, PETER 08-1G0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 -10,000.00 007 FHWA 1391 RLS 10,000.00 009 0.00 0.00 LABOR COMPLIANCE VIOLATION MAY 2021 -1,000.00 004 JUNE 2021 -10,000.00 005 JULY 2021 -10,000.00 006 AUGUST 2021 -10,000.00 007 MAY 2021 RLS 1,000.00 008 NOVEMBER 2021 -5,000.00 010 JANUARY 2022 -10,000.00 012 AA DEDUCTION -8,000.00 013 NOVEMBER 2021 5,000.00 013 AUGUST 2021 10,000.00 015 RELEASE 38,000.00 016 0.00 0.00 LIQUIDATED DAMAGES LD DEDUCTION -938,400.00 014 RELEASE 938,400.00 016 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0004 TIME 09:07 AM ESTIMATE NO. 017 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 10/20/22 LOCATION FINAL ESTIMATE 08-RIV-95-14.5/35.6 -------------- DREAMBUILDER CONSTRUCTION CORP AT VAR LOCS FR 4 MI N/O PALO VERDE DBA DREAMBUILDER DAM RD TO 0.6 MI S/O SAN BERNARDINO 18543 YORBA LINDA BLVD # 376; CO LINE YORBA LINDA CA 92886 FED. AID NO. ACST-S095(36)E CONSTRUCT CONCRETE/RSP APRONS & ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 1.000 4,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 450.0000 45,000.00 110.000 49,500 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 5.000 10,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 7.000 1,400 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 1.000 8,500 007 TRAFFIC CONTROL SYSTEM LS 268,000.0000 268,000.00 1.000 268,000 008 FLASHING ARROW SIGN EA 450.0000 8,100.00 18.000 8,100 009 TYPE III BARRICADE EA 56.0000 3,024.00 54.000 3,024 010 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 8,000.00 60.000 1,200 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 49,000.0000 49,000.00 1.000 49,000 012 TEMPORARY RAILING (TYPE K) LF 16.0000 57,600.00 900.000 14,400 013 TEMPORARY CRASH CUSHION MODULE EA 51.0000 20,400.00 100.000 5,100 014 JOB SITE MANAGEMENT LS 7,000.0000 7,000.00 1.000 7,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,100.0000 2,100.00 1.000 2,100 PLAN 016 TEMPORARY SOIL BINDER SQYD 1.1500 1,380.00 0.000 0 017 TEMPORARY FIBER ROLL LF 5.4000 8,100.00 880.000 4,752 018 TEMPORARY GRAVEL BAG BERM LF 10.0000 10,000.00 250.000 2,500 019 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 10.000 15,000 020 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 1.000 5,500 021 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1500 9,027.50 5,949.700 6,842 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 10/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0004 TIME 09:07 AM ESTIMATE NO. 017 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 10/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 95,000.0000 95,000.00 1.000 95,000 024 NATURAL RESOURCE PROTECTION PLAN LS 2,800.0000 2,800.00 1.000 2,800 025 CLEARING AND GRUBBING (LS) LS 8,000.0000 8,000.00 1.000 8,000 026 ROADWAY EXCAVATION CY 56.0000 217,280.00 3,871.000 216,776 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 570.0000 1,710.00 3.000 1,710 028 DUFF (SQFT) SQFT 0.0300 2,742.00 0.000 0 029 HYDROSEED SQFT 0.0900 16,650.00 160,898.000 14,480 030 INCORPORATE MATERIALS SQFT 0.0700 6,398.00 0.000 0 031 CLASS 2 AGGREGATE BASE (CY) CY 180.0000 172,800.00 784.730 141,251 032 PRIME COAT TON 910.0000 2,730.00 0.000 0 033 HOT MIX ASPHALT (TYPE A) TON 221.0000 645,320.00 3,187.880 704,521 034 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 285.0000 4,275.00 15.000 4,275 035 TACK COAT TON 910.0000 1,820.00 2.000 1,820 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 34.0000 155,720.00 6,320.630 214,901 037 STRUCTURAL CONCRETE CY 