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 03/22/19 EST. NO. 013 TIME 02:39 PM R.E. NAME: AMARJIT DHALIWAL 06-442544 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0005 10,534.80 E.W. @ L.S.(+) 022819 N 0001 0 10,534.80 TOTAL THIS ESTIMATE 245,981.50 TOTAL PREVIOUS ESTIMATE 256,516.30 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 03/22/19 EST. NO. 013 TIME 02:39 PM R.E. NAME: AMARJIT DHALIWAL 06-442544 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,000.00 003 MISSING PAYROLL -10,000.00 007 MISSING PAYROLL -10,000.00 008 REC'D PAYROLL EST.03 3,000.00 008 MISSING PAYROLL -10,000.00 009 REC'D PAYROLL EST.07 10,000.00 010 REC'D PAYROLL EST.08 10,000.00 010 REC'D PAYROLL EST.09 10,000.00 010 MISSING PAYROLL -10,000.00 012 MISSING PAYROLL -10,000.00 013 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 LOCATION RERUN PROGRESS ESTIMATE 06-KER-46-30.5/33.5 ----------------------- SECURITY PAVING COMPANY, INC. ON STATE ROUTE 46, FROM THE 13170 TELFAIR AVENUE INTERSECTION OF LOST HILLS ROAD TO SYLMAR CA 91342 0.9 MILES EAST OF THE INTERSTATE 5 INTERCHANGE FED. AID NO. PLUL-6206(21)E 2-LN CONVENTIONAL HIGHWAY TO 4-LN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,400.0000 5,400.00 0.500 2,700 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 970,000.00 15.000 30,000.00 226.000 452,000 004 CONSTRUCTION AREA SIGNS LS 33,400.0000 33,400.00 0.020 668.00 0.420 14,028 005 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.030 5,250.00 0.470 82,250 006 TYPE III BARRICADE EA 60.0000 1,140.00 1.000 60 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.6000 5,194.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 39.0000 26,520.00 27.000 1,053.00 290.000 11,310 009 TEMPORARY PAVEMENT MARKER EA 10.6000 5,512.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.030 900.00 0.470 14,100 011 TEMPORARY RAILING (TYPE K) LF 17.0000 25,160.00 1,480.000 25,160 012 TEMPORARY CRASH CUSHION MODULE EA 170.0000 11,900.00 70.000 11,900 013 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 0.030 1,260.00 0.510 21,420 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,200.0000 2,200.00 0.750 1,650 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 1,060.0000 2,120.00 1.000 1,060 (TEMPORARY EROSION CONTROL) 017 TEMPORARY SOIL BINDER SQYD 0.1800 25,200.00 20,872.000 3,756 018 TEMPORARY DRAINAGE INLET PROTECTION EA 520.0000 1,560.00 5.000 2,600 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 6.000 21,000 020 STREET SWEEPING LS 230,000.0000 230,000.00 0.440 101,200 021 TEMPORARY CONCRETE WASHOUT LS 31,000.0000 31,000.00 0.410 12,710 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1500 3,633.50 0.000 0 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.5500 18,755.00 0.000 0 024 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 4,700.00 180.000 900.00 838.000 4,190 025 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 0.050 4,000.00 0.550 44,000 026 DUST PALLIATIVE LS 80,000.0000 80,000.00 0.000 0 027 ROADWAY EXCAVATION CY 13.2000 2,283,600.00 2,190.000 28,908.00 88,877.550 1,173,183 028 STRUCTURE EXCAVATION (BRIDGE) CY 174.0000 100,050.00 492.000 85,608 (F) 029 STRUCTURE EXCAVATION (RETAINING WALL) CY 18.0000 9,180.00 89.000 1,602 030 STRUCTURE BACKFILL (BRIDGE) CY 170.0000 52,870.00 121.000 20,570 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 78.0000 45,240.00 122.000 9,516 032 IMPORTED BORROW (CY) CY 17.0000 358,700.00 0.000 0 033 