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 03/21/23 EST. NO. 016 TIME 07:56 PM R.E. NAME: MICHAEL STEWART 11-412204 --------------------------------------------------------------------------- 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 0020 13,632.59 E.W. @ F.A.(+) 061322 N 18.0 0 13,632.59 TOTAL THIS ESTIMATE 94,153.68 TOTAL PREVIOUS ESTIMATE 107,786.27 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 03/21/23 EST. NO. 016 TIME 07:56 PM R.E. NAME: MICHAEL STEWART 11-412204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAR 2022 CPR -1,000.00 006 DEL APRIL 2022 CPR -3,000.00 007 RTND DEL MARCH 2022 1,000.00 008 RTND DEL APRIL 2022 3,000.00 008 DEL AUG 2022 CPR -5,000.00 011 DEL NOV 22 CPR -5,000.00 014 0.00 -10,000.00 LIQUIDATED DAMAGES LD'S 7 DAYS -33,600.00 008 LD'S 30 DAYS -144,000.00 009 LD'S 31 DAYS -148,000.00 010 LD'S 31 DAYS -148,800.00 011 LD'S 29 DAYS -139,200.00 012 LD'S 32 DAYS -153,600.00 013 RELEASED 32 LD'S 153,600.00 013 RELEASED PAST LD'S 613,600.00 013 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 07:56 PM ESTIMATE NO. 016 BID OPENING 04/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: MICHAEL STEWART DATE OF THIS ESTIMATE 03/21/23 LOCATION PROGRESS ESTIMATE 11-SD-94-4.4/7.3 ----------------- PAL GENERAL ENGINEERING INC IN SAN DIEGO COUNTY IN SAN DIEGO 10675 TREENA ST; AND LEMON GROVE AT VARIOUS SAN DIEGO CA 92131 LOCATIONS FROM 0.2 MILE WEST OF 47TH STREET OVERCROSSING TO 0.6 MILE WEST OF COLLEGE AVENUE UC. FED. AID NO. ACNH-P094(68)E ROADSIDE WORKER SAFETY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 850.0000 102,000.00 108.000 91,800 003 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.788 11,820 004 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.900 270,000 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3800 3,905.40 3,009.000 4,152 006 PLASTIC TRAFFIC DRUMS EA 50.0000 3,750.00 75.000 3,750 007 TEMPORARY PAVEMENT MARKER EA 19.0000 1,178.00 45.000 855 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,500.0000 7,000.00 1.800 6,300 009 TEMPORARY RAILING (TYPE K) LF 18.0000 90,000.00 5,000.000 90,000 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 35,000.00 14.000 35,000 011 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.897 13,455 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 013 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 4,800.00 15.000 4,800 014 TEMPORARY FIBER ROLL LF 5.0000 15,100.00 1,338.000 6,690 015 STREET SWEEPING LS 5,000.0000 5,000.00 0.900 4,500 016 TEMPORARY CONCRETE WASHOUT LS 8,500.0000 8,500.00 0.817 6,944 017 MANAGE SOLID WASTE GENERATED BY HR 100.0000 20,000.00 98.000 9,800 PUBLIC 018 TREATED WOOD WASTE LB 1.3000 5,902.00 4,539.900 5,901 019 REMOVE CONCRETE (CY) CY 350.0000 8,400.00 23.320 8,162 020 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 0.900 18,000 021 ROADWAY EXCAVATION CY 120.0000 28,800.00 238.340 28,600 022 ROADWAY EXCAVATION (TYPE Z-2) CY 200.0000 156,000.00 763.200 152,640 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 07:56 PM ESTIMATE NO. 016 BID OPENING 04/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: MICHAEL STEWART DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADSIDE CLEARING LS 18,420.0000 18,420.00 0.819 15,085 024 WEED GERMINATION SQYD 1.0000 15,300.00 15,300.000 15,300 025 IRON SULFATE (LB) LB 1.1500 1,288.00 1,120.000 1,288 026 SLOW-RELEASE FERTILIZER LB 2.1500 2,408.00 1,120.000 2,408 027 PLANT (GROUP H) EA 0.7500 53,121.75 70,829.000 