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 03/26/20 EST. NO. 026 TIME 11:07 AM R.E. NAME: LABRADOR ALBERT 11-421604 --------------------------------------------------------------------------- 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 03/26/20 EST. NO. 026 TIME 11:07 AM R.E. NAME: LABRADOR ALBERT 11-421604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% PERFORMANCE FAIL -14,695.60 013 25% PERFORMANCE FAIL 14,695.60 017 O/S 2402F/2403F OOD -10,000.00 021 HMA AIR VOIDS -11,000.00 022 P/S 2402F/2403F OOD 10,000.00 024 0.00 -11,000.00 LABOR COMPLIANCE VIOLATION DEL APR 17 CPR -10,000.00 002 DEL MAY 17 CPR -6,000.00 003 PRTL APR 17 DEL 3,000.00 003 PRTL MAY 17 DEL 1,000.00 005 PRTL APR 17 DEL 2,000.00 005 DEL AUG 17 CPR -10,000.00 006 DEL SEP 17 CPR -5,000.00 007 INQ SEP 17 CPR -5,000.00 007 DEL OCT 17 CPR -5,000.00 008 RECD OCT 17 DEL 5,000.00 009 RECD SEP 17 DEL 5,000.00 009 RECD APR 17 DEL 5,000.00 010 RECD AUG 17 DEL 10,000.00 010 RECD SEP 17 INQ 5,000.00 010 DEL JAN 18 CPR -3,000.00 011 DEL FEB 18 CPR -2,000.00 012 PRTL JAN 18 DEL 1,000.00 012 PRTL MAY 17 DEL 2,000.00 012 DEL MAR 18 CPR -10,000.00 013 DEL APR 18 CPR -1,000.00 014 PRTL MAR 18 DEL 8,000.00 014 RECD JAN 18 DEL 2,000.00 014 PRTL MAR 18 DEL 1,000.00 015 RECD APR 18 DEL 1,000.00 015 RECD MAY 17 DEL 3,000.00 015 DEL JUN 18 CPR -8,000.00 016 DEL JUL 18 CPR -6,000.00 017 PRTL JUN 18 DEL 6,000.00 017 DEL AUG 18 CPR -2,000.00 019 RECD FEB 18 DEL 2,000.00 019 DEL SEP 18 CPR -10,000.00 020 PRTL JUL 18 DEL 1,000.00 020 RECD AUG 18 DEL 2,000.00 020 RECD MAR 18 DEL 1,000.00 020 AA OCT/NOV OTH -5,000.00 021 PRTL SEP 18 DEL 5,000.00 021 RECD JUL 18 DEL 5,000.00 021 RECD JUN 18 DEL 2,000.00 021 RECD OCT OTH 5,000.00 022 RECD SEP 18 DEL 5,000.00 022 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/26/20 EST. NO. 026 TIME 11:07 AM R.E. NAME: LABRADOR ALBERT 11-421604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 0.00 0.00 LIQUIDATED DAMAGES 2 DAYS @ 6,800. -13,600.00 013 18 DAYS @ $6,800.00 -122,400.00 014 29 DAYS @ $6,800.00 -197,200.00 015 12 DAYS @ $6,800.00 -81,600.00 016 61DAYS@$6,800. 414,800.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,000.00 PROGRAM CAS145 PAGE 1 DATE 03/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 11:07 AM ESTIMATE NO. 026 BID OPENING 12/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/18 R.E. NAME: LABRADOR ALBERT DATE OF THIS ESTIMATE 03/26/20 LOCATION FINAL ESTIMATE 11-SD-78-13.0/14.1 -------------- WESTERN RIM CONSTRUCTORS, IN SAN DIEGO COUNTY IN SAN MARCOS INC. FROM 0.1 MILE EAST OF TWIN OAKS 621 S ANDREASEN DRIVE, SUITE VALLEY ROAD OVERCROSSING TO 0.2 ESCONDIDO CA 92029 MILE WEST OF WOODLAND PARKWAY UNDERCROSSING FED. AID NO. ACNH-PP07-8(118)E CONSTRUCT EASTBOUND AND WESTBOUND ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 375,000.00 250.000 375,000 004 CONSTRUCTION AREA SIGNS LS 20,900.0000 20,900.00 1.000 20,900 005 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 006 TYPE III BARRICADE EA 39.0000 429.00 11.000 429 007 TRAFFIC PLASTIC DRUM EA 38.4900 1,578.09 41.000 1,578 008 TEMPORARY RADAR SPEED SIGN EA 12,000.0000 24,000.00 2.000 24,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 40,000.00 10.000 40,000 010 TEMPORARY RAILING (TYPE K) LF 19.8500 188,178.00 9,480.000 188,178 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 15,000.00 5.000 15,000 SYSTEM 012 JOB SITE MANAGEMENT LS 40,300.0000 40,300.00 1.000 40,300 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,150.0000 2,150.00 1.000 2,150 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 10.000 5,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 10,200.00 2.000 1,200 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 017 TEMPORARY CHECK DAM LF 10.0000 300.00 30.000 300 018 TEMPORARY DRAINAGE INLET PROTECTION EA 428.5700 5,999.98 14.000 5,999 019 TEMPORARY FIBER ROLL LF 3.0000 34,800.00 7,400.000 22,200 020 TEMPORARY GRAVEL BAG BERM LF 5.0000 200.00 40.000 200 021 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 10,500.00 2.000 7,000 022 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 03/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 11:07 AM ESTIMATE NO. 026 BID OPENING 12/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/18 R.E. NAME: LABRADOR ALBERT DATE OF THIS ESTIMATE 03/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 