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 03/23/23 EST. NO. 031 TIME 08:36 AM R.E. NAME: AYALA VANEGAS, DAVID 07-311704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0028 300.00 E.W. @ U.P (+) 022823 N 0234.0 005 0010 400.00 E.W. @ U.P (+) 060822 N 0235.0 700.00 TOTAL THIS ESTIMATE 363,299.92 TOTAL PREVIOUS ESTIMATE 363,999.92 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 03/23/23 EST. NO. 031 TIME 08:36 AM R.E. NAME: AYALA VANEGAS, DAVID 07-311704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 08:36 AM ESTIMATE NO. 031 BID OPENING 02/19/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: AYALA VANEGAS, DAVID DATE OF THIS ESTIMATE 03/23/23 LOCATION PROGRESS ESTIMATE 07-LA-134-0.0/R13.3 ----------------- PETERSON-CHASE GENERAL IN LOS ANGELES COUNTY IN LOS ENGINEERING CONSTRUCTION, INC. ANGELES, BURBANK, GLENDALE AND 16351 CONSTRUCTION CIR W; PASADENA FROM ROUTE 101/134 IRVINE CA 92606 SEPARATION TO JUNCTION OF ROUTE 210/710 FED. AID NO. HSNH-P134(40)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 1,080,000.00 11.000 19,800.00 512.000 921,600 003 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.500 17,500 004 TRAFFIC CONTROL SYSTEM LS 3,475,000.0000 3,475,000.00 0.020 69,500.00 0.860 2,988,500 005 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,800.00 43.000 1,720 006 TEMPORARY RAILING (TYPE K) LF 21.0000 61,320.00 2,020.000 42,420 007 TEMPORARY CRASH CUSHION MODULE EA 250.0000 17,500.00 56.000 14,000 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.020 400.00 0.840 16,800 009 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 5.000 2,500.00 20.000 10,000 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 2,400.00 6.000 3,600.00 14.000 8,400 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 1,680.00 0.000 0 014 TEMPORARY FIBER ROLL LF 3.5000 52,500.00 0.000 0 015 TEMPORARY GRAVEL BAG BERM LF 4.0000 40,000.00 0.000 0 016 STREET SWEEPING LS 12,000.0000 12,000.00 0.020 240.00 0.840 10,080 017 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.020 300.00 0.840 12,600 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2100 53,130.00 152,959.000 32,121 STRIPE (HAZARDOUS WASTE) 019 TREATED WOOD WASTE LB 0.3000 74,700.00 182,353.890 54,706 020 ROADWAY EXCAVATION CY 125.0000 212,500.00 1,596.790 199,598 021 ROADWAY EXCAVATION (TYPE Z-2) CY 275.0000 68,750.00 0.000 0 (AERIALLY DEPOSITED LEAD) 022 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 275.0000 13,750.00 0.000 0 DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 08:36 AM ESTIMATE NO. 031 BID OPENING 02/19/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: AYALA VANEGAS, DAVID DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHECK AND TEST EXISTING IRRIGATION LS 56,000.0000 56,000.00 0.000 0 FACILITIES 024 OPERATE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.000 0 025 REMOVE IRRIGATION FACILITY LS 11,000.0000 11,000.00 0.000 0 026 CONTROL AND NEUTRAL CONDUCTORS LS 45,000.0000 45,000.00 0.000 0 027 1" REMOTE CONTROL VALVE EA 495.0000 12,870.00 0.000 0 028 1 1/2" REMOTE CONTROL VALVE EA 515.0000 5,665.00 0.000 0 029 RECYCLED WATER IDENTIFICATION AND LS 20,000.0000 20,000.00 0.000 0 WARNING SIGNS 030 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 24,750.00 0.000 0 031 RISER SPRINKLER ASSEMBLY EA 45.0000 7,650.00 0.000 0 032 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.4000 54,702.00 0.000 0 (F) LINE) 033 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 8,107.00 0.000 0 (F) LINE) 034 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.7500 28,123.25 0.000 0 (F) (SUPPLY LINE) 035 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,338.00 0.000 0 (F) (SUPPLY LINE) 036 2" PLASTIC PIPE (SCHEDULE 40) LF 13.0000 94,900.00 0.000 0 (F) (SUPPLY LINE) 037 BALL VALVE EA 325.0000 5,525.00 0.000 0 038 LEAN CONCRETE BASE CY 400.0000 100,000.00 19.000 7,600 039 LEAN CONCRETE BASE RAPID SETTING CY 440.0000 501,600.00 2,779.580 1,223,015 040 BASE BOND BREAKER SQYD 1.7000 90,270.00 28,120.340 47,804 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 COMPACTION GROUTING CY 700.0000 1,267,000.00 1,322.440 925,708 043 HOT MIX ASPHALT (TYPE A) TON 114.0000 2,439,600.00 17,611.340 2,007,692 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 147.0000 2,499,000.00 1,787.500 262,762 045 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.3000 50,600.00 174.000 400 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 4,738.