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 12/21/16 EST. NO. 023 TIME 01:56 PM R.E. NAME: SAM DHALIWAL 06-0P1404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0021 825.00 E.W. @ F.A.(+) 090716 N 16-460 825.00 TOTAL THIS ESTIMATE -952,983.67 TOTAL PREVIOUS ESTIMATE -952,158.67 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 12/21/16 EST. NO. 023 TIME 01:56 PM R.E. NAME: SAM DHALIWAL 06-0P1404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE L1 SL15A -418.75 003 RSC MPQP -1,000.00 003 FAIL GRAD 5/18-PM -1,000.00 004 FAILED GRAD 5/14-AM -1,000.00 004 FAILED GRAD 5/14-PM -1,000.00 004 FAILED GRAD 5/18-AM -1,000.00 004 L1 SL29A COMPACTION -1,046.80 004 FAILED GRADATION -35,004.00 005 FAILED GRAD 6/25 AB -1,000.00 006 L2 SL6A COMPACTION -209.38 006 L3 SL14B COMPACTION -1,046.88 006 L3 SL20B COMPACTION -1,256.25 006 FAILED AS GRADATION -540.00 007 L3 SL31 COMPACTION -2,931.25 007 L3 SL32 COMPACTION -1,884.30 007 FAILED COMPACTION -6,273.01 011 L3 SL 52B COMPACTION -537.60 013 FAILED COMP L3SL52 -358.63 015 FAILED COMP SL81 -3,978.13 015 FAILED COMP L3 SL59 -1,465.63 015 FAILED COMP SL86 -2,512.50 015 FAILED COMP L3 SL65 -3,395.73 015 FAILED COMP L3 SL68 -1,465.63 015 SWPPP NON-COMPLIANCE -476,311.63 016 FAILED CRCP GRAD S/4 -1,050.00 017 L3SL109C FAILED COMP -1,465.63 017 REL SWPPP 476,311.63 017 FAILED CRCP GRAD 526 -2,100.00 018 REL HMA COMPACTION 5,448.40 020 CLASS 2AB FAILURES -3,000.00 021 CORE 129B -1,046.88 021 CORE 132C COMPACTION -1,884.38 021 CORE 140A COMPACTION -2,093.75 021 CORE 142A COMPACTION -418.75 021 CRCP AGG FAILURES -12,600.00 021 CORE 138C COMPACTION -628.12 022 CORE 140A COMPACTION -628.12 022 CORE 142A COMPACTION -1,256.25 022 CORE 146A COMPACTION -628.12 022 CORE 147B COMPACTION -418.75 022 CORE 151B COMPACTION -4,187.50 022 CORE 151C COMPACTION -2,093.75 022 CORE 157A COMPACTION -1,256.25 022 CORE 158C COMPACTION -1,465.63 022 REL 129B COMPACTION 1,046.88 022 ANTICIPATED LD 20DAY -210,000.00 023 MISSING IP DATA -193,494.94 023 NON-COMPLIANCE HMA -120,000.00 023 -523,494.94 -625,546.01 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,000.00 010 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 12/21/16 EST. NO. 023 TIME 01:56 PM R.E. NAME: SAM DHALIWAL 06-0P1404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -2,000.00 014 REC'D PAYROLLS 2,000.00 015 REC'D PAYROLLS EST10 3,000.00 018 MISSING PAYROLLS -2,000.00 019 MISSING PAYROLLS -5,000.00 022 MISSING PAYROLLS -1,000.00 023 -1,000.00 -8,000.00 TOTAL DEDUCTIONS -524,494.94 -633,546.01 PROGRAM CAS145 PAGE 1 DATE 12/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 01:56 PM ESTIMATE NO. 023 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 12/21/16 LOCATION PROGRESS ESTIMATE 06-KER-5-62.5/73.1 ----------------- GRIFFITH/COFFMAN JOINT VENTURE ON ROUTE 5 BETWEEN LERDO 1128 CARRIER PARKWAY AVE OVERCROSSING AND ROUTE 5/46 BAKERSFIELD CA 93308 SEPARATION #1 FED. AID NO. NHPI-005 -4(195)E REPLACE PCC PANELS, GRIND CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.010 20.00 0.890 1,780 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.500 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 670.0000 318,250.00 16.000 10,720.00 405.000 271,350 004 CONSTRUCTION AREA SIGNS LS 44,000.0000 44,000.00 0.010 440.00 0.890 39,160 005 TRAFFIC CONTROL SYSTEM LS 954,000.0000 954,000.00 0.039 37,206.00 0.967 922,518 006 TYPE III BARRICADE EA 55.0000 2,640.00 65.000 3,575 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 108,150.00 1,094.000 38,290 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 22,000.0000 22,000.00 0.039 858.00 0.967 21,274 009 TEMPORARY RAILING (TYPE K) LF 7.6000 1,778,400.00 200,160.000 1,521,216 010 TEMPORARY CRASH CUSHION MODULE EA 185.0000 51,800.00 350.000 64,750 011 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.039 1,950.00 0.967 48,350 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,200.0000 1,200.00 0.750 900 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 014 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 2.000 1,500 (TEMPORARY