53,121 (F) 028 MAINTAIN EXISTING PLANTED AREAS LS 8,500.0000 8,500.00 1.000 8,500 029 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.256 2,560 030 WOOD MULCH CY 110.0000 59,400.00 540.000 59,400 031 CHECK AND TEST EXISTING IRRIGATION LS 15,500.0000 15,500.00 1.000 15,500 FACILITIES 032 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 1.000 10,000 033 CONTROL AND NEUTRAL CONDUCTORS LS 8,500.0000 8,500.00 1.000 8,500 034 1" REMOTE CONTROL VALVE EA 556.0000 2,780.00 5.000 2,780 035 1 1/2" REMOTE CONTROL VALVE EA 759.0000 22,011.00 29.000 22,011 036 CERTIFY EXISTING BACKFLOW PREVENTERS LS 2,500.0000 2,500.00 1.000 2,500 037 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 112.0000 8,736.00 78.000 8,736 038 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 63.0000 8,190.00 130.000 8,190 039 RISER SPRINKLER ASSEMBLY EA 55.0000 1,485.00 27.000 1,485 040 2" GATE VALVE EA 620.0000 6,200.00 10.000 6,200 041 3" GATE VALVE EA 1,700.0000 10,200.00 6.000 10,200 042 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 38,185.00 5,455.000 38,185 (F) LINE) 043 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 16,120.00 125.000 1,000.00 2,015.000 16,120 (F) (SUPPLY LINE) 044 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 4,462.50 525.000 4,462 (F) (SUPPLY LINE) 045 2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 15,768.00 1,752.000 15,768 (F) (SUPPLY LINE) 046 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 8,232.00 1,029.000 8,232 (F) (SUPPLY LINE) 047 3" PLASTIC PIPE (CLASS 315) LF 13.0000 28,873.00 2,221.000 28,873 (F) (SUPPLY LINE) 048 8" PVC PIPE CONDUIT LF 312.0000 8,424.00 27.000 8,424 049 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 29,400.00 424.800 29,736 PROGRAM CAS145 PAGE 3 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 07:56 PM ESTIMATE NO. 016 BID OPENING 04/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: MICHAEL STEWART DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ASPHALTIC EMULSION (FOG SEAL COAT) TON 4,200.0000 4,620.00 1.100 4,620 051 HOT MIX ASPHALT (TYPE A) TON 141.0000 95,880.00 692.000 97,572 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 600.00 37.500 562 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 3,150.00 208.400 3,126 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 15.0000 2,100.00 141.300 2,119 055 PLACE HOT MIX ASPHALT DIKE LF 20.0000 500.00 25.000 500 (TYPE A MODIFIED) 056 PLACE HOT MIX ASPHALT DIKE LF 10.0000 12,100.00 1,206.000 12,060 (TYPE E MODIFIED) 057 PLACE HOT MIX ASPHALT SQYD 30.0000 42,300.00 1,409.840 42,295 (MISCELLANEOUS AREA) 058 TACK COAT TON 4,500.0000 3,150.00 0.693 3,118 059 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 3,000.00 597.200 2,986 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 17,150.00 4.900 17,150 (F) 061 REMOVE ABANDONED CALL BOX POLE EA 1,500.0000 1,500.00 1.000 1,500 062 18" ALTERNATIVE PIPE CULVERT LF 225.0000 7,875.00 35.000 7,875 063 24" ALTERNATIVE PIPE CULVERT LF 160.0000 32,000.00 200.000 32,000 064 GRATED LINE DRAIN LF 500.0000 10,000.00 0.000 0 065 24" ALTERNATIVE FLARED END SECTION EA 2,250.0000 2,250.00 1.000 2,250 066 CONCRETED-ROCK SLOPE PROTECTION CY 1,250.0000 18,750.00 15.000 18,750 (60 LB, CLASS II, METHOD B) (CY) 067 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 27.0000 972.00 36.000 972 068 DETECTABLE WARNING SURFACE SQFT 40.0000 1,200.00 30.000 1,200 069 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 9.5000 131,100.00 2,248.000 21,356.00 11,497.000 