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 09/16/22 EST. NO. 011 TIME 04:20 PM R.E. NAME: STEWART, MICHAEL 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 --------------------------------------------------------------------------- *** 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 09/16/22 EST. NO. 011 TIME 04:20 PM R.E. NAME: STEWART, MICHAEL 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 -5,000.00 -5,000.00 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 -148,800.00 -474,400.00 TOTAL DEDUCTIONS -153,800.00 -479,400.00 PROGRAM CAS145 PAGE 1 DATE 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 04:20 PM ESTIMATE NO. 011 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 09/20/22 R.E. NAME: STEWART, MICHAEL DATE OF THIS ESTIMATE 09/16/22 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 65.000 55,250 003 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.753 11,295 004 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.542 162,600 005 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 1.083 3,790 009 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 0.610 9,150 012 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 0.542 2,710 016 TEMPORARY CONCRETE WASHOUT LS 8,500.0000 8,500.00 0.542 4,607 017 MANAGE SOLID WASTE GENERATED BY HR 100.0000 20,000.00 32.000 3,200.00 82.000 8,200 PUBLIC 018 TREATED WOOD WASTE LB 1.3000 5,902.00 720.000 936 019 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 0.542 10,840 021 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 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 04:20 PM ESTIMATE NO. 011 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 09/20/22 R.E. NAME: STEWART, MICHAEL DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.542 9,983 024 WEED GERMINATION SQYD 1.0000 15,300.00 0.000 0 025 IRON SULFATE (LB) LB 1.1500 1,288.00 0.000 0 026 SLOW-RELEASE FERTILIZER LB 2.1500 2,408.00 0.000 0 027 PLANT (GROUP H) EA 0.7500 53,121.75 0.000 0 (F) 028 MAINTAIN EXISTING PLANTED AREAS LS 8,500.0000 8,500.00 0.860 7,310 029 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0 030 WOOD MULCH CY 110.0000 59,400.00 0.000 0 031 CHECK AND TEST EXISTING IRRIGATION LS 15,500.0000 15,500.00 0.800 12,400 FACILITIES 032 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 0.950 9,500 033 CONTROL AND NEUTRAL CONDUCTORS LS 8,500.0000 8,500.00 0.900 7,650 034 1" REMOTE CONTROL VALVE EA 556.0000 2,780.00 1.000 556 035 1 1/2" REMOTE CONTROL VALVE EA 759.0000 22,011.00 18.000 13,662 036 CERTIFY EXISTING BACKFLOW PREVENTERS LS 2,500.0000 2,500.00 0.000 0 037 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 112.0000 8,736.00 71.000 7,952 038 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 63.0000 8,190.00 119.000 7,497 039 RISER SPRINKLER ASSEMBLY EA 55.0000 1,485.00 27.000 1,485 040 2" GATE VALVE EA 620.0000 6,200.00 6.000 3,720 041 3" GATE VALVE EA 1,700.0000 10,200.00 4.000 6,800 042 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 38,185.00 5,180.000 36,260 (F) LINE) 043 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 16,120.00 1,690.000 13,520 (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 1,690.000 15,210 (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 2,021.000 26,273 (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 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 04:20 PM ESTIMATE NO. 011 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 09/20/22 R.E. NAME: STEWART, MICHAEL DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,620.00 1.100 4,620 051 HOT MIX ASPHALT (TYPE A) TON 141.0000 95,880.00 114.940 16,206.54 692.000 97,572 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 600.00 37.500 562.50 37.500 562 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 3,150.00 208.400 3,126.00 208.400 3,126 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 15.0000 2,100.00 141.300 2,119.50 141.300 2,119 055 PLACE HOT MIX ASPHALT DIKE LF 20.0000 500.00 25.000 500.00 25.000 500 (TYPE A MODIFIED) 056 PLACE HOT MIX ASPHALT DIKE LF 10.0000 12,100.00 1,206.000 12,060.00 1,206.000 