EROSION CONTROL) 015 TEMPORARY SOIL BINDER SQYD 0.3700 51,800.00 24,200.000 8,954 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 1,800.00 13.000 1,950 017 TEMPORARY FIBER ROLL LF 4.2500 3,910.00 817.000 3,472 018 TEMPORARY CONSTRUCTION ENTRANCE EA 12,000.0000 192,000.00 2.000 24,000 019 STREET SWEEPING LS 250,000.0000 250,000.00 0.039 9,750.00 0.967 241,750 020 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 1.000 30,000 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.4200 3,420.00 0.000 0 STRIPE (HAZARDOUS WASTE) 022 TREATED WOOD WASTE LB 1.0000 9,940.00 3,758.000 3,758.00 7,458.000 7,458 PROGRAM CAS145 PAGE 2 DATE 12/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 01:56 PM ESTIMATE NO. 023 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 12/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 OBLITERATE SURFACING SQYD 0.6500 40,690.00 0.000 0 024 REMOVE GUARDRAIL LF 10.0000 8,000.00 350.000 3,500.00 821.500 8,215 025 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 44,013.00 52,334.000 26,690.34 351,829.000 179,432 027 REMOVE PAVEMENT MARKER EA 0.7500 29,700.00 15,373.000 11,529.75 67,806.000 50,854 028 REMOVE ROADSIDE SIGN EA 200.0000 1,400.00 0.000 0 029 REMOVE ASPHALT CONCRETE DIKE LF 0.8500 9,605.00 10,132.600 8,612 030 REMOVE CONCRETE PAVEMENT (CY) CY 25.5000 1,020,000.00 39,530.000 1,008,015 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 1.000 0 032 RELOCATE ROADSIDE SIGN-TWO POST EA 1,500.0000 1,500.00 1.000 1,500 033 REMOVE SINGLE THRIE BEAM BARRIER LF 10.0000 6,000.00 0.000 0 034 REMOVE DOUBLE THRIE BEAM BARRIER LF 12.0000 14,160.00 1,962.000 23,544 035 ROADWAY EXCAVATION CY 10.2000 2,172,600.00 190,481.308 1,942,909 036 SHOULDER BACKING TON 35.0000 159,600.00 3,420.000 119,700 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750.00 2.000 1,500 038 HYDROSEED SQFT 0.0600 108,600.00 1,675,512.000 100,530.72 1,810,000.000 108,600 039 CLASS 2 AGGREGATE SUBBASE CY 9.5000 406,600.00 40,353.000 383,353 040 CLASS 2 AGGREGATE BASE (CY) CY 15.5000 1,173,350.00 77,388.590 1,199,523 041 HOT MIX ASPHALT (TYPE A) TON 67.0000 12,730,000.00 3,388.000 226,996.00 162,216.580 10,868,510 042 SHOULDER RUMBLE STRIP STA 31.0000 35,650.00 1,044.000 32,364.00 1,044.000 32,364 (HMA,GROUND-IN INDENTATIONS) 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2900 687.00 512.000 1,172 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2900 24,274.00 9,387.000 21,496 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2900 847.30 273.000 625 046 PLACE HOT MIX ASPHALT SQYD 75.0000 225.00 146.600 10,995 (MISCELLANEOUS AREA) 047 TACK COAT TON 525.0000 68,250.00 -49.170 -25,814.25 70.830 37,185 048 CONTINUOUSLY REINFORCED CONCRETE CY 188.0000 12,032,000.00 60,031.180 11,285,861 PAVEMENT 049 SHOULDER RUMBLE STRIP STA 110.0000 126,500.00 713.100 78,441.00 1,089.100 119,801 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) PROGRAM CAS145 PAGE 3 DATE 12/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 01:56 PM ESTIMATE NO. 023 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 12/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND (DOWEL BAR) EA 45.0000 95,400.00 1,180.000 53,100 051 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,274.4000 407,808.00 34.773 44,314 052 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 675.0000 823,500.00 915.000 617,625 053 GRIND EXISTING CONCRETE SQYD 3.0000 459,000.00 3,667.500 11,002.50 146,658.660 439,975 PAVEMENT 054 AGGREGATE BASE (APPROACH SLAB) CY 225.0000 11,475.00 51.000 11,475 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 153,000.00 152.000 152,000 (TYPE R) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 9,800.00 0.000 0 (F) 057 PAVING NOTCH EXTENSION CF 249.0000 29,631.00 101.000 25,149 058 CLEAN EXPANSION JOINT LF 45.0000 6,075.00 136.000 6,120 059 JOINT SEAL (MR 1/2") LF 74.0000 8,880.00 120.000 8,880 060 JOINT SEAL (MR 1") LF 88.0000 15,136.00 174.000 15,312 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 696.00 60.000 870.00 60.000 870 (0.080"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.2500 