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 07/27/22 EST. NO. 019 TIME 11:49 AM R.E. NAME: GARY LEVINE 11-419304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0040 6,741.67 E.W. @ F.A.(+) 061622 N 0141.0 0041 4,456.20 062622 N 0142.0 0042 258.56 051122 N 0144.0 023 0001 31,575.58 A.C. @ L.S.(+) 071422 N 0001 0 43,032.01 TOTAL THIS ESTIMATE 1,381,071.49 TOTAL PREVIOUS ESTIMATE 1,424,103.50 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 07/27/22 EST. NO. 019 TIME 11:49 AM R.E. NAME: GARY LEVINE 11-419304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-419304 TIME 11:49 AM ESTIMATE NO. 019 BID OPENING 09/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 07/27/22 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-78-N17.6/R21.3 ---------------------------------- HAZARD CONSTRUCTION COMPANY IN SAN DIEGO COUNTY IN AND NEAR 10529 VINE STREET; ESCONDIDO FROM 0.1 MILE WEST OF LAKESIDE CA 92040 NORTH BROADWAY TO FLORA VISTA STREET FED. AID NO. ACNH-P078(120)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 1.000 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 500,000.00 20.000 50,000.00 227.000 567,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 15.000 3,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 007 TRAFFIC CONTROL SYSTEM LS 920,000.0000 920,000.00 1.000 920,000 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 47,000.00 247,652.000 61,913 009 PLASTIC TRAFFIC DRUMS EA 50.0000 600.00 12.000 600 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,500.0000 60,000.00 8.000 60,000 011 TEMPORARY RAILING (TYPE K) LF 15.0000 10,800.00 720.000 10,800 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,000.0000 4,000.00 2.000 4,000 013 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 015 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 14,800.00 72.000 14,400 016 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 017 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 018 MANAGE SOLID WASTE GENERATED BY THE HR 100.0000 32,000.00 200.000 20,000 PUBLIC 019 TREATED WOOD WASTE LB 0.7000 5,481.00 5,803.000 4,062 020 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 350.0000 231,000.00 659.460 230,811 021 ROADWAY EXCAVATION CY 25.0000 3,250.00 140.480 3,512 022 IMPORTED BORROW (CY) CY 20.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-419304 TIME 11:49 AM ESTIMATE NO. 019 BID OPENING 09/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 07/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADSIDE CLEARING LS 5,000.0000 5,000.00 1.000 5,000 024 ROCK BLANKET SQFT 60.0000 8,400.00 137.500 8,250 025 SOD SQYD 35.0000 7,000.00 190.810 6,678 026 WOOD MULCH CY 150.0000 9,900.00 20.560 3,084 027 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,500.0000 1,250.00 0.594 1,485 028 HOT MIX ASPHALT (TYPE A) TON 130.0000 72,800.00 301.760 39,228 029 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 1,782,000.00 15,979.510 1,757,746 030 HOT MIX ASPHALT (TYPE A) (LARGE STONE TON 75.0000 2,557,500.00 33,971.640 2,547,873 MATRIX) 031 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 4,320.00 2,224.000 4,448 032 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 540.00 794.000 1,588 033 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 1,360.00 712.000 1,424 034 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 2,980.00 1,846.000 3,692 035 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 880.00 478.000 956 036 PLACE HOT MIX ASPHALT SQYD 40.0000 37,200.00 1,328.530 53,141 (MISCELLANEOUS AREA) 037 TACK COAT TON 500.0000 32,000.00 45.117 22,558 038 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 175.0000 56,000.00 313.720 54,901 039 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 8,010.00 5,214.000 7,821 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.5000 1,033,500.00 168,519.000 1,095,373 041 REMOVE PEDESTRIAN BARRICADE EA 100.0000 500.00 5.000 500 042 PEDESTRIAN BARRICADE EA 1,500.0000 12,000.00 8.000 12,000 043 REMOVE GRATE EA 75.0000 1,950.00 23.000 1,725 044 MODIFY INLET (CURB OPENING BAR) EA 1,000.0000 36,000.00 36.000 36,000 045 DETECTABLE WARNING SURFACE SQFT 50.0000 72,500.00 1,415.000 70,750 046 MINOR CONCRETE (CURB, SIDEWALK AND CY 750.0000 337,500.00 474.540 355,905 CURB RAMP) 047 MINOR CONCRETE (RAPID STRENGTH CY 1,000.0000 370,000.00 374.720 374,720 CONCRETE) 048 REMOVE CURB LF 25.0000 3,750.00 150.000 3,750 049 MISCELLANEOUS IRON AND STEEL LB 4.0000 21,204.00 5,301.000 21,204 (F) PROGRAM CAS145 PAGE 3 DATE 07/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-419304 TIME 11:49 AM ESTIMATE NO. 019 BID OPENING 09/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 07/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST MANHOLE