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 07/20/18 EST. NO. 015 TIME 10:54 AM R.E. NAME: SAM DHALIWAL 06-457114 --------------------------------------------------------------------------- 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 0089 568.37 E.W. @ F.A.(+) 050818 N 1.81 0 0090 882.42 052118 N 1.82 0 0091 664.24 060618 N 1.83 0 0092 1,062.79 060718 N 1.84 0 0093 575.68 061418 N 1.85 0 004 0003 123,216.23 A.C. @ U.P.(+) 020718 N 3 0 018 0003 2,423.09 E.W. @ F.A.(+) 021918 N 18.3 0 129,392.82 TOTAL THIS ESTIMATE 321,999.15 TOTAL PREVIOUS ESTIMATE 451,391.97 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 07/20/18 EST. NO. 015 TIME 10:54 AM R.E. NAME: SAM DHALIWAL 06-457114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ELECTRICAL SOURCE -1,000.00 003 CORE 6B COMPACTION -334.95 005 SUBLETING VIOLATION -517.42 005 CORE 10B COMPACTION -250.00 006 CORE 29B COMPACTION -1,000.00 007 AB GRADE SAMPLE 42 -1,000.00 008 AB GRADE SAMPLE 43 -1,000.00 008 SR 41 RESTAKE -410.58 008 COMP CORE 9B -250.00 014 COMP CORE 12B -431.73 014 COMPACTION CORE 9C -2,250.00 014 COMPACTION CORE 10B -1,500.00 014 0.00 -9,944.68 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 003 MISSING PAYROLLS -5,000.00 005 MISSING PAYROLL -3,000.00 007 REC'D PAYROLL EST.02 2,000.00 007 MISSING PAYROLLS -5,000.00 008 REC'D PAYROLLEST.05 5,000.00 009 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -17,944.68 PROGRAM CAS145 PAGE 1 DATE 07/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-457114 TIME 10:54 AM ESTIMATE NO. 015 BID OPENING 02/07/17 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: SAM DHALIWAL DATE OF THIS ESTIMATE 07/20/18 LOCATION PROGRESS ESTIMATE 06-KER-14-58.3/62.3 ----------------- GRANITE CONSTRUCTION CO. NEAR RIDGECREST, ON ROUTE 14 FROM 580 WEST BEACH ST 0.5 MILE NORTH OF THE ROUTE 178 WATSONVILLE CA 95076 WEST/ROUTE 14 INTERSECTION TO 1.7 MILES NORTH OF THE ROUTE 178 EAST ROUTE 14 INTERSECTION FED. AID NO. CSTP-X029(126)E CONVERT EXISTING 2-LANE TO 4-LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 100.0000 100.00 0.750 75 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 1,150,000.00 17.000 85,000.00 203.000 1,015,000 004 CONSTRUCTION AREA SIGNS LS 21,000.0000 21,000.00 0.020 420.00 0.660 13,860 005 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.080 11,200.00 0.880 123,200 006 TYPE III BARRICADE EA 70.0000 13,300.00 124.000 8,680 007 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 62,500.00 1,111.000 27,775 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.080 1,200.00 0.880 13,200 009 TEMPORARY RAILING (TYPE K) LF 14.0000 81,480.00 5,660.000 79,240 010 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.080 1,600.00 0.880 17,600 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 013 MOVE-IN/MOVE-OUT EA 400.0000 400.00 1.000 400 (TEMPORARY EROSION CONTROL) 014 TEMPORARY SOIL BINDER SQYD 0.2000 34,400.00 43,560.000 8,712 015 TEMPORARY DRAINAGE INLET PROTECTION EA 900.0000 13,500.00 15.000 13,500 016 TEMPORARY FIBER ROLL LF 4.0000 72,400.00 3,466.000 13,864 017 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 37,500.00 5.000 37,500 018 STREET SWEEPING LS 30,000.0000 30,000.00 0.080 2,400.00 0.880 26,400 019 