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3000 25,990.00 0.000 0 048 REMOVE ASPHALT CONCRETE DIKE LF 5.1600 175,440.00 172.170 888 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2000 730,800.00 16,994.690 71,377 PROGRAM CAS145 PAGE 3 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 08:36 AM ESTIMATE NO. 031 BID OPENING 02/19/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: AYALA VANEGAS, DAVID DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND (DOWEL BAR) EA 29.0000 620,600.00 18,008.000 522,232 051 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 670.0000 8,174,000.00 11,064.810 7,413,422 052 JOINT SEAL (PREFORMED COMPRESSION) LF 4.7500 665,000.00 0.000 0 053 REMOVE CONCRETE PAVEMENT AND BASE CY 220.0000 59,400.00 257.000 56,540 054 GRIND EXISTING CONCRETE SQYD 4.6500 3,794,400.00 767,554.000 3,569,126 PAVEMENT 055 STRUCTURAL CONCRETE, BARRIER SLAB CY 845.0000 256,035.00 303.000 256,035 (F) 056 AGGREGATE BASE (APPROACH SLAB) CY 600.0000 25,800.00 36.980 22,188 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,230.0000 538,740.00 473.400 582,282 (TYPE R) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 273,000.00 16.220 34,062 (F) 059 PAVING NOTCH EXTENSION CF 100.0000 23,200.00 227.280 22,728 060 CLEAN EXPANSION JOINT LF 26.0000 2,964.00 0.000 0 061 JOINT SEAL (MR 1/2") LF 55.0000 15,510.00 0.000 0 062 BONDED JOINT SEAL (MR 2") LF 80.0000 12,000.00 0.000 0 063 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 064 REMOVE RETAINING WALL (PORTION) (LF) LF 150.0000 76,050.00 507.000 76,050 065 REMOVE CONCRETE DECK SURFACE SQFT 115.0000 7,130.00 62.000 7,130 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 10.0000 620.00 62.000 620 067 FURNISH POLYESTER CONCRETE OVERLAY CF 220.0000 2,420.00 8.250 1,815 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 50.0000 3,100.00 46.500 2,325 (F) 069 BRIDGE REMOVAL (PORTION), LOCATION A LS 8,000.0000 8,000.00 1.000 8,000 070 BRIDGE REMOVAL (PORTION), LOCATION B LS 31,000.0000 31,000.00 1.000 31,000 071 ADJUST UTILITY COVER TO GRADE EA 250.0000 9,750.00 0.000 0 072 MINOR CONCRETE (GUTTER) (CY) CY 490.0000 19,600.00 0.000 0 073 DETECTABLE WARNING SURFACE SQFT 38.0000 22,800.00 91.200 3,465 074 MINOR CONCRETE (STAMPED CONCRETE) SQFT 14.0000 2,240,000.00 135,189.120 1,892,647 075 MINOR CONCRETE (CURB, SIDEWALK AND CY 555.0000 94,350.00 45.710 25,369 CURB RAMP) 076 REMOVE CONCRETE CY 450.0000 67,500.00 36.000 16,200 (CURB, GUTTER, AND SIDEWALK) (CY) PROGRAM CAS145 PAGE 4 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 08:36 AM ESTIMATE NO. 031 BID OPENING 02/19/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: AYALA VANEGAS, DAVID DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRE/POST CONSTRUCTION SURVEYS EA 825.0000 28,050.00 17.000 14,025 078 MODIFYING SIGNAL AND LIGHTING (CITY OF LS 27,500.0000 27,500.00 0.000 0 LOS ANGELES) 079 CHAIN LINK FENCE (TYPE CL-6) LF 48.0000 2,400.00 0.000 0 080 REMOVE CHAIN LINK FENCE LF 11.0000 550.00 0.000 0 081 REMOVE PAVEMENT MARKER EA 0.5300 30,104.00 50,052.000 26,527 082 GUARD RAILING DELINEATOR EA 26.0000 26,780.00 671.000 17,446 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6500 126,655.00 18,821.000 68,696 084 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,000.00 0.000 0 085 REMOVE ROADSIDE SIGN EA 100.0000 5,400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 086 RELOCATE ROADSIDE SIGN-ONE POST EA 275.0000 2,750.00 0.000 0 087 RELOCATE ROADSIDE SIGN-TWO POST EA 600.0000 1,200.00 0.000 0 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,350.00 