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 12/03/20 EST. NO. 022 TIME 11:56 AM R.E. NAME: WILLIAMSON, JOHN 11-414404 --------------------------------------------------------------------------- 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 12/03/20 EST. NO. 022 TIME 11:56 AM R.E. NAME: WILLIAMSON, JOHN 11-414404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCS PERFORMANCE -12,000.00 005 LCS PERFORMANCE 12,000.00 006 COMP. PERFORMANCE -45,000.00 013 COMP. PERFORMANCE -39,000.00 014 COMP.PERFOR. 13% 14 84,000.00 021 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL MAR 19 CPR -1,000.00 013 RECD MAR 19 DEL 1,000.00 014 DEL JUN 19 CPR -2,000.00 016 O/S CPRNOV19 DEL/INQ -10,000.00 019 RECD JUN 19 DEL 2,000.00 019 RECD CPRNOV19DEL/INQ 5,000.00 020 RECD CPRNOV19DEL/INQ 5,000.00 021 0.00 0.00 LIQUIDATED DAMAGES 35 DAYS X $3000. -105,000.00 012 RELEASE 28,200.00 021 0.00 -76,800.00 TOTAL DEDUCTIONS 0.00 -76,800.00 PROGRAM CAS145 PAGE 1 DATE 12/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414404 TIME 11:56 AM ESTIMATE NO. 022 BID OPENING 10/03/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/19 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 12/03/20 LOCATION FINAL ESTIMATE 11-SD-94-5.8/9.3 -------------- PETERSON-CHASE GENERAL IN SAN DIEGO COUNTY IN SAN DIEGO AT ENGINEERING CONSTRUCTION, INC. KELTON ROAD OVERCROSSING AND IN 16351 CONSTRUCTION CIRCLE WES LEMON GROVE AT GROVE STREET IRVINE CA 92606 OVERCROSSING FED. AID NO. ACNH-P094(65)E UPGRADE BRIDGE RAILS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,200.0000 7,200.00 1.000 7,200 002 CONSTRUCTION AREA SIGNS LS 24,500.0000 24,500.00 1.000 24,500 003 TRAFFIC CONTROL SYSTEM LS 247,000.0000 247,000.00 1.000 247,000 004 TYPE III BARRICADE EA 168.0000 4,032.00 24.000 4,032 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.4000 193.60 148.000 651 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9900 4,930.20 4,980.000 4,930 007 TRAFFIC PLASTIC DRUM EA 120.0000 1,680.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 11.0000 1,540.00 102.000 1,122 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,560.0000 28,480.00 8.000 28,480 010 TEMPORARY RAILING (TYPE K) LF 26.0000 40,040.00 1,540.000 40,040 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,900.0000 31,200.00 8.000 31,200 SYSTEM 012 JOB SITE MANAGEMENT LS 8,200.0000 8,200.00 1.000 8,200 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 690.0000 690.00 1.000 690 014 TEMPORARY HYDRAULIC MULCH SQYD 4.5000 1,710.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 750.00 0.000 0 016 TEMPORARY FIBER ROLL LF 4.2000 3,192.00 600.000 2,520 017 TEMPORARY CONSTRUCTION ENTRANCE EA 4,600.0000 9,200.00 2.000 9,200 018 STREET SWEEPING LS 5,100.0000 5,100.00 1.000 5,100 019 TEMPORARY CONCRETE WASHOUT LS 3,360.0000 3,360.00 1.000 3,360 020 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 3.3000 5,478.00 1,950.000 6,435 (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.4800 7,680.00 15,327.000 7,356 022 CLEARING AND GRUBBING (LS) LS 7,700.0000 7,700.00 1.000 7,700 PROGRAM CAS145 PAGE 2 DATE 12/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414404 TIME 11:56 AM ESTIMATE NO. 022 BID OPENING 10/03/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/19 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 12/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TREE LS 3,300.0000 3,300.00 0.000 0 024 ROADWAY EXCAVATION (TYPE Z-2) CY 210.0000 29,400.00 105.170 22,085 (AERIALLY DEPOSITED LEAD) 025 IMPORTED BORROW (CY) CY 110.0000 16,500.00 150.000 16,500 026 ROADSIDE CLEARING LS 4,440.0000 4,440.00 1.000 4,440 027 SLOW-RELEASE FERTILIZER LB 5.3000 121.90 19.340 102 028 PLANT (GROUP H) EA 0.5900 1,947.00 2,780.000 1,640 029 MAINTAIN EXISTING PLANTED AREAS LS 12,200.0000 12,200.00 1.000 12,200 030 PLANT ESTABLISHMENT WORK LS 23,800.0000 23,800.00 1.000 23,800 031 CHECK AND TEST EXISTING IRRIGATION LS 3,300.0000 3,300.00 1.000 3,300 FACILITIES 032 OPERATE EXISTING IRRIGATION FACILITIES LS 9,200.0000 9,200.00 1.000 9,200 033 REMOVE IRRIGATION FACILITY LS 3,960.0000 3,960.00 1.000 3,960 034 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 59.0000 354.00 6.000 354 035 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 1,111.50 247.000 1,111 (F) LINE) 036 2" PLASTIC PIPE (SCHEDULE 40) LF 5.2000 624.00 120.000 624 (F) (SUPPLY LINE) 037 DRY SEED (SQFT) SQFT 0.7000 1,421.00 2,415.000 1,690 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7400 1,502.20 2,415.000 1,787 039 COMPOST SOCK LF 10.2000 7,752.00 867.000 8,843 040 COMPOST (CY) CY 154.0000 2,002.00 14.980 2,306 041 INCORPORATE MATERIALS SQFT 0.9100 1,847.30 2,415.000 2,197 042 CLASS 2 AGGREGATE BASE (CY) CY 210.0000 7,770.00 0.000 0 043 CEMENT TREATED PERMEABLE BASE CY 530.0000 8,480.00 16.000 8,480 044 HOT MIX ASPHALT (TYPE A) TON 250.0000 27,500.00 154.950 38,737 045 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 59.0000 3,658.00 62.000 3,658 046 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 214.0000 20,330.00 95.000 20,330 047 REMOVE ASPHALT CONCRETE DIKE LF 23.0000 1,426.00 62.000 1,426 048 STRUCTURAL CONCRETE, BRIDGE CY 3,100.0000 675,800.00 158.810 492,311 (F) 049 DRILL AND BOND DOWEL LF 22.7000 37,091.80 1,696.000 38,499 PROGRAM CAS145 PAGE 3 DATE 12/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414404 TIME 11:56 AM ESTIMATE NO. 022 BID OPENING 10/03/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/19 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 12/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND DOWEL LF 107.0000 856.00 8.000 856 (CHEMICAL ADHESIVE)(LF) 051 CLEAN EXPANSION JOINT LF 112.0000 1,456.00 44.750 5,012 052 JOINT SEAL (MR 1") LF 42.0000 1,344.00 44.750 1,879 053 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 103,100.00 51,550.000 103,100 (F) 054 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 17.3000 23,804.80 1,376.000 23,804 (F) WITHOUT WALKWAY) 055 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.9500 6,811.20 1,376.000 6,811 (F) WITHOUT WALKWAY) 056 REMOVE BRIDGE MOUNTED SIGN EA 3,100.0000 6,200.00 2.000 6,200 057 PEDESTRIAN BARRICADE EA 2,350.0000 2,350.00 1.000 2,350 058 CORE AND PRESSURE GROUT DOWEL LF 103.0000 66,229.00 643.000 66,229 059 REFINISH BRIDGE DECK SQFT 25.3000 16,419.70 398.000 10,069 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 168,000.0000 168,000.00 1.000 168,000 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 120,000.0000 120,000.00 1.000 120,000 062 DRAINAGE INLET MARKER EA 386.0000 1,158.00 0.000 0 063 MODIFY INLET EA 5,400.0000 10,800.00 2.000 10,800 064 DETECTABLE WARNING SURFACE SQFT 47.0000 4,371.00 93.000 4,371 065 MINOR CONCRETE (CURB, SIDEWALK AND CY 345.0000 27,945.00 81.000 27,945 CURB RAMP) 066 REMOVE CONCRETE CY 330.0000 14,850.00 45.000 14,850 (CURB, GUTTER, AND SIDEWALK) (CY) 067 PRE/POST CONSTRUCTION SURVEYS EA 800.0000 5,600.00 7.000 5,600 068 MISCELLANEOUS METAL (BRIDGE) LB 24.3000 13,413.60 552.000 13,413 (F) 