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 11/26/18 EST. NO. 010 TIME 01:57 PM R.E. NAME: WILLIAMSON, JOHN 11-408704 --------------------------------------------------------------------------- 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 0080 809.18 E.W. @ F.A.(+) 052018 N 0094.1 0082 471.29 080918 N 0235.0 0085 1,105.86 081418 N 0240.0 0086 2,765.98 091118 N 0256.0 0087 202.44 080118 N 0257.0 0088 217.60 072218 N 0258.0 0089 1,920.66 072318 N 0259.0 0090 2,089.06 072218 N 0260.0 0091 475.20 090518 N 0261.0 0092 202.44 091318 N 0262.0 0093 193.13 091118 N 0263.0 0096 1,290.88 092018 N 0288.0 0097 3,191.49 091718 N 0289.0 0098 649.49 091718 N 0290.0 0100 202.44 091818 N 0291.0 0101 744.43 073118 N 0292.0 0102 2,471.60 091818 N 0293.0 0103 120.55 092618 N 0294.0 0104 548.43 092718 N 0295.0 0105 628.64 092518 N 0296.0 0111 341.46 100218 N 0302.0 0112 351.61 100118 N 0303.0 004 0002 155,000.00 A.C. @ U.P.(+) 111918 N 2 0 010 0008 693.89 E.W. @ F.A.(+) 082118 N 0245.0 0014 13.29 082118 N 0245.1 018 0009 266.95 E.W. @ F.A.(+) 091318 N 0270.0 0010 888.03 081218 N 0247.1 024 0011 506.10 E.W. @ F.A.(+) 072218 N 0272.0 036 0001 119,832.46 A.C. @ L.S.(+) 111918 N 1 0 037 0003 363.57 E.W. @ F.A.(+) 081718 N 0265.0 0004 1,077.59 090618 N 0275.0 0013 1,113.89 090918 N 0284.0 300,749.63 TOTAL THIS ESTIMATE 740,433.84 TOTAL PREVIOUS ESTIMATE 1,041,183.47 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 11/26/18 EST. NO. 010 TIME 01:57 PM R.E. NAME: WILLIAMSON, JOHN 11-408704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCS PERFORMANCE -35,000.00 007 LCS PERFORMANCE 35,000.00 008 LCS LOW PERFORMANCE -20,000.00 010 -20,000.00 -20,000.00 LABOR COMPLIANCE VIOLATION DEL MAR 18 CPR -10,000.00 003 PRTL MAR 18 DEL 5,000.00 004 RECD MAR 18 DEL 5,000.00 005 DEL JUN 18 CPR -10,000.00 006 DEL JUL 18 CPR -10,000.00 007 PRTL JUN 18 DEL 2,000.00 007 PRTL JUL 18 DEL 5,000.00 008 PRTL JUN 18 DEL 3,000.00 008 PRTL JUL 18 DEL 2,000.00 009 PRTL JUN 18 DEL 1,000.00 010 1,000.00 -7,000.00 TOTAL DEDUCTIONS -19,000.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 LOCATION PROGRESS ESTIMATE 11-SD-8-9.0/15.3 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY FROM 0.6 MILE 1770 LA COSTA MEADOWS DRIVE WEST OF LAKE MURRAY BOULEVARD SAN MARCOS CA 92078 OVERCROSSING IN SAN DIEGO TO JOHNSON AVENUE UNDERCROSSING IN EL CAJON FED. AID NO. ACIM- 008-1(323)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,700.0000 2,700.00 0.750 2,025 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 500,000.00 19.000 38,000.00 187.000 374,000 004 CONSTRUCTION AREA SIGNS LS 65,900.0000 65,900.00 0.015 988.50 0.549 36,179 005 TRAFFIC CONTROL SYSTEM LS 485,000.0000 485,000.00 0.076 36,860.00 0.744 360,840 006 TYPE II BARRICADE EA 34.0000 2,448.00 72.000 2,448 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 440.00 319.000 1,276 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 3,330.00 16,536.000 4,960 009 TRAFFIC PLASTIC DRUM EA 27.0000 6,480.00 30.000 810.00 219.000 5,913 010 TEMPORARY PAVEMENT MARKER EA 10.2500 2,665.00 7,848.000 80,442 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,160.0000 20,640.00 0.304 1,568.64 2.976 15,356 012 TEMPORARY RAILING (TYPE K) LF 12.0000 84,240.00 1,000.000 12,000.00 6,040.000 72,480 013 TEMPORARY CRASH CUSHION MODULE EA 18.0000 378.00 34.000 612 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,800.0000 78,400.00 5.000 14,000.00 28.000 78,400 SYSTEM 015 JOB SITE MANAGEMENT LS 110,000.0000 110,000.00 0.076 8,360.00 0.744 81,840 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.750 1,875 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 5.000 2,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 2,500.