0.000 0 (0.063"-UNFRAMED) 089 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 15,800.00 0.000 0 METHOD) 090 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 297,500.00 7,331.000 183,275 091 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 27.0000 342,900.00 9,347.000 252,369 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 606,000.00 0.000 0 093 CONCRETE BARRIER (TYPE 11 MODIFIED) LF 710.0000 43,310.00 93.000 66,030 (F) 094 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 475.0000 9,975.00 15.750 7,481 (F) 095 TRANSITION RAILING (TYPE WB-31) EA 3,550.0000 127,800.00 0.000 0 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 44,100.00 27.000 24,300 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 189,750.00 31.000 106,950 098 CRASH CUSHION (TYPE SCI-100GM) EA 43,000.0000 301,000.00 1.000 43,000 099 CONCRETE BARRIER (TYPE 842) LF 165.0000 83,655.00 507.000 83,655 (F) 100 REMOVE GUARDRAIL LF 6.0000 157,800.00 17,061.100 102,366 101 REMOVE METAL RAILING LF 21.0000 2,730.00 0.000 0 102 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 7,100.00 0.000 0 103 THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 26,880.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 08:36 AM ESTIMATE NO. 031 BID OPENING 02/19/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: AYALA VANEGAS, DAVID DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 230,260.00 154,203.000 89,437 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 219,300.00 210,380.000 178,823 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 10,899.00 5,490.000 3,458 (BROKEN 12-3) 107 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 167,980.00 7,448.000 27,557 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 6,138.00 0.000 0 (BROKEN 17-7) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 137,280.00 285,716.000 91,429 (BROKEN 18-12) 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 15,275.00 20,738.000 13,479 (BROKEN 36-12) 111 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 82,420.00 75,454.000 9,809 112 CONTRAST STRIPE THERMOPLASTIC LF 0.2600 283,400.00 538,199.000 139,931 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 114 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,260,000.0000 2,260,000.00 0.524 1,184,240 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 MODIFYING LIGHTING (CITY OF BURBANK) LS 11,000.0000 11,000.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 TYPE II BARRICADE EA 100.0000 1,200.00 0.000 0 119 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2600 1,820.00 6,625.000 1,722 120 CLASS 3 AGGREGATE BASE (CY) CY 150.0000 5,550.00 0.000 0 121 TACK COAT TON 800.0000 16,000.00 23.630 18,904 122 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.9000 1,026,000.00 896,392.670 806,753 123 18" REINFORCED CONCRETE PIPE LF 465.0000 14,415.00 0.000 0 124 REMOVE PIPE (LF) LF 50.0000 1,550.00 0.000 0 125 END CAP (TYPE A) EA 330.0000 4,620.00 0.000 0 126 END CAP (TYPE TC) EA 295.0000 11,210.00 0.000 0 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 128 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 25,000.0000 25,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311704 TIME 08:36 AM ESTIMATE NO. 031 BID OPENING 02/19/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: AYALA VANEGAS, DAVID DATE OF THIS ESTIMATE 03/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 96,340.00 26,993,452.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 700.00 363,999.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 97,040.00 27,357,452.28 129 MOBILIZATION LS 775,000.0000 775,000.00 1.000 775,000 ORIGINAL CONTRACT AMOUNT 38,430,023.25 TOTAL WORK COMPLETED 97,040.00 28,132,452.28 MATERIALS ON HAND ON SITE 1,375,745.57 DEDUCTIONS 0.00 0.00 TOTAL 97,040.00 29,508,197.85 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 05/08/20 600 07/06/20 07/06/20 07/10/23 516 157 0 0 71% 86% PROGRESS IS SATISFACTORY AYALA VANEGAS, DAVID RESIDENT ENGINEER