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.080 280.00 0.880 3,080 020 TEMPORARY FENCE (TYPE ESA) LF 4.0000 38,600.00 12,858.000 51,432 021 TREATED WOOD WASTE LB 0.3000 12,540.00 7,476.000 2,242 022 ABANDON CULVERT (LF) LF 31.0000 29,140.00 380.000 11,780 PROGRAM CAS145 PAGE 2 DATE 07/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-457114 TIME 10:54 AM ESTIMATE NO. 015 BID OPENING 02/07/17 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: SAM DHALIWAL DATE OF THIS ESTIMATE 07/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE (TYPE BW) LF 2.0000 79,400.00 39,700.000 79,400 024 REMOVE GATE EA 300.0000 1,200.00 4.000 1,200 025 REMOVE GUARDRAIL LF 7.0000 12,250.00 1,750.000 12,250 026 REMOVE FLARED END SECTION EA 55.0000 1,375.00 23.000 1,265 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 25,000.00 12,417.000 4,966.80 28,690.000 11,476 028 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,020.00 175.000 350.00 666.000 1,332 029 REMOVE PAVEMENT MARKER EA 1.0000 290.00 5.000 5.00 290.000 290 030 REMOVE ROADSIDE SIGN EA 85.0000 5,015.00 59.000 5,015 031 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 11.0000 228,800.00 25,362.000 278,982 032 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 100.00 50.000 100 033 REMOVE CULVERT (EA) EA 1,000.0000 16,000.00 16.000 16,000 034 REMOVE PIPE (LF) LF 29.0000 9,280.00 320.000 9,280 035 REMOVE PIPE CASING LF 29.0000 1,160.00 0.000 0 036 REMOVE INLET EA 450.0000 1,350.00 2.000 900 037 REMOVE HEADWALL EA 500.0000 5,500.00 11.000 5,500 038 REMOVE DELINEATOR EA 5.0000 300.00 60.000 300 039 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.6000 43,194.00 2,528.000 11,628.80 5,508.000 25,336 041 REMOVE CONCRETE (CY) CY 150.0000 13,650.00 91.000 13,650 042 SAND BACKFILL CY 1.0000 250.00 0.000 0 043 CLEARING AND GRUBBING (LS) LS 350,000.0000 350,000.00 1.000 350,000 044 DEVELOP WATER SUPPLY LS 180,000.0000 180,000.00 1.000 180,000 045 DUST SUPPRESSANT SQYD 0.1500 8,250.00 0.000 0 046 DUST PALLIATIVE LS 50,000.0000 50,000.00 0.100 5,000.00 0.900 45,000 047 ROADWAY EXCAVATION CY 6.2500 3,756,250.00 585,722.000 3,660,762 048 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 9.0000 51,570.00 5,626.000 50,634.00 5,626.000 50,634 049 SHOULDER BACKING TON 20.0000 159,200.00 2,359.000 47,180.00 6,662.200 133,244 PROGRAM CAS145 PAGE 3 DATE 07/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-457114 TIME 10:54 AM ESTIMATE NO. 015 BID OPENING 02/07/17 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: SAM DHALIWAL DATE OF THIS ESTIMATE 07/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK BLANKET SQFT 15.0000 69,750.00 4,650.000 69,750.00 4,650.000 69,750 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 2.000 1,500 052 DUFF ACRE 750.0000 127,500.00 1.250 937.50 162.040 121,530 053 EROSION CONTROL (DRY SEED) (ACRE) ACRE 2,000.0000 340,000.00 131.480 262,960 054 FIBER ROLLS LF 3.5000 50,050.00 9,583.000 33,540.50 9,583.000 33,540 055 STRAW SQFT 0.0200 144,600.00 5,567,100.000 111,342 056 INCORPORATE MATERIALS SQFT 0.0100 145,000.00 11,165,000.000 111,650 057 CLASS 2 AGGREGATE BASE (CY) CY 23.5000 1,367,700.00 58,200.000 1,367,700 058 HOT MIX ASPHALT (TYPE A) TON 80.0000 4,896,000.00 645.000 51,600.00 