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 07/21/23 EST. NO. 009 TIME 06:07 PM R.E. NAME: DOUGHLY, JOE 07-324804 --------------------------------------------------------------------------- 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 07/21/23 EST. NO. 009 TIME 06:07 PM R.E. NAME: DOUGHLY, JOE 07-324804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-324804 TIME 06:07 PM ESTIMATE NO. 009 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DOUGHLY, JOE DATE OF THIS ESTIMATE 07/21/23 LOCATION PROGRESS ESTIMATE 07-LA-57-5.0/5.2 ----------------- HIGHLAND CONSTRUCTION, INC. IN AND NEAR DIAMOND BAR AT THE 133 N. PIXLEY STREET; SOUTHBOUND OFFRAMP AND ONRAMP AT ORANGE CA 92868 SUNSET CROSSING ROAD FED. AID NO. N O N E CONSTRUCT MAINTENANCE VEHICLE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 700.0000 98,000.00 140.000 98,000 003 CONSTRUCTION AREA SIGNS LS 13,200.0000 13,200.00 1.000 13,200 004 TRAFFIC CONTROL SYSTEM LS 89,700.0000 89,700.00 1.000 89,700 005 TYPE II BARRICADE EA 78.0000 312.00 4.000 312 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 6.0000 2,340.00 390.000 2,340 007 CHANNELIZER (SURFACE MOUNTED) EA 7.0000 175.00 25.000 175 008 TEMPORARY RAILING (TYPE K) LF 64.0000 17,920.00 280.000 17,920 009 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,350.0000 8,700.00 2.000 8,700 010 JOB SITE MANAGEMENT LS 1,200.0000 1,200.00 1.000 1,200 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,100.0000 2,100.00 1.000 2,100 012 TEMPORARY CHECK DAM LF 5.0000 750.00 150.000 750 013 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 375.00 3.000 375 014 TEMPORARY FIBER ROLL LF 7.0000 1,820.00 260.000 1,820 015 TEMPORARY GRAVEL BAG BERM LF 7.0000 105.00 15.000 105 016 TEMPORARY CONCRETE WASHOUT LS 1,200.0000 1,200.00 1.000 1,200 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 7.0000 9,940.00 1,422.000 9,954 STRIPE (HAZARDOUS WASTE) 018 ROADWAY EXCAVATION (TYPE CM) CY 127.0000 67,310.00 530.000 67,310 (ARSENIC-CONTAINING SOIL) 019 TREATED WOOD WASTE LB 5.0000 2,100.00 420.000 2,100 020 CLEARING AND GRUBBING (LS) LS 20,500.0000 20,500.00 1.000 20,500 021 STRUCTURE EXCAVATION (RETAINING WALL) CY 360.0000 45,360.00 126.000 45,360 (F) 022 STRUCTURE BACKFILL (RETAINING WALL) CY 360.0000 80,280.00 223.000 80,280 (F) PROGRAM CAS145 PAGE 2 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-324804 TIME 06:07 PM ESTIMATE NO. 009 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DOUGHLY, JOE DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DITCH EXCAVATION CY 250.0000 9,000.00 36.000 9,000 024 IMPORTED BORROW (CY) CY 125.0000 16,250.00 240.000 30,000 025 ROADSIDE CLEARING LS 3,400.0000 3,400.00 1.000 3,400 026 CULTIVATION SQYD 3.2500 650.00 200.000 650 027 SOIL AMENDMENT CY 125.0000 125.00 1.000 125 028 PACKET FERTILIZER EA 0.5000 90.00 180.000 90 029 SLOW-RELEASE FERTILIZER LB 2.0000 78.00 39.000 78 030 PLANT (GROUP H) EA 0.8000 2,160.00 2,700.000 2,160 031 PLANT (GROUP K) EA 408.0000 2,040.00 5.000 2,040 032 PLANT (GROUP U) EA 117.0000 2,691.00 23.000 2,691 033 MAINTAIN EXISTING PLANTED AREAS LS 11,780.0000 11,780.00 1.000 11,780 034 PLANT ESTABLISHMENT WORK LS 15,500.0000 15,500.00 0.080 1,240.00 0.160 2,480 035 WOOD MULCH CY 180.0000 8,820.00 49.000 8,820 036 CHECK AND TEST EXISTING IRRIGATION LS 1,680.0000 1,680.00 1.000 1,680 FACILITIES 037 OPERATE EXISTING IRRIGATION FACILITIES LS 9,355.0000 9,355.00 0.050 467.75 0.900 8,419 038 CONTROL AND NEUTRAL CONDUCTORS LS 2,250.0000 2,250.00 1.000 2,250 039 TREE WELL SPRINKLER ASSEMBLY EA 124.0000 1,240.00 10.000 1,240 040 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 118.0000 1,888.00 16.000 1,888 041 RISER SPRINKLER ASSEMBLY EA 40.0000 920.00 23.000 920 042 3" GATE VALVE EA 1,456.0000 1,456.00 1.000 1,456 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 7,700.00 770.000 7,700 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 29.0000 3,480.00 120.000 3,480 (F) LINE) 045 3" PLASTIC PIPE (SCHEDULE 40) LF 31.0000 8,990.00 290.000 8,990 (F) (SUPPLY LINE) 046 3" PLASTIC PIPE (CLASS 315) LF 16.5000 1,815.00 110.000 1,815 (F) (SUPPLY LINE) 047 10" ABS COMPOSITE PIPE CONDUIT LF 206.0000 6,180.00 30.000 6,180 048 COMPOST (CY) CY 120.0000 