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 20.0000 5,800.00 220.000 4,400 CLASS B2 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,060.0000 2,120.00 0.000 0 035 HYDROMULCH SQFT 0.0300 66,600.00 0.000 0 036 HYDROSEED SQFT 0.0500 111,000.00 0.000 0 037 CLASS 2 AGGREGATE SUBBASE CY 55.0000 321,750.00 450.630 24,784.65 2,666.630 146,664 038 CLASS 2 AGGREGATE BASE (CY) CY 52.5000 2,514,750.00 2,844.290 149,325.23 12,935.150 679,095 039 HOT MIX ASPHALT (TYPE A) TON 88.2500 4,236,000.00 5,505.950 485,900.09 9,215.400 813,259 040 HOT MIX ASPHALT (BRIDGE) TON 400.0000 3,600.00 0.000 0 041 DATA CORE LS 10,000.0000 10,000.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 2,275.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 800.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 24,350.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 1,325.00 0.000 0 046 PLACE HOT MIX ASPHALT SQYD 24.0000 18,720.00 0.000 0 (MISCELLANEOUS AREA) 047 TACK COAT TON 755.0000 43,035.00 0.480 362 048 CONTINUOUSLY REINFORCED CONCRETE CY 272.0000 2,026,400.00 471.660 128,291.52 2,368.810 644,316 PAVEMENT 049 FURNISH PILING (CLASS 200) LF 92.2000 220,450.20 2,391.000 220,450 (ALTERNATIVE W) PROGRAM CAS145 PAGE 3 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRIVE PILE (CLASS 200) EA 1,855.0000 89,040.00 48.000 89,040 (ALTERNATIVE W) 051 FURNISH 16" CAST-IN-STEEL SHELL LF 92.2000 148,995.20 1,616.000 148,995 CONCRETE PILING 052 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,240.0000 186,560.00 32.000 135,680 PILE 053 FURNISH 24" CAST-IN-STEEL SHELL LF 145.2000 290,980.80 2,004.000 290,980 CONCRETE PILING 054 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 4,770.0000 171,720.00 18.000 85,860 PILE 055 48" CAST-IN-DRILLED-HOLE CONCRETE LF 580.0000 75,400.00 54.000 31,320 PILE (SIGN FOUNDATION) 056 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 610.0000 52,460.00 86.000 52,460 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 690.0000 365,700.00 379.000 261,510 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 735.0000 967,995.00 384.000 282,240 (F) (POLYMER FIBER) 059 STRUCTURAL CONCRETE, RETAINING WALL CY 687.0000 160,071.00 72.500 49,807 (F) 060 STRUCTURAL CONCRETE, BOX CULVERT CY 1,140.0000 387,600.00 128.000 145,920 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,650.0000 198,000.00 21.030 34,699 062 DRILL AND BOND DOWEL LF 37.0000 17,501.00 0.000 0 063 PRESSURE GROUT ANCHOR ROD LF 85.6000 10,100.80 59.000 5,050.40 59.000 5,050 064 CLEAN EXPANSION JOINT LF 37.0000 5,254.00 0.000 0 065 JOINT SEAL (MR 1/2") LF 61.0000 3,416.00 0.000 0 066 JOINT SEAL (MR 1 1/2") LF 104.0000 11,752.00 0.000 0 067 BAR REINFORCING STEEL LB 0.6000 46,653.60 35,266.000 21,159 (F) 068 BAR REINFORCING STEEL (BRIDGE) LB 0.9100 513,970.73 263,977.000 240,219 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 24,670.00 8,759.000 8,759 (F) 070 HEADED BAR REINFORCEMENT EA 6.0000 2,928.00 238.000 1,428 (F) 071 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.1500 938,451.35 436,489.000 938,451 (F) 072 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4300 187,690.27 349,191.200 150,152 (F) 073 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.1000 225,420.00 44,200.000 225,420 (F) 074 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.7200 31,824.00 0.000 0 (F) 075 REMOVE SIGN STRUCTURE (EA) EA 1,600.0000 4,800.00 0.000 0 076 CLEAN AND PAINT STRUCTURAL STEEL LS 311,000.0000 