57,864.830 4,629,186 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 102.0000 3,019,200.00 15,394.000 1,570,188.00 27,122.000 2,766,444 060 DATA CORE LS 3,000.0000 3,000.00 0.500 1,500 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 7,787.50 100.000 175.00 4,426.000 7,745 062 PLACE HOT MIX ASPHALT SQYD 100.0000 14,000.00 15.000 1,500.00 125.280 12,528 (MISCELLANEOUS AREA) 063 TACK COAT TON 100.0000 9,300.00 17.000 1,700.00 80.060 8,006 064 STRUCTURAL CONCRETE, BOX CULVERT CY 625.0000 566,250.00 906.000 566,250 (F) 065 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 103,500.00 69.000 103,500 (F) 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,400.0000 61,600.00 44.000 61,600 (F) 067 BAR REINFORCING STEEL (BOX CULVERT) LB 0.9000 183,112.20 203,458.000 183,112 (F) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,860.00 196.240 2,158.64 250.500 2,755 (0.063"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,100.00 100.000 1,100.00 100.000 1,100 (0.080"-UNFRAMED) 070 ROADSIDE SIGN - ONE POST EA 350.0000 28,700.00 45.000 15,750.00 82.000 28,700 071 ROADSIDE SIGN - TWO POST EA 750.0000 8,250.00 8.000 6,000.00 11.000 8,250 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 350.00 0.000 0 METHOD) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 3,430.00 315.700 2,209.90 489.950 3,429 (0.063"-UNFRAMED) RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,640.00 341.250 2,730.00 571.250 4,570 (0.080"-UNFRAMED) RETROREFLECTIVE SHEETING (TYPE XI) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 336.00 27.500 330.00 27.500 330 (0.063"-FRAMED) RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 07/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-457114 TIME 10:54 AM ESTIMATE NO. 015 BID OPENING 02/07/17 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: SAM DHALIWAL DATE OF THIS ESTIMATE 07/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,400.00 309.500 3,404.50 400.000 4,400 (0.080"-FRAMED) RETROREFLECTIVE SHEETING (TYPE XI) 077 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 7,450.00 978.840 4,894.20 1,473.340 7,366 078 24" ALTERNATIVE PIPE CULVERT LF 65.0000 250,250.00 3,850.000 250,250 079 30" ALTERNATIVE PIPE CULVERT LF 70.0000 20,300.00 283.500 19,845 080 36" ALTERNATIVE PIPE CULVERT LF 75.0000 36,750.00 490.000 36,750 081 48" ALTERNATIVE PIPE CULVERT LF 85.0000 118,150.00 1,390.000 118,150 082 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 4,200.00 21.000 4,200 (F) 083 5" PLASTIC PIPE (TYPE S CORRUGATED LF 60.0000 33,600.00 560.000 33,600 POLYETHYLENE PIPE) 084 36" CORRUGATED STEEL PIPE (.064" THICK) LF 75.0000 6,675.00 89.000 6,675 085 24" ALTERNATIVE PIPE DOWNDRAIN LF 38.0000 3,458.00 91.000 3,458 086 36" CORRUGATED STEEL PIPE INLET LF 750.0000 18,750.00 25.000 18,750 (.168" THICK) 087 12" WELDED STEEL PIPE (.250" THICK) LF 60.0000 30,000.00 500.000 30,000 088 24" STEEL FLARED END SECTION EA 340.0000 20,060.00 59.000 20,060 089 30" STEEL FLARED END SECTION EA 400.0000 800.00 0.000 0 090 36" STEEL FLARED END SECTION EA 580.0000 4,640.00 8.000 4,640 091 48" STEEL FLARED END SECTION EA 1,200.0000 6,000.00 5.000 6,000 092 ROCK SLOPE PROTECTION CY 125.0000 41,250.00 330.000 41,250 (LIGHT, METHOD B) (CY) 093 ROCK SLOPE