1.000 6,000 024 TREATED WOOD WASTE LB 0.4800 4,992.00 10,400.000 4,992 025 ABANDON CULVERT (LF) LF 17.5000 8,575.00 490.000 8,575 026 REMOVE CHAIN LINK FENCE LF 21.1000 2,110.00 100.000 2,110 027 REMOVE GUARDRAIL LF 13.4000 7,102.00 526.000 7,048 028 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 1.000 1,000 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 13,740.00 45,800.000 13,740 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,640.00 6,600.000 2,640 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 420.00 210.000 420 032 REMOVE ROADSIDE SIGN EA 75.0000 900.00 12.000 900 033 REMOVE SIGN STRUCTURE (EA) EA 3,512.0000 17,560.00 5.000 17,560 034 REMOVE INLET EA 659.7100 4,617.97 7.000 4,617 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16.2000 18,954.00 1,166.000 18,889 036 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 037 DUST PALLIATIVE LS 5,000.0000 5,000.00 1.000 5,000 038 ROADWAY EXCAVATION CY 49.8800 343,673.20 6,890.000 343,673 039 ROADWAY EXCAVATION (TYPE Z-2) CY 180.0000 412,200.00 2,290.000 412,200 (AERIALLY DEPOSITED LEAD) 040 ROCK EXCAVATION CY 56.9500 348,534.00 6,120.000 348,534 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 71.6500 30,522.90 426.000 30,522 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 57.1000 10,392.20 182.000 10,392 (F) 043 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 2,000.00 40.000 2,000 (F) WALL) 044 DITCH EXCAVATION CY 71.0000 4,970.00 70.000 4,970 045 CHECK AND TEST EXISTING IRRIGATION LS 1,000.0000 1,000.00 1.000 1,000 FACILITIES 046 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 11,220.00 122,992.000 13,529 (SQFT) 047 COMPOST SOCK LF 7.4000 47,212.00 6,380.000 47,212 048 CLASS 2 AGGREGATE BASE (CY) CY 51.5400 297,385.80 5,541.100 285,588 049 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,900.0000 2,030.00 3.090 8,961 PROGRAM CAS145 PAGE 3 DATE 03/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 11:07 AM ESTIMATE NO. 026 BID OPENING 12/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/18 R.E. NAME: LABRADOR ALBERT DATE OF THIS ESTIMATE 03/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 99.0000 301,950.00 2,905.800 287,674 051 MINOR HOT MIX ASPHALT TON 131.5800 5,000.04 37.500 4,934 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 147.0000 260,190.00 1,511.570 222,200 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 900.00 180.000 900 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 14,050.00 2,810.000 14,050 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 225.00 44.500 222 056 PLACE HOT MIX ASPHALT DIKE LF 5.0000 240.00 48.000 240 (TYPE C MODIFIED) 057 PLACE HOT MIX ASPHALT SQYD 119.0500 2,500.05 21.000 2,500 (MISCELLANEOUS AREA) 058 TACK COAT TON 2,900.0000 8,700.00 3.000 8,700 059 60" CAST-IN-DRILLED-HOLE CONCRETE LF 885.0000 88,500.00 100.000 88,500 PILE (SIGN FOUNDATION) 060 STRUCTURAL CONCRETE, RETAINING WALL CY 572.7700 156,938.98 274.000 156,938 (F) 061 MINOR CONCRETE (MINOR STRUCTURE) CY 343.0000 9,604.00 28.000 9,604 (F) 062 FRACTURED RIB TEXTURE SQFT 34.9300 33,986.89 973.000 33,986 (F) 063 DRILL AND BOND DOWEL LF 113.6400 1,250.04 11.000 1,250 064 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2200 31,530.90 25,845.000 31,530 (F) 065 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6800 200,169.20 74,690.000 200,169 (F) 066 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2300 17,178.70 74,690.000 17,178 (F) 067 ROADSIDE SIGN - ONE POST EA 285.0000 1,425.00 5.000 1,425 068 ROADSIDE SIGN - TWO POST EA 1,195.0000 7,170.00 5.000 5,975 069 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 625.00 6.000 750 METHOD) 070 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,500.00 15.000 1,500 EXISTING POST 071 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.7500 19,475.00 816.600 19,394 FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 999.70 65.000 999 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 2,530.00 220.000 2,530 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8300 1,499.76 72.000 1,499 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 03/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 11:07 AM ESTIMATE NO. 026 BID OPENING 12/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/18 R.E. NAME: LABRADOR ALBERT DATE OF THIS ESTIMATE 03/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7400 