12,060 (TYPE E MODIFIED) 057 PLACE HOT MIX ASPHALT SQYD 30.0000 42,300.00 115.000 3,450.00 1,409.840 42,295 (MISCELLANEOUS AREA) 058 TACK COAT TON 4,500.0000 3,150.00 0.104 468.00 0.693 3,118 059 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 3,000.00 379.100 1,895.50 597.200 2,986 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 17,150.00 4.000 14,000.00 4.000 14,000 (F) 061 REMOVE ABANDONED CALL BOX POLE EA 1,500.0000 1,500.00 0.000 0 062 18" ALTERNATIVE PIPE CULVERT LF 225.0000 7,875.00 35.000 7,875.00 35.000 7,875 063 24" ALTERNATIVE PIPE CULVERT LF 160.0000 32,000.00 200.000 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 2,250.00 1.000 2,250 066 CONCRETED-ROCK SLOPE PROTECTION CY 1,250.0000 18,750.00 15.000 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 36.000 972.00 36.000 972 068 DETECTABLE WARNING SURFACE SQFT 40.0000 1,200.00 30.000 1,200.00 30.000 1,200 069 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 9.5000 131,100.00 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 3,872.00 484.000 3,872 (F) 074 GUARD RAILING DELINEATOR EA 50.0000 350.00 0.000 0 075 PAVEMENT MARKER (RETROREFLECTIVE) EA 18.5000 1,702.00 59.000 1,091.50 84.000 1,554 076 REMOVE ROADSIDE SIGN EA 200.0000 2,000.00 10.000 2,000.00 10.000 2,000 PROGRAM CAS145 PAGE 4 DATE 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 04:20 PM ESTIMATE NO. 011 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 09/20/22 R.E. NAME: STEWART, MICHAEL DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 300.00 2.000 300 (STRAP AND SADDLE BRACKET METHOD) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 705.00 47.000 705.00 47.000 705 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,560.00 120.000 1,560.00 120.000 1,560 (0.080"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 575.00 25.000 575.00 25.000 575 (0.063"-FRAMED) 081 ROADSIDE SIGN - ONE POST EA 500.0000 5,000.00 0.000 0 082 ROADSIDE SIGN - TWO POST EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 083 SIGN POST SUPPORT SYSTEM EA 1,850.0000 18,500.00 10.000 18,500.00 10.000 18,500 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 550.0000 1,650.00 3.000 1,650.00 3.000 1,650 METHOD) 085 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 56.0000 7,280.00 0.000 0 086 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,380.0000 1,380.00 0.000 0 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 4,200.00 0.000 0 088 CRASH CUSHION (TYPE SCI-70GM) EA 45,000.0000 45,000.00 1.000 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 75.000 1,125 091 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 2,236.00 555.000 2,386.50 555.000 2,386 (ENHANCED WET NIGHT VISIBILITY) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 5,229.00 1,475.000 3,097.50 1,475.000 3,097 (ENHANCED WET NIGHT VISIBILITY) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9000 1,479.00 569.000 1,650.10 569.000 1,650 (ENHANCED WET NIGHT VISIBILITY) 094 REMOVE PAINTED TRAFFIC STRIPE LF 1.0400 93.60 90.000 93.60 90.000 93 095 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 0.146 10,548.50 0.887 64,085 099 MODIFYING RAMP METERING SYSTEMS LS 69,170.0000 69,170.00 0.157 10,859.69 0.502 34,723 100 MODIFYING TRAFFIC MONITORING STATIONS LS 18,500.0000 18,500.00 0.177 3,274 PROGRAM CAS145 PAGE 5 DATE 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-412204 TIME 04:20 PM ESTIMATE NO. 011 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 09/20/22 R.E. NAME: STEWART, MICHAEL DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 230,644.43 1,457,389.33 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 32,487.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 230,644.43 1,489,877.19 101 MOBILIZATION LS 65,000.0000 65,000.00 1.000 65,000 ORIGINAL CONTRACT AMOUNT 2,067,804.75 TOTAL WORK COMPLETED 230,644.43 1,554,877.19 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -153,800.00 -479,400.00 TOTAL 76,844.43 1,075,477.19 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 02/24/23 120 95 0 0 74% 49% PROGRESS IS SATISFACTORY STEWART, MICHAEL RESIDENT ENGINEER