311,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CORE 1-1/4" AND PRESSURE GROUT THREADED LF 86.0000 6,192.00 0.000 0 ROD 078 BRIDGE REMOVAL LS 120.0000 120.00 0.000 0 079 BRIDGE REMOVAL (PORTION) LS 41,800.0000 41,800.00 0.000 0 080 18" ALTERNATIVE PIPE CULVERT LF 76.0000 53,200.00 367.000 27,892.00 367.000 27,892 081 24" ALTERNATIVE PIPE CULVERT LF 94.0000 233,120.00 40.000 3,760.00 983.900 92,486 082 36" ALTERNATIVE PIPE CULVERT LF 149.0000 149,000.00 317.600 47,322 083 CONCRETE BACKFILL (PIPE TRENCH) CY 163.0000 7,172.00 21.690 3,535 084 30" REINFORCED CONCRETE PIPE LF 253.0000 1,771.00 0.000 0 085 18" ALTERNATIVE FLARED END SECTION EA 280.0000 1,120.00 0.000 0 086 24" ALTERNATIVE FLARED END SECTION EA 401.0000 8,020.00 5.000 2,005 087 36" ALTERNATIVE FLARED END SECTION EA 1,060.0000 1,060.00 0.000 0 088 48" PRECAST CONCRETE PIPE MANHOLE LF 240.0000 6,000.00 0.000 0 089 REMOVE DRAINAGE FACILITY (EA) EA 2,850.0000 17,100.00 3.000 8,550 090 REMOVE CULVERT (LF) LF 46.0000 1,104.00 0.000 0 091 REMOVE INLET EA 1,900.0000 1,900.00 0.000 0 092 REMOVE FLARED END SECTION (EA) EA 530.0000 2,120.00 3.000 1,590 093 ADJUST UTILITY COVER TO GRADE EA 1,600.0000 14,400.00 1.000 1,600 094 ADJUST SEWER MANHOLE EA 1,600.0000 6,400.00 2.000 3,200 095 CAP MANHOLE EA 2,100.0000 2,100.00 0.000 0 096 ROCK SLOPE PROTECTION CY 235.0000 178,600.00 254.000 59,690 (F) (FACING, METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 22,400.00 559.400 7,831 098 DETECTABLE WARNING SURFACE SQFT 33.0000 7,260.00 87.500 2,887 099 MINOR CONCRETE (MISCELLANEOUS CY 423.0000 473,760.00 4.900 2,072.70 455.260 192,574 CONSTRUCTION) 100 MINOR CONCRETE (STAMPED CONCRETE) SQFT 7.2000 81,360.00 0.000 0 101 REMOVE CONCRETE CURB (LF) LF 5.6000 1,624.00 289.000 1,618 102 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 3.7000 6,549.00 450.000 1,665 103 REMOVE CONCRETE (CURB AND GUTTER) LF 4.5000 9,855.00 698.000 3,141 PROGRAM CAS145 PAGE 5 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 2.0000 20,338.00 478.000 956 (F) 105 MANHOLE FRAME AND COVER EA 740.0000 2,220.00 1.000 740 106 FENCE (TYPE BW, METAL POST) LF 24.0000 26,400.00 0.000 0 107 CHAIN LINK FENCE (TYPE CL-6) LF 25.4000 50,292.00 1,979.000 50,266 108 16' CHAIN LINK GATE (TYPE CL-6) EA 3,500.0000 3,500.00 0.000 0 109 REMOVE FENCE LF 9.1000 9,919.00 1,740.470 15,838 110 REMOVE PAVEMENT MARKER EA 1.1000 121.00 0.000 0 111 DELINEATOR (CLASS 1) EA 53.0000 10,600.00 0.000 0 112 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 7,225.00 0.000 0 113 OBJECT MARKER (TYPE K) EA 74.2000 667.80 0.000 0 114 REMOVE ROADSIDE SIGN EA 74.2000 4,155.20 24.000 1,780 115 RELOCATE ROADSIDE SIGN EA 297.0000 2,079.00 0.000 0 116 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.0000 10,850.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,900.00 0.000 0 (0.063"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 3,608.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,320.00 0.000 0 (0.080"-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,400.00 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 2,145.00 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 122 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.1000 8,262.00 0.000 0 123 ROADSIDE SIGN - ONE POST EA 425.0000 37,825.00 0.000 0 124 ROADSIDE SIGN - TWO POST EA 635.0000 1,905.00 0.000 0 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 133.0000 1,729.00 0.000 0 METHOD) 126 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.6500 25,294.50 0.000 0 127 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 70.0000 5,250.00 0.000 0 128 CABLE RAILING LF 69.0000 4,347.