5,000.20 230.000 5,000 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 076 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 5,950.00 1,400.000 5,950 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 24" REINFORCED CONCRETE PIPE LF 136.5700 9,559.90 70.800 9,669 079 30" REINFORCED CONCRETE PIPE LF 292.4400 2,631.96 9.000 2,631 080 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 48.6900 14,120.10 290.000 14,120 081 18" BITUMINOUS COATED PAVED INVERT LF 158.5600 5,708.16 35.200 5,581 CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) 082 ROCK SLOPE PROTECTION CY 476.2500 952.50 2.000 952 (F) (FACING, METHOD B) (CY) 083 CONCRETE (DITCH LINING) CY 410.0000 65,600.00 159.300 65,313 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 358.8600 2,512.02 7.000 2,512 085 MINOR CONCRETE (MISCELLANEOUS CY 650.1000 78,012.00 120.000 78,012 CONSTRUCTION) 086 MISCELLANEOUS IRON AND STEEL LB 2.2500 6,102.00 2,712.000 6,102 (F) 087 TEMPORARY FENCE (TYPE CL-6) LF 32.0000 3,520.00 110.000 3,520 088 CHAIN LINK FENCE (TYPE CL-6) LF 38.5000 3,850.00 122.000 4,697 089 GUARD RAILING DELINEATOR EA 25.0000 100.00 4.000 100 090 MIDWEST GUARDRAIL SYSTEM LF 96.0000 3,648.00 38.000 3,648 091 CABLE RAILING LF 33.3000 8,158.50 245.000 8,158 (F) 092 END ANCHOR ASSEMBLY (TYPE SFT) EA 830.0000 830.00 1.000 830 093 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,750.0000 3,750.00 1.000 3,750 094 ALTERNATIVE CRASH CUSHION EA 32,100.0000 96,300.00 3.000 96,300 095 CONCRETE BARRIER (TYPE 60) LF 63.7000 150,332.00 2,358.400 150,230 096 CONCRETE BARRIER (TYPE 60D) LF 84.5800 21,145.00 245.000 20,722 097 CONCRETE BARRIER (TYPE 60G) LF 93.5000 57,970.00 620.000 57,970 098 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 300.0000 19,800.00 66.000 19,800 099 CONCRETE BARRIER (TYPE 736B) LF 150.0000 12,150.00 81.000 12,150 (F) 100 CONCRETE BARRIER TRANSITION LF 280.0000 25,200.00 90.000 25,200 (F) PROGRAM CAS145 PAGE 5 DATE 03/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 11:07 AM ESTIMATE NO. 026 BID OPENING 12/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/18 R.E. NAME: LABRADOR ALBERT DATE OF THIS ESTIMATE 03/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 101 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 534.00 88.000 528 (ENHANCED WET NIGHT VISIBILITY) 102 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1400 1,498.00 11,891.000 1,664 103 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 6,336.00 34,027.000 6,124 104 4" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.6000 59,540.00 21,294.000 55,364 105 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.6000 33,732.00 0.000 0 106 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.3000 21,070.00 0.000 0 107 8" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 3.5000 13,475.00 0.000 0 (WARRANTY) 108 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 2.2000 53,900.00 0.000 0 (WARRANTY) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,640.00 0.000 0 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 5,539.00 1,164.000 3,375 111 LIGHTING SYSTEM LS 286,500.0000 286,500.00 1.000 286,500 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 18" BITUMINOUS COATED PAVED INVERT LF 476.1905 1,000.00 2.100 1,000 CORRUGATED STEEL PIPE (.064" THICK) 114 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 56,000.00 14.000 56,000 (F) 115 36" BITUMINOUS COATED CORRUGATED STEEL LF 280.7000 1,403.50 5.000 1,403 PIPE (.064" THICK) PROGRAM CAS145 PAGE 6 DATE 03/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 11:07 AM ESTIMATE NO. 026 BID OPENING 12/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/18 R.E. NAME: LABRADOR ALBERT DATE OF THIS ESTIMATE 03/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,599,045.59 ADJUSTMENT OF COMPENSATION 0.00 41,197.13 EXTRA WORK 0.00 561,667.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 5,201,910.15 116 MOBILIZATION LS 535,000.0000 535,000.00 1.000 535,000 ORIGINAL CONTRACT AMOUNT 5,351,494.24 TOTAL WORK COMPLETED 0.00 5,736,910.15 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -11,000.00 TOTAL 0.00 5,725,910.15 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 02/06/17 250 04/03/17 04/03/17 10/22/18 378 18 0 128 100% 100% LABRADOR ALBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 03/26/20