1,320.00 11.000 1,320 049 CLASS 3 AGGREGATE BASE (CY) CY 300.0000 17,700.00 59.000 17,700 PROGRAM CAS145 PAGE 3 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-324804 TIME 06:07 PM ESTIMATE NO. 009 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DOUGHLY, JOE DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BASE RAPID SETTING CY 1,300.0000 44,200.00 34.000 44,200 051 HOT MIX ASPHALT (TYPE A) TON 515.0000 21,115.00 41.000 21,115 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 525.0000 15,750.00 30.000 15,750 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 33.0000 3,036.00 92.000 3,036 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 33.0000 2,970.00 90.000 2,970 055 PLACE HOT MIX ASPHALT SQYD 390.0000 1,404.00 3.600 1,404 (MISCELLANEOUS AREA) 056 TACK COAT TON 280.0000 56.00 0.200 56 057 STRUCTURAL CONCRETE, RETAINING WALL CY 1,780.0000 170,880.00 96.000 170,880 (F) 058 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 19.0000 14,516.00 764.000 14,516 (F) 059 BAR REINFORCING STEEL (RETAINING WALL) LB 2.6000 24,411.40 9,389.000 24,411 (F) 060 REMOVE OVERSIDE DRAIN EA 150.0000 150.00 1.000 150 061 CONCRETE (CONCRETE APRON) CY 870.0000 1,305.00 1.500 1,305 062 ROCK SLOPE PROTECTION CY 575.0000 1,150.00 2.000 1,150 (20 LB, CLASS I, METHOD B) (CY) 063 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 21.00 7.000 21 064 MINOR CONCRETE (GUTTER) (LF) LF 85.0000 3,230.00 38.000 3,230 065 MINOR CONCRETE (CURB AND GUTTER) CY 1,100.0000 1,100.00 1.000 1,100 066 REMOVE CONCRETE (CURB AND GUTTER) LF 35.0000 560.00 16.000 560 067 REMOVE PAVEMENT MARKER EA 8.0000 1,040.00 130.000 1,040 068 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,900.00 190.000 1,900 069 TREATMENT BEST MANAGEMENT EA 130.0000 260.00 2.000 260 PRACTICE MARKER 070 REMOVE ROADSIDE SIGN EA 125.0000 1,125.00 9.000 1,125 071 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 2.000 200 072 RESET ROADSIDE SIGN EA 250.0000 500.00 2.000 500 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,870.00 110.000 1,870 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 210.00 10.000 210 (0.080"-UNFRAMED) 075 ROADSIDE SIGN - ONE POST EA 475.0000 3,325.00 7.000 3,325 076 ROADSIDE SIGN - TWO POST EA 890.0000 890.00 1.000 890 PROGRAM CAS145 PAGE 4 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-324804 TIME 06:07 PM ESTIMATE NO. 009 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DOUGHLY, JOE DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 220.00 2.000 220 EXISTING POST 078 CABLE RAILING LF 120.0000 4,560.00 38.000 4,560 (F) 079 CONCRETE BARRIER (TYPE 836A) LF 285.0000 21,660.00 76.000 21,660 (F) 080 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,900.00 4,061.000 4,061 081 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 2,400.00 672.000 2,688 082 CROSSWALK AND PAVEMENT MARKING TAPE SQFT 16.0000 12,320.00 770.000 12,320 083 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.0000 23,730.00 3,390.000 23,730 084 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.5000 5,005.00 910.000 5,005 (BROKEN 17-7) 085 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.0000 7,470.00 830.000 7,470 086 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 087 MODIFYING LIGHTING SYSTEMS LS 9,205.0000 9,205.00 1.000 9,205 088 MODIFYING RAMP METERING SYSTEMS LS 48,795.0000 48,795.00 1.000 48,795 089 MODIFYING CHANGEABLE MESSAGE LS 31,540.0000 31,540.00 1.000 31,540 SIGN SYSTEMS PROGRAM CAS145 PAGE 5 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-324804 TIME 06:07 PM ESTIMATE NO. 009 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: DOUGHLY, JOE DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,707.75 1,094,681.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,267.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,707.75 1,105,948.94 090 MOBILIZATION LS 55,000.0000 55,000.00 1.000 55,000 ORIGINAL CONTRACT AMOUNT 1,149,424.40 TOTAL WORK COMPLETED 1,707.75 1,160,948.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,707.75 1,160,948.94 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 05/12/22 140 12/20/22 05/27/22 06/07/24 172 124 0 0 98% 100% PROGRESS IS SATISFACTORY DOUGHLY, JOE RESIDENT ENGINEER