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 45.0000 1,305.00 38.000 1,710 021 TEMPORARY FIBER ROLL LF 1.4000 2,478.00 1,100.000 1,540 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,550.0000 16,650.00 1.000 5,550 PROGRAM CAS145 PAGE 2 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 60,200.0000 60,200.00 0.076 4,575.20 0.744 44,788 024 TEMPORARY CONCRETE WASHOUT LS 33,800.0000 33,800.00 0.076 2,568.80 0.744 25,147 025 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 6,440.00 3,291.000 6,582 (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.2800 50,680.00 81,940.000 22,943.20 162,020.000 45,365 027 REMOVE CONCRETE (CY) CY 215.0000 68,800.00 364.710 78,412 028 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 8,600.00 0.000 0 029 DUST PALLIATIVE LS 1.0000 1.00 0.000 0 030 ROADWAY EXCAVATION CY 83.0000 667,320.00 3,361.700 279,021 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 IMPORTED BORROW (CY) CY 37.0000 121,730.00 -160.000 -5,920.00 840.000 31,080 033 ROADSIDE CLEARING LS 15,400.0000 15,400.00 0.057 877.80 0.889 13,690 034 PRUNE EXISTING PLANTS LS 5,000.0000 5,000.00 1.000 5,000 035 WEED GERMINATION SQYD 0.2000 682.00 0.000 0 036 IRON SULFATE (LB) LB 1.4000 1,246.00 192.000 268.80 192.000 268 037 PACKET FERTILIZER EA 0.2000 496.00 96.000 19.20 96.000 19 038 SLOW-RELEASE FERTILIZER LB 2.1400 535.00 0.000 0 039 PLANT (GROUP C) EA 850.0000 10,200.00 12.000 10,200.00 12.000 10,200 040 PLANT (GROUP H) EA 0.5000 17,523.00 0.000 0 (F) 041 PLANT (GROUP A) EA 9.7000 21,631.00 0.000 0 042 PLANT (GROUP U) EA 145.0000 4,350.00 0.000 0 043 MAINTAIN EXISTING PLANTED AREAS LS 9,400.0000 9,400.00 0.334 3,139 044 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 045 WOOD MULCH CY 42.5000 36,975.00 0.000 0 046 ROCK MULCH SQFT 6.3000 26,964.00 0.000 0 047 CHECK AND TEST EXISTING IRRIGATION LS 26,000.0000 26,000.00 1.000 26,000 FACILITIES 048 REMOVE IRRIGATION FACILITY LS 27,000.0000 27,000.00 0.100 2,700.00 1.000 27,000 049 CONTROL AND NEUTRAL CONDUCTORS LS 10,500.0000 10,500.00 0.250 2,625.00 0.300 3,150 PROGRAM CAS145 PAGE 3 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" REMOTE CONTROL VALVE EA 380.0000 1,520.00 1.000 380 051 1 1/2" REMOTE CONTROL VALVE EA 570.0000 6,840.00 3.000 1,710.00 7.000 3,990 052 TREE WELL SPRINKLER ASSEMBLY EA 38.5000 1,617.00 30.000 1,155.00 30.000 1,155 053 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 50.0000 4,050.00 37.000 1,850 054 RISER SPRINKLER ASSEMBLY EA 47.0000 6,580.00 90.000 4,230.00 90.000 4,230 055 2" GATE VALVE EA 480.0000 3,360.00 3.000 1,440.00 5.000 2,400 056 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 18,940.00 2,170.000 8,680.00 2,470.000 9,880 (F) LINE) 057 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.1000 4,100.00 355.000 1,455.50 445.000 1,824 (F) (SUPPLY LINE) 058 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.2000 399.00 25.000 105.00 25.000 105 (F) (SUPPLY LINE) 059 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 2,390.00 65.000 325.00 65.000 325 (F) (SUPPLY LINE) 060 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.4000 1,971.00 365.000 1,971.00 365.000 1,971 (F) (SUPPLY LINE) 061 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.0000 2,191.00 300.000 2,100.00 300.000 2,100 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (CLASS 315) LF 8.0000 13,288.00 500.000 4,000.00 540.000 4,320 (F) (SUPPLY LINE) 063 COMPOST SQFT 0.2200 6,754.00 30,700.000 6,754.00 30,700.000 6,754 064 INCORPORATE MATERIALS SQFT 0.3500 10,745.00 30,700.000 10,745.00 30,700.000 10,745 065 LEAN CONCRETE BASE RAPID SETTING CY 355.0000 702,900.00 2,241.540 795,746 066 REPLACE BASE CY 125.0000 112,500.00 1,078.550 134,818 067 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,975.0000 90,850.00 0.000 0 068 PREPAVING INERTIAL PROFILER LS 19,100.0000 19,100.00 0.950 18,145 069 HOT MIX ASPHALT (TYPE A) TON 128.0000 540,160.00 131.940 16,888.32 1,708.340 218,667 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 124.0000 3,521,600.00 402.330 49,888.92 26,965.120 3,343,674 071 HOT MIX ASPHALT-OPEN GRADED TON 135.0000 122,850.00 0.000 0 (OPEN GRADED FRICTION COURSE) 072 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 8.8500 3,894.00 0.000 0 (PAVING MAT) 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7000 14,960.00 6,511.000 11,068.70 15,311.000 26,028 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 6,970.00 4,589.000 7,801.30 4,589.000 7,801 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.7000 29,750.00 7,553.000 12,840.10 7,553.000 12,840 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 39,270.00 -5,099.000 -8,668.30 18,001.000 30,601 PROGRAM CAS145 PAGE 4 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 16,609.00 10,506.000 17,860.20 10,506.000 17,860 078 PLACE HOT MIX ASPHALT SQYD 290.0000 55,100.00 134.190 38,915.10 134.190 38,915 (MISCELLANEOUS AREA) 079 TACK COAT TON 850.0000 62,900.00 90.130 76,610 080 REMOVE ASPHALT CONCRETE DIKE LF 1.7500 105,700.00 51,252.000 89,691 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 722,700.00 253,735.010 837,325 082 JOINTED PLAIN CONCRETE PAVEMENT CY 445.0000 511,750.00 1,339.700 596,166 (RSC) 083 DRILL AND BOND (DOWEL BAR) EA 26.0000 76,960.00 3,644.000 94,744 084 SPALL REPAIR (POLYESTER CONCRETE) SQYD 800.0000 248,000.00 36.640 29,312.00 261.750 209,400 085 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 868.0000 1,588,440.00 2,125.910 1,845,289 086 JOINT SEAL (SILICONE) LF 2.0500 463,300.00 205,740.000 421,767 087 GRIND EXISTING CONCRETE SQYD 5.6000 307,440.00 56,186.333 314,643 PAVEMENT 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,410.0000 141,000.00 4.000 5,640.00 82.200 115,902 (F) 089 18" SLOTTED CORRUGATED STEEL PIPE LF 340.0000 6,800.00 20.000 6,800 (.079" THICK) 090 DRAINAGE INLET MARKER EA 165.0000 2,310.00 0.000 0 091 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 710.0000 14,910.00 25.000 17,750 092 MODIFY INLET EA 7,750.0000 7,750.00 1.000 7,750 093 CAP INLET EA 1,670.0000 1,670.00 1.000 1,670 094 DETECTABLE WARNING SURFACE SQFT 22.5000 17,550.00 10.000 225.00 742.000 16,695 095 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 9.0000 261,000.00 28,975.000 260,775 CONCRETE) 096 MINOR CONCRETE (CURB, SIDEWALK AND CY 815.0000 105,950.00 2.100 1,711.50 129.310 105,387 CURB RAMP) 097 PRE/POST CONSTRUCTION SURVEYS EA 940.0000 32,900.00 17.500 16,450 098 MISCELLANEOUS IRON AND STEEL LB 3.0000 987.00 329.000 987 (F) 099 GUARD RAILING DELINEATOR EA 18.0000 1,782.00 0.000 0 100 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 100.00 0.000 