FRAME AND COVER EA 1,500.0000 10,500.00 7.000 10,500 (UTILITY) 051 PAINT CURB (2-COAT) SQFT 2.0000 2,520.00 1,388.000 2,776 052 GUARD RAILING DELINEATOR EA 30.0000 540.00 19.000 570 053 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 8,850.00 2,869.000 8,607 054 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 130.0000 10,530.00 81.000 10,530 055 REMOVE ROADSIDE SIGN EA 130.0000 390.00 4.000 520 056 REMOVE ROADSIDE SIGN EA 130.0000 16,900.00 173.000 22,490 (STRAP AND SADDLE BRACKET METHOD) 057 RESET ROADSIDE SIGN EA 600.0000 600.00 1.000 600 058 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 5,250.00 150.000 5,250 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 36,550.00 2,057.000 34,969 (0.063"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 3,230.00 492.000 8,364 (0.080"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 5,800.00 91.000 1,820 (0.063"-FRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 9,500.00 248.000 6,200 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 350.0000 10,150.00 37.000 12,950 064 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 35,000.00 176.000 30,800 METHOD) 065 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 400.0000 19,200.00 40.000 16,000 066 INSTALL SIGN (MAST-ARM MOUNTED) EA 200.0000 7,800.00 42.000 8,400 067 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 35.0000 5,250.00 150.000 5,250 068 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 24,000.00 159.000 23,850 EXISTING POST 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 7,200.00 187.600 8,442 070 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 105.0000 5,250.00 0.000 0 071 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 31.0000 14,260.00 475.100 14,728 072 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 36,000.00 508.600 40,688 073 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 4,100.00 1.000 4,100 074 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000 075 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 20,000.00 5.000 20,000 076 SEVERE DUTY CRASH CUSHION (SCI-100GM) EA 45,000.0000 45,000.00 1.000 45,000 PROGRAM CAS145 PAGE 4 DATE 07/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-419304 TIME 11:49 AM ESTIMATE NO. 019 BID OPENING 09/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 07/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE GUARDRAIL LF 13.0000 6,760.00 500.000 6,500 078 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 78,900.00 25,585.000 76,755 (ENHANCED WET NIGHT VISIBILITY) 079 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,150.00 21,414.000 10,707 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,950.00 1,119.000 559 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 081 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 45,290.00 79,429.000 55,600 (ENHANCED WET NIGHT VISIBILITY) 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 300.00 1,769.000 1,061 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 8,712.00 7,548.000 8,302 (ENHANCED WET NIGHT VISIBILITY) 084 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 995.00 17.000 8 085 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.9000 2,413.00 554.000 1,052 086 12" RUMBLE STRIP STA 175.0000 14,875.00 66.080 11,564 (ASPHALT CONCRETE PAVEMENT) 087 CONTRAST STRIPE PAINT (1-COAT) LF 0.1200 3,312.00 28,367.000 3,404 088 SUBSURFACE LOCATOR LS 70,000.0000 70,000.00 1.000 70,000 089 FLASHING BEACON SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 090 FIBER OPTIC CABLE SYSTEMS LS 600,000.0000 600,000.00 1.000 600,000 091 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 900,000.0000 900,000.00 0.013 11,700.00 1.000 900,000 092 MODIFYING INTERCONNECTION CONDUIT LS 60,000.0000 60,000.00 1.000 60,000 AND CABLE 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 6,800.00 33.700 6,740 PROGRAM CAS145 PAGE 5 DATE 07/27/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-419304 TIME 11:49 AM ESTIMATE NO. 019 BID OPENING 09/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/22 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 07/27/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 61,700.00 10,812,059.79 ADJUSTMENT OF COMPENSATION 31,575.58 468,748.60 EXTRA WORK 11,456.43 955,354.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 104,732.01 12,236,163.29 095 MOBILIZATION LS 1,190,000.0000 1,190,000.00 1.000 1,190,000 ORIGINAL CONTRACT AMOUNT 11,938,202.00 TOTAL WORK COMPLETED 104,732.01 13,426,163.29 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 104,732.01 13,426,163.29 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 11/20/20 200 01/14/21 01/14/21 06/29/22 227 138 27 0 100% 100% GARY LEVINE RESIDENT ENGINEER