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 07/24/18 EST. NO. 005 TIME 12:58 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 --------------------------------------------------------------------------- 004 0017 1,354.61 E.W. @ F.A.(+) 040618 Y 0021.0 0018 644.35 042718 Y 0022.0 0019 1,751.18 043018 Y 0023.0 0020 462.31 050118 Y 0024.0 0021 1,262.16 051118 Y 0025.0 008 0001 944.84 E.W. @ F.A.(+) 051118 Y 0026.0 0002 3,436.10 051418 Y 0027.0 9,855.55 TOTAL THIS ESTIMATE 174,393.98 TOTAL PREVIOUS ESTIMATE 184,249.53 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 07/24/18 EST. NO. 005 TIME 12:58 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 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 LOCATION 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 0.250 1,350 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 970,000.00 21.000 42,000.00 80.000 160,000 004 CONSTRUCTION AREA SIGNS LS 33,400.0000 33,400.00 0.010 334.00 0.280 9,352 005 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.040 7,000.00 0.160 28,000 006 TYPE III BARRICADE EA 60.0000 1,140.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.6000 5,194.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 39.0000 26,520.00 20.000 780.00 240.000 9,360 009 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 0.040 1,200.00 0.160 4,800 011 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 0.080 3,360.00 0.200 8,400 014 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 0.000 0 016 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 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 520.0000 1,560.00 5.000 2,600.00 5.000 2,600 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 1.000 3,500.00 6.000 21,000 020 STREET SWEEPING LS 230,000.0000 230,000.00 0.040 9,200.00 0.160 36,800 021 TEMPORARY CONCRETE WASHOUT LS 31,000.0000 31,000.00 0.160 4,960.00 0.160 4,960 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1500 3,633.50 0.000 0 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,700.00 618.000 3,090 025 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 0.500 40,000 026 DUST PALLIATIVE LS 80,000.0000 80,000.00 0.000 0 027 ROADWAY EXCAVATION CY 13.2000 2,283,600.00 73,209.000 966,358 028 STRUCTURE EXCAVATION (BRIDGE) CY 174.0000 100,050.00 252.000 43,848.00 252.000 43,848 (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 0.000 0 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 78.0000 45,240.00 0.000 0 032 IMPORTED BORROW (CY) CY 17.0000 358,700.00 0.000 0 033 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 20.0000 5,800.00 220.000 4,400.00 220.000 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 0.000 0 038 CLASS 2 AGGREGATE BASE (CY) CY 52.5000 2,514,750.00 2,716.000 142,590.00 2,716.000 142,590 039 HOT MIX ASPHALT (TYPE A) TON 88.2500 4,236,000.00 1,894.450 167,185.21 1,894.450 167,185 040 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 0.480 362.40 0.480 362 048 CONTINUOUSLY REINFORCED CONCRETE CY 272.0000 2,026,400.00 0.000 0 PAVEMENT 049 FURNISH PILING (CLASS 200) LF 92.2000 220,450.20 1,382.000 127,420.40 1,382.000 127,420 (ALTERNATIVE W) PROGRAM CAS145 PAGE 3 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (ALTERNATIVE W) 051 FURNISH 16" CAST-IN-STEEL SHELL LF 92.2000 148,995.20 1,052.000 96,994.40 1,052.000 96,994 CONCRETE PILING 052 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,240.0000 186,560.00 0.500 2,120.00 0.500 2,120 PILE 053 FURNISH 24" CAST-IN-STEEL SHELL LF 145.2000 290,980.80 2,004.000 290,980.80 2,004.000 290,980 CONCRETE PILING 054 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 4,770.0000 171,720.00 0.500 2,385.00 0.500 2,385 PILE 055 48" CAST-IN-DRILLED-HOLE CONCRETE LF 580.0000 75,400.00 0.000 0 PILE (SIGN FOUNDATION) 056 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 610.0000 52,460.00 0.000 0 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 690.0000 365,700.00 0.000 0 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 735.0000 967,995.00 0.000 0 (F) (POLYMER FIBER) 059 STRUCTURAL CONCRETE, RETAINING WALL CY 687.0000 160,071.00 24.500 16,831.50 72.500 49,807 (F) 060 STRUCTURAL CONCRETE, BOX CULVERT CY 1,140.0000 387,600.00 55.000 62,700.00 55.000 62,700 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,650.0000 198,000.00 0.000 0 062 DRILL AND BOND DOWEL LF 37.0000 17,501.00 0.000 0 063 PRESSURE GROUT ANCHOR ROD LF 85.6000 10,100.80 0.000 0 064 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 12,595.000 7,557.00 12,595.000 7,557 (F) 068 BAR REINFORCING STEEL (BRIDGE) LB 0.9100 513,970.73 0.000 0 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 24,670.00 7,685.000 7,685.00 7,685.000 7,685 (F) 070 HEADED BAR REINFORCEMENT EA 6.0000 2,928.00 0.000 0 (F) 071 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.1500 938,451.35 0.000 0 (F) 072 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4300 187,690.27 0.000 0 (F) 073 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.1000 225,420.00 0.000 0 (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 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 081 24" ALTERNATIVE PIPE CULVERT LF 94.0000 233,120.00 110.000 10,340.00 410.100 38,549 082 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 14.790 2,410.77 18.590 3,030 084 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 0.000 0 087 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 8,550.00 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 1.000 530 093 ADJUST UTILITY COVER TO GRADE EA 1,600.0000 14,400.00 0.000 0 094 ADJUST SEWER MANHOLE EA 1,600.0000 6,400.00 0.000 0 095 CAP MANHOLE EA 2,100.0000 2,100.00 0.000 0 096 ROCK SLOPE PROTECTION CY 235.0000 178,600.00 0.000 0 (F) (FACING, METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 22,400.00 0.000 0 098 DETECTABLE WARNING SURFACE SQFT 33.0000 7,260.00 0.000 0 099 MINOR CONCRETE (MISCELLANEOUS CY 423.0000 473,760.00 173.700 73,475 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 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 105 MANHOLE FRAME AND COVER EA 740.0000 2,220.00 0.000 0 106 FENCE (TYPE BW, METAL POST) LF 24.0000 26,400.00 0.000 0 107 CHAIN LINK FENCE (TYPE CL-6) LF 25.4000 50,292.00 800.000 20,320.00 800.000 20,320 108 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 6.000 445 115 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 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,092.48 919.600 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 1,432.50 150.000 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 0.000 0 146 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 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 157 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 0.000 0 159 HIGHWAY ADVISORY RADIO SYSTEM LS 148,400.0000 148,400.00 0.000 0 160 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,272,000.0000 1,272,000.00 0.058 73,776.00 0.208 264,576 161 REMOVING EXISTING ELECTRICAL SYSTEM LS 12,700.0000 12,700.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 12:58 PM ESTIMATE NO. 005 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 07/20/18 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 07/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,172,915.46 2,833,064.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,855.55 184,249.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,182,771.01 3,017,313.97 162 MOBILIZATION LS 1,400,000.0000 1,400,000.00 0.250 350,000.00 0.750 1,050,000 ORIGINAL CONTRACT AMOUNT 24,932,380.45 TOTAL WORK COMPLETED 1,532,771.01 4,067,313.97 MATERIALS ON HAND ON SITE 51,490.00 51,490.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 1,584,261.01 4,115,803.97 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 03/11/20 80 0 0 0 16% 16% PROGRESS IS SATISFACTORY AMARJIT DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/18