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 TRANSITION RAILING (TYPE WB-31) EA 4,525.0000 18,100.00 0.000 0 130 END ANCHOR ASSEMBLY (TYPE SFT) EA 770.0000 3,850.00 0.000 0 131 SOFTSTOP TERMINAL SYSTEMS EA 3,765.0000 11,295.00 0.000 0 132 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,775.0000 13,875.00 0.000 0 133 ALTERNATIVE CRASH CUSHION SYSTEM(TYPE A) EA 4,060.0000 12,180.00 0.000 0 134 ALTERNATIVE CRASH CUSHION SYSTEM(TYPE B) EA 45,400.0000 90,800.00 0.000 0 135 CONCRETE BARRIER (TYPE 60) LF 90.0000 58,500.00 0.000 0 136 CONCRETE BARRIER (TYPE 60R) LF 345.0000 34,155.00 0.000 0 137 CONCRETE BARRIER (TYPE 736) LF 77.0000 48,587.00 0.000 0 (F) 138 CONCRETE BARRIER (TYPE 736A) LF 77.0000 6,468.00 0.000 0 (F) 139 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 77.0000 29,260.00 0.000 0 (F) 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 REMOVE GUARDRAIL LF 8.8000 16,632.00 919.600 8,092 142 SALVAGE METAL BRIDGE RAILING LF 10.0000 7,550.00 0.000 0 143 SALVAGE GUARDRAIL LF 9.5500 1,432.50 150.000 1,432 144 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 75.0000 7,500.00 0.000 0 145 REMOVE CONCRETE BARRIER LF 33.0000 3,300.00 55.000 1,815.00 55.000 1,815 146 SALVAGE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0 147 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 51,948.00 0.000 0 148 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 14,190.00 0.000 0 149 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 20,054.00 0.000 0 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 357.50 0.000 0 (BROKEN 6-1) 151 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 91.00 0.000 0 (BROKEN 12-3) 152 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 9,685.00 0.000 0 (BROKEN 36-12) 153 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 461.50 0.000 0 (BROKEN 17-7) 154 PAINT TRAFFIC STRIPE (1-COAT) LF 0.7000 21,980.00 0.000 0 155 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 8,206.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 LIGHTING SYSTEM LS 159,000.0000 159,000.00 0.027 4,293 157 SIGN ILLUMINATION SYSTEM LS 10,600.0000 10,600.00 0.000 0 158 TRAFFIC MONITORING STATION SYSTEM LS 137,800.0000 137,800.00 0.017 2,342.60 0.043 5,925 159 HIGHWAY ADVISORY RADIO SYSTEM LS 148,400.0000 148,400.00 0.023 3,413.20 0.137 20,330 160 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,272,000.0000 1,272,000.00 0.032 40,704.00 0.307 390,504 161 REMOVING EXISTING ELECTRICAL SYSTEM LS 12,700.0000 12,700.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 02:39 PM ESTIMATE NO. 013 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 948,290.39 8,787,840.07 ADJUSTMENT OF COMPENSATION 0.00 22,649.78 EXTRA WORK 10,534.80 233,866.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 958,825.19 9,044,356.37 162 MOBILIZATION LS 1,400,000.0000 1,400,000.00 0.950 1,330,000 ORIGINAL CONTRACT AMOUNT 24,932,380.45 TOTAL WORK COMPLETED 958,825.19 10,374,356.37 MATERIALS ON HAND ON SITE 120,473.26 189,100.84 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 1,069,298.45 10,543,457.21 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 02/02/18 485 03/29/18 03/29/18 04/06/20 226 17 0 0 40% 47% PROGRESS IS SATISFACTORY AMARJIT DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/19