PROTECTION CY 125.0000 111,250.00 890.000 111,250 (1/4 T, CLASS V, METHOD B) (CY) 094 ROCK SLOPE PROTECTION CY 125.0000 45,000.00 360.000 45,000 (1T, CLASS VIII, METHOD B) 095 CONCRETED-ROCK SLOPE PROTECTION CY 175.0000 15,925.00 171.000 29,925 (1/4 T, CLASS V, METHOD B) (CY) 096 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 2,810.00 2,810.000 2,810 097 MISCELLANEOUS IRON AND STEEL LB 3.0000 9,789.00 3,263.000 9,789 (F) 098 METAL CATTLE GUARD (TYPE DESERT EA 45,000.0000 180,000.00 3.800 171,000 TORTOISE, MODIFIED) 099 FENCE (TYPE BW, METAL POST) LF 5.0000 206,000.00 43,882.000 219,410 100 TEMPORARY FENCE (TYPE DESERT TORTOISE) LF 6.0000 163,800.00 11,231.000 67,386 101 TEMPORARY FENCE (TYPE BW MODIFIED, TYPE LF 5.0000 153,000.00 40,728.000 203,640 DESERT TORTOISE) PROGRAM CAS145 PAGE 5 DATE 07/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-457114 TIME 10:54 AM ESTIMATE NO. 015 BID OPENING 02/07/17 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: SAM DHALIWAL DATE OF THIS ESTIMATE 07/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 16' WIRE MESH GATE EA 1,700.0000 15,300.00 9.000 15,300 103 20' WIRE MESH GATE EA 2,600.0000 10,400.00 1.000 2,600 104 DELINEATOR (CLASS 2) EA 50.0000 13,500.00 168.000 8,400.00 278.000 13,900 105 MILEPOST MARKER EA 50.0000 400.00 8.000 400.00 8.000 400 106 OBJECT MARKER (TYPE K) EA 75.0000 450.00 6.000 450.00 6.000 450 107 CABLE RAILING LF 45.0000 9,225.00 175.000 7,875 (F) 108 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1500 30,150.00 3,419.000 512.85 199,751.000 29,962 109 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 30,060.00 95,916.000 17,264.88 96,429.000 17,357 110 PAINT PAVEMENT MARKING (1-COAT) SQFT 2.5000 5,200.00 702.000 1,755 111 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6000 10,452.00 2,017.000 5,244.20 3,889.000 10,111 112 12" RUMBLE STRIP STA 38.0000 26,980.00 375.000 14,250.00 700.500 26,619 (ASPHALT CONCRETE PAVEMENT) 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.950 950 SYSTEM ELEMENTS DURING CONSTRUCTION 114 TRAFFIC MONITORING STATION SYSTEM LS 32,000.0000 32,000.00 0.950 30,400 115 ROADSIDE WEATHER INFORMATION SYSTEM LS 56,000.0000 56,000.00 0.950 53,200 116 MODIFYING EXISTING ELECTRICAL SYSTEM LS 180,000.0000 180,000.00 0.970 174,600 117 REMOVING EXISTING ELECTRICAL SYSTEM LS 500.0000 500.00 1.000 500 PROGRAM CAS145 PAGE 6 DATE 07/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-457114 TIME 10:54 AM ESTIMATE NO. 015 BID OPENING 02/07/17 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: SAM DHALIWAL DATE OF THIS ESTIMATE 07/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,038,354.77 18,677,622.82 ADJUSTMENT OF COMPENSATION 123,216.23 158,921.96 EXTRA WORK 6,176.59 292,470.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,167,747.59 19,129,014.79 118 MOBILIZATION LS 1,864,400.0000 1,864,400.00 1.000 1,864,400 ORIGINAL CONTRACT AMOUNT 21,725,953.70 TOTAL WORK COMPLETED 2,167,747.59 20,993,414.79 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -17,944.68 TOTAL 2,167,747.59 20,975,470.11 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 04/06/17 230 07/05/17 07/05/17 09/04/18 203 52 2 0 94% 88% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/20/18