069 PAINT CURB (2-COAT) SQFT 2.7500 165.00 60.000 165 070 CHAIN LINK FENCE (TYPE CL-6) LF 37.4000 2,618.00 70.000 2,618 071 REMOVE CHAIN LINK FENCE LF 15.4000 1,078.00 70.000 1,078 072 GUARD RAILING DELINEATOR EA 57.0000 741.00 13.000 741 073 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 1,760.00 165.000 1,815 074 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 12.000 1,800 075 RELOCATE ROADSIDE SIGN EA 193.0000 772.00 4.000 772 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.5000 4,500.00 200.000 4,500 PROGRAM CAS145 PAGE 4 DATE 12/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414404 TIME 11:56 AM ESTIMATE NO. 022 BID OPENING 10/03/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/19 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 12/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.1000 852.00 120.000 852 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7000 1,504.00 320.000 1,504 079 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 12.000 3,000 080 MIDWEST GUARDRAIL SYSTEM LF 39.6000 9,108.00 313.000 12,394 081 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 63.0000 2,331.00 74.000 4,662 082 CHAIN LINK RAILING (TYPE 7) LF 94.0000 94,094.00 1,001.000 94,094 (F) 083 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 16,400.00 4.000 16,400 084 FLARED TERMINAL SYSTEM (TYPE X-TENSION) EA 7,000.0000 7,000.00 1.000 7,000 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 870.0000 870.00 1.000 870 086 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,970.0000 2,970.00 1.000 2,970 087 ALTERNATIVE CRASH CUSHION (TEST LEVEL 2) EA 19,300.0000 19,300.00 1.000 19,300 088 CONCRETE BARRIER (TYPE 732SW) LF 340.0000 166,260.00 489.000 166,260 (F) 089 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 240.0000 122,880.00 512.000 122,880 (F) 090 CONCRETE BARRIER TRANSITION LF 1,460.0000 2,920.00 2.000 2,920 (F) 091 REMOVE GUARDRAIL LF 11.0000 8,690.00 688.500 7,573 092 THERMOPLASTIC PAVEMENT MARKING SQFT 6.6000 5,412.00 836.000 5,517 (ENHANCED WET NIGHT VISIBILITY) 093 PAINT TRAFFIC STRIPE (1-COAT) LF 1.1000 1,980.00 1,837.000 2,020 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 3,707.00 4,021.000 4,423 (ENHANCED WET NIGHT VISIBILITY) 095 REMOVE PAINTED TRAFFIC STRIPE LF 1.1000 2,343.00 2,708.000 2,978 096 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 192.50 96.000 264 097 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 1,452.00 332.000 1,095 098 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 1.000 1,100 SYSTEM ELEMENTS DURING CONSTRUCTION 099 MODIFYING EXISTING ELECTRICAL SYSTEM LS 110,000.0000 110,000.00 1.000 110,000 PROGRAM CAS145 PAGE 5 DATE 12/03/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-414404 TIME 11:56 AM ESTIMATE NO. 022 BID OPENING 10/03/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/19 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 12/03/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,354,163.13 ADJUSTMENT OF COMPENSATION 0.00 186,000.00 EXTRA WORK 0.00 173,684.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,713,847.14 100 MOBILIZATION LS 80,000.0000 80,000.00 1.000 80,000 ORIGINAL CONTRACT AMOUNT 2,623,202.30 TOTAL WORK COMPLETED 0.00 2,793,847.14 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -76,800.00 TOTAL 0.00 2,717,047.14 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 02/09/18 150 04/09/18 04/09/18 10/17/19 353 29 44 0 100% 100% WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/03/20