0 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 20,400.00 0.000 0 102 OBJECT MARKER (TYPE P) EA 50.0000 1,350.00 0.000 0 103 REMOVE ROADSIDE SIGN EA 77.0000 3,388.00 44.000 3,388 PROGRAM CAS145 PAGE 5 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RESET ROADSIDE SIGN EA 460.0000 920.00 2.000 920 105 RELOCATE ROADSIDE SIGN EA 385.0000 2,310.00 6.000 2,310 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4000 4,070.00 506.340 3,746 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.8000 702.00 80.000 624 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 108 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6000 2,944.00 586.340 2,697 109 ROADSIDE SIGN - ONE POST EA 300.0000 13,800.00 46.000 13,800 110 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 2,320.00 15.000 1,200 METHOD) 111 MIDWEST GUARDRAIL SYSTEM LF 26.5000 373,650.00 1,049.500 27,811.75 13,618.000 360,877 112 TRANSITION RAILING (TYPE WB-31) EA 3,325.0000 113,050.00 5.000 16,625.00 25.000 83,125 113 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 21,000.00 3.000 2,100.00 13.000 9,100 114 TYPE SOFTSTOP TERMINAL SYSTEM EA 3,440.0000 24,080.00 1.000 3,440.00 7.000 24,080 115 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,475.0000 96,525.00 3.000 7,425.00 19.000 47,025 116 ALTERNATIVE CRASH CUSHION EA 35,200.0000 35,200.00 1.000 35,200 117 REMOVE GUARDRAIL LF 6.1000 95,770.00 965.000 5,886.50 13,580.000 82,838 118 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 16,175.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 119 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 45,700.00 0.000 0 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 117,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 122 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 26,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 123 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 7,770.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,596.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 64,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 126 REMOVE PAINTED TRAFFIC STRIPE LF 0.1500 24,300.00 34,191.000 5,128 127 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 120.00 166.000 166 PROGRAM CAS145 PAGE 6 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 8,085.00 0.000 0 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 6,470.00 0.000 0 130 6" RUMBLE STRIP STA 13.4000 10,452.00 681.490 9,131 (ASPHALT CONCRETE PAVEMENT) 131 MODIFYING EXISTING ELECTRICAL SYSTEM LS 605,400.0000 605,400.00 0.073 44,194.20 0.965 584,211 132 SUBSURFACE LOCATOR LS 41,000.0000 41,000.00 0.900 36,900 PROGRAM CAS145 PAGE 7 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-408704 TIME 01:57 PM ESTIMATE NO. 010 BID OPENING 09/12/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 489,080.93 12,772,215.28 ADJUSTMENT OF COMPENSATION 274,832.46 657,399.60 EXTRA WORK 25,917.17 383,783.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 789,830.56 13,813,398.75 133 MOBILIZATION LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 15,993,951.00 TOTAL WORK COMPLETED 789,830.56 15,313,398.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -19,000.00 -27,000.00 TOTAL 770,830.56 15,286,398.75 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 11/28/17 500 01/22/18 01/22/18 03/02/20 186 24 0 0 88% 37% PROGRESS IS SATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/26/18