2,766.75 119.000 2,766.75 119.000 2,766 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 285.0000 1,995.00 7.000 1,995.00 7.000 1,995 064 INSTALL ROADSIDE SIGN EA 4,695.0000 4,695.00 1.000 4,695.00 1.000 4,695 (LAMINATED WOOD BOX POST) 065 CONCRETE BACKFILL (PIPE TRENCH) CY 150.0000 510.00 0.000 0 (F) 066 12" TEMPORARY CULVERT LF 170.0000 15,980.00 0.000 0 067 24" REINFORCED CONCRETE PIPE LF 201.0000 4,422.00 24.800 4,984 068 DRAINAGE INLET MARKER EA 100.0000 6,600.00 0.000 0 069 12" CONCRETE FLARED END SECTION EA 432.0000 2,592.00 0.000 0 070 24" CONCRETE FLARED END SECTION EA 510.0000 2,550.00 5.000 2,550 071 MISCELLANEOUS IRON AND STEEL LB 1.5000 2,508.00 0.000 0 (F) 072 SURVEY MONUMENT (TYPE A) EA 420.0000 13,440.00 16.000 6,720.00 16.000 6,720 073 DELINEATOR (CLASS 1) EA 40.0000 1,440.00 14.000 560 074 OBJECT MARKER (TYPE L) EA 75.0000 375.00 1.000 75 075 OBJECT MARKER (TYPE P) EA 75.0000 300.00 2.000 150 076 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.7500 17,922.50 425.250 11,375.44 657.000 17,574 PROGRAM CAS145 PAGE 4 DATE 12/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 01:56 PM ESTIMATE NO. 023 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 12/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 WEED CONTROL MAT (RUBBER) SQYD 39.5000 72,680.00 1,300.000 51,350.00 1,300.000 51,350 078 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 44.0000 3,960.00 50.000 2,200.00 50.000 2,200 (STEEL POST) 079 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 33.0000 19,800.00 0.000 0 080 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 48.0000 56,640.00 1,287.500 61,800.00 1,287.500 61,800 081 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 25,200.00 6.000 25,200 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 3,375.00 4.000 2,700.00 5.000 3,375 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,750.0000 11,000.00 4.000 11,000 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 11,500.00 2.000 4,600.00 5.000 11,500 085 ALTERNATIVE CRASH CUSHION EA 5,350.0000 10,700.00 2.000 10,700.00 2.000 10,700 086 CONCRETE BARRIER (TRANSITION) LF 875.0000 3,412.50 25.000 21,875 087 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 73,200.00 35,614.000 21,368.40 427,239.000 256,343 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 100,800.00 57,246.000 25,760.70 224,029.000 100,813 (ENHANCED WET NIGHT VISIBILITY) 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 39,200.00 37,490.000 13,121.50 119,602.000 41,860 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 6,700.00 2,132.000 5,330 (ENHANCED WET NIGHT VISIBILITY) 091 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 171,000.00 1,564.000 2,346.00 64,612.000 96,918 092 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 58,100.00 46,477.000 162,669 093 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 094 MODIFY CHANGEABLE MESSAGE SIGN LS 8,265.0000 8,265.00 1.000 8,265 095 MODIFY LIGHTING LS 270,270.0000 270,270.00 0.070 18,918.90 1.000 270,270 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 097 LEAN CONCRETE BASE CY 145.8000 21,870.00 143.100 20,863 098 ISOLATION JOINT SEAL (PREFORMED LF 5.6700 629,370.00 109,906.000 623,167 COMPRESSION) PROGRAM CAS145 PAGE 5 DATE 12/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 01:56 PM ESTIMATE NO. 023 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 12/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 773,979.75 33,873,163.21 ADJUSTMENT OF COMPENSATION 0.00 -1,220,748.98 EXTRA WORK 825.00 268,590.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 774,804.75 32,921,004.54 099 MOBILIZATION LS 2,542,202.9500 2,542,202.95 1.000 2,542,202 ORIGINAL CONTRACT AMOUNT 40,344,304.00 TOTAL WORK COMPLETED 774,804.75 35,463,207.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -524,494.94 -633,546.01 TOTAL 250,309.81 34,829,661.48 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 12/18/14 475 02/11/15 02/11/15 01/04/17 406 57 -56 0 87% 97% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/16