109,221 CONCRETE) 070 MINOR CONCRETE (TEXTURED PAVING) CY 720.0000 23,040.00 32.000 23,040 071 MINOR CONCRETE (CURB, SIDEWALK AND CY 950.0000 13,300.00 13.220 12,559 CURB RAMP) 072 REMOVE CONCRETE CURB (CY) CY 150.0000 9,000.00 54.210 8,131 073 MISCELLANEOUS IRON AND STEEL LB 8.0000 3,872.00 484.000 3,872 (F) 074 GUARD RAILING DELINEATOR EA 50.0000 350.00 7.000 350 075 PAVEMENT MARKER (RETROREFLECTIVE) EA 18.5000 1,702.00 44.000 814.00 136.000 2,516 076 REMOVE ROADSIDE SIGN EA 200.0000 2,000.00 10.000 2,000 PROGRAM CAS145 PAGE 4 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 07:56 PM ESTIMATE NO. 016 BID OPENING 04/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: MICHAEL STEWART DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 150.0000 300.00 2.000 300 (STRAP AND SADDLE BRACKET METHOD) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 705.00 47.000 705 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,560.00 120.000 1,560 (0.080"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 575.00 25.000 575 (0.063"-FRAMED) 081 ROADSIDE SIGN - ONE POST EA 500.0000 5,000.00 10.000 5,000 082 ROADSIDE SIGN - TWO POST EA 1,500.0000 1,500.00 1.000 1,500 083 SIGN POST SUPPORT SYSTEM EA 1,850.0000 18,500.00 10.000 18,500 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 550.0000 1,650.00 3.000 1,650 METHOD) 085 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 56.0000 7,280.00 125.000 7,000 086 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,380.0000 1,380.00 1.000 1,380 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 4,200.00 1.000 4,200 088 CRASH CUSHION (TYPE SCI-70GM) EA 45,000.0000 45,000.00 1.000 45,000 089 CONCRETE BARRIER LF 285.0000 21,375.00 75.000 21,375 (TYPE 60M MODIFIED) 090 REMOVE GUARDRAIL LF 15.0000 3,750.00 253.120 3,796 091 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 2,236.00 555.000 2,386 (ENHANCED WET NIGHT VISIBILITY) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 5,229.00 839.000 1,761.90 3,329.000 6,990 (ENHANCED WET NIGHT VISIBILITY) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9000 1,479.00 200.000 580.00 769.000 2,230 (ENHANCED WET NIGHT VISIBILITY) 094 REMOVE PAINTED TRAFFIC STRIPE LF 1.0400 93.60 2,143.000 2,228.72 2,233.000 2,322 095 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0400 3,057.60 3,237.000 3,366 096 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4500 213.90 0.000 0 097 SUBSURFACE LOCATOR LS 10,000.0000 10,000.00 0.700 7,000 098 MODIFYING LIGHTING SYSTEMS LS 72,250.0000 72,250.00 0.970 70,082 099 MODIFYING RAMP METERING SYSTEMS LS 69,170.0000 69,170.00 0.798 55,197 100 MODIFYING TRAFFIC MONITORING STATIONS LS 18,500.0000 18,500.00 0.312 5,772 PROGRAM CAS145 PAGE 5 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 07:56 PM ESTIMATE NO. 016 BID OPENING 04/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: MICHAEL STEWART DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 27,740.62 1,861,349.78 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,632.59 107,786.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 41,373.21 1,969,136.05 101 MOBILIZATION LS 65,000.0000 65,000.00 1.000 65,000 ORIGINAL CONTRACT AMOUNT 2,067,804.75 TOTAL WORK COMPLETED 41,373.21 2,034,136.05 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 41,373.21 2,024,136.05 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 05/07/21 245 08/16/21 08/16/21 05/08/23 120 95 0 0 92% 49% PROGRESS IS SATISFACTORY MICHAEL STEWART RESIDENT ENGINEER