950.0000 674,500.00 710.000 674,500 (F) 038 STRUCTURAL CONCRETE, BOX CULVERT CY 2,700.0000 607,500.00 225.000 607,500 (F) 039 STRUCTURAL CONCRETE, HEADWALL CY 1,600.0000 211,200.00 132.000 211,200 (F) 040 STRUCTURAL STEEL LB 7.0000 4,970.00 710.000 4,970 (F) 041 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.4800 55,304.00 10,233.230 25,378 042 48" BITUMINOUS COATED CORRUGATED STEEL LF 465.0000 102,300.00 220.000 102,300 PIPE (.138" THICK) 043 54" BITUMINOUS COATED CORRUGATED STEEL LF 542.0000 34,688.00 64.000 34,688 PIPE (.138" THICK) 044 57"X38" BITUMINOUS COATED CORRUGATED LF 478.0000 129,060.00 263.000 125,714 STEEL PIPE ARCH (.138" THICK) 045 64"X43" BITUMINOUS COATED CORRUGATED LF 470.0000 30,080.00 64.000 30,080 STEEL PIPE ARCH (.138" THICK) ARCH CSP 046 12" BITUMINOUS COATED CORRUGATED STEEL LF 73.0000 2,482.00 34.000 2,482 PIPE DOWNDRAIN (.079" THICK) 047 48" BITUMINOUS COATED STEEL FLARED END EA 4,600.0000 13,800.00 3.000 13,800 SECTION 048 64"X43" BITUMINOUS FLARED END PIPE EA 2,300.0000 2,300.00 1.000 2,300 ARCH SECTION (.138" THICK) 049 57"X38" BITUMINOUS FLARED END PIPE EA 5,000.0000 20,000.00 4.000 20,000 ARCH SECTION (.138" THICK) PROGRAM CAS145 PAGE 3 DATE 10/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0004 TIME 09:07 AM ESTIMATE NO. 017 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 10/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 54" BITUMINOUS COATED STEEL FLARED END EA 2,850.0000 2,850.00 1.000 2,850 SECTION 051 REMOVE PIPE (LF) LF 266.0000 204,820.00 762.000 202,692 052 CONCRETED-ROCK SLOPE PROTECTION CY 235.0000 133,950.00 564.800 132,728 (150 LB, CLASS III, METHOD A) (CY) 053 CONCRETED-ROCK SLOPE PROTECTION CY 233.0000 337,850.00 1,450.000 337,850 (F) (1/4 T, CLASS V, METHOD B) (CY) 054 CONCRETED-ROCK SLOPE PROTECTION CY 249.0000 194,220.00 775.200 193,024 (1T, METHOD B) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.8000 7,196.00 2,569.800 7,195 056 MISCELLANEOUS IRON AND STEEL LB 3.0000 30,300.00 10,100.000 30,300 (F) 057 TEMPORARY DESERT TORTOISE FENCE LF 15.0000 27,000.00 1,501.000 22,515 058 REMOVE PAVEMENT MARKER EA 1.1500 425.50 295.000 339 059 PAVEMENT MARKER EA 23.0000 8,510.00 258.000 5,934 (RETROREFLECTIVE-RECESSED) 060 MARKER (CULVERT) EA 125.0000 5,000.00 40.000 5,000 061 OBJECT MARKER (TYPE P) EA 125.0000 4,500.00 6.000 750 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,200.00 200.000 2,200 (0.063"-UNFRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 8,320.00 640.000 8,320 (0.080"-UNFRAMED) 064 ROADSIDE SIGN - ONE POST EA 562.0000 22,480.00 40.000 22,480 065 CABLE RAILING LF 135.0000 31,050.00 230.000 31,050 (F) 066 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 8,109.20 7,862.700 7,626 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1500 34,830.00 13,414.000 28,840 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0004 TIME 09:07 AM ESTIMATE NO. 017 BID OPENING 10/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 10/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,811,562.10 ADJUSTMENT OF COMPENSATION 0.00 297,324.55 EXTRA WORK 0.00 182,716.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 5,291,603.26 068 MOBILIZATION LS 514,789.8000 514,789.80 1.000 514,789 ORIGINAL CONTRACT AMOUNT 5,383,061.00 TOTAL WORK COMPLETED 0.00 5,806,393.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 5,806,393.06 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 11/20/20 100 01/26/21 01/15/21 01/20/22 110 116 10 0 100% 100% KOURY, PETER RESIDENT ENGINEER