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 08/07/14 EST. NO.12 TIME 12:40 PM R.E. NAME: SAM DHALIWAL 06-0G8404 --------------------------------------------------------------------------- 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 0006 994.86 E.W. @ F.A.(+) 042914 N 0053.0 0007 1,888.76 050714 N 0054.0 0008 95.13 062314 N 0058.0 0009 1,450.03 063014 N 0059.0 0011 25,300.00 070914 N 0061.0 0012 3,025.00 070914 N 0062.0 0013 4,290.00 070914 N 0063.0 0014 1,397.00 053114 N 0064.0 0015 661.28 063014 N 0065.0 0016 4,833.62 063014 N 0066.0 0017 1,452.00 062314 N 0067.0 0018 1,221.40 013114 N 0068.0 0019 9,398.26 012714 N 0042.1 0020 2,034.98 012814 N 0043.1 0021 7,200.00 070914 N 0060.1 0025 1,809.36 070814 N 0069.1 0026 4,000.00 062514 N 0073.1 0027 6,490.00 071114 N 0074.0 004 0016 448.79 E.W. @ F.A.(+) 052914 N 0051.0 0017 182.93 061114 N 0055.0 0018 2,875.25 061614 N 0056.0 0019 1,559.42 061814 N 0057.0 0021 3,833.50 061114 N 0072.0 86,441.57 TOTAL THIS ESTIMATE 133,257.19 TOTAL PREVIOUS ESTIMATE 219,698.76 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 08/07/14 EST. NO.12 TIME 12:40 PM R.E. NAME: SAM DHALIWAL 06-0G8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CV FAILURE MARCH 3 -1,050.00 08 CV FAILURE MARCH 7 -368.50 08 SOURCE INSEPCTION -10,000.00 09 JMF VERIF#3 -3,000.00 10 MISS CEM 4401 -10,000.00 11 RECD CEM 4401 10,000.00 12 10,000.00 -14,418.50 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 11 0.00 -10,000.00 LIQUIDATED DAMAGES ANTICIPATED LDS -75,600.00 10 ANTICIPATED LD 8DAYS -43,200.00 11 RELEASE 20 LDS 108,000.00 12 108,000.00 -10,800.00 TOTAL DEDUCTIONS 118,000.00 -35,218.50 PROGRAM CAS145 PAGE 1 DATE 08/07/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 12:40 PM ESTIMATE NO. 12 BID OPENING 01/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/14 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 08/07/14 LOCATION SEMI-FINAL ESTIMATE 06-KER-99-27.0/28.4 ------------------- SECURITY PAVING COMPANY INC ON ROUTE 99 IN KERN COUNTY FROM POBOX 1489 STATE ROUTE 99/204 OVERHEAD TO SUN VALLEY CA 91353-1489 BEARDSLEY CANAL FED. AID NO. N O N E WIDEN FREEWAY FROM 6 TO 8 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.750 1,125 002 TEMPORARY FENCE (TYPE ESA) LF 6.0000 1,920.00 320.000 1,920 003 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.100 200.00 1.000 2,000 PREVENTION PLAN 005 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 2.000 6,000 006 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,600.00 9.000 1,800 007 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 009 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000 010 TIME-RELATED OVERHEAD (WDAY) WDAY 2,700.0000 324,000.00 120.000 324,000 011 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000 012 TRAFFIC CONTROL SYSTEM LS 98,000.0000 98,000.00 1.000 98,000 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3700 14,467.00 41,950.000 15,521 014 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 840.00 188.000 5,640 015 TEMPORARY PAVEMENT MARKER EA 4.2500 14,790.00 4,009.000 17,038 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 1.000 8,000 017 TEMPORARY RAILING (TYPE K) LF 8.5000 141,950.00 16,900.000 143,650 018 TEMPORARY CRASH CUSHION MODULE EA 185.0000 7,770.00 42.000 7,770 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4300 6,708.00 0.000 0 STRIPE (HAZARDOUS WASTE) 020 ABANDON CULVERT (LF) LF 23.0000 5,520.00 316.000 7,268 021 REMOVE METAL BEAM GUARD RAILING LF 31.0000 2,418.00 229.000 7,099 022 REMOVE PAINTED TRAFFIC STRIPE LF 0.3700 14,948.00 38,293.000 14,168 PROGRAM CAS145 PAGE 2 DATE 08/07/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 12:40 PM ESTIMATE NO. 12 BID OPENING 01/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/14 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 08/07/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 11,692.00 25,942.000 9,598 024 REMOVE PAVEMENT MARKER EA 0.5400 2,511.00 4,289.000 2,316 025 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 11.000 1,100 026 REMOVE SIGN STRUCTURE (EA) EA 3,700.0000 3,700.00 1.000 3,700 027 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 4,200.00 2.000 4,200 028 REMOVE INLET EA 1,300.0000 9,100.00 7.000 9,100 029 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000 030 SALVAGE SINGLE THRIE BEAM BARRIER LF 13.2500 186,825.00 14,000.000 185,500 031 RESET ROADSIDE SIGN EA 115.0000 690.00 13.000 1,495 032 ADJUST INLET EA 1,900.0000 7,600.00 4.000 7,600 033 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 034 ROADWAY EXCAVATION CY 22.1000 194,480.00 12,700.000 280,670 035 ROADWAY EXCAVATION (TYPE Z-2) CY 105.0000 795,900.00 4,425.800 464,709 (AERIALLY DEPOSITED LEAD) 036 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 42.3700 38,133.00 900.000 38,133 038 STRUCTURE BACKFILL (RETAINING WALL) CY 60.6100 36,366.00 600.000 36,366 039 PERVIOUS BACKFILL MATERIAL (RETAINING CY 78.0000 2,652.00 34.000 2,652 (F) WALL) 040 EROSION CONTROL (COMPOST BLANKET) CY 100.0000 17,000.00 127.500 12,750 041 CLASS 2 AGGREGATE BASE (CY) CY 35.2000 70,048.00 1,995.970 70,258 042 HOT MIX ASPHALT (TYPE A) TON 83.0000 823,360.00 10,474.940 869,420 043 RUMBLE STRIP STA 30.0000 2,100.00 66.250 1,987 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2000 416.00 192.000 614 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2000 3,072.00 1,597.000 5,110 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2000 1,024.00 336.000 1,075 047 PLACE HOT MIX ASPHALT SQYD 1,000.0000 6,000.00 0.000 0 (MISCELLANEOUS AREA) 048 TACK COAT TON 600.0000 9,000.00 4.630 2,778 049 CONTINUOUSLY REINFORCED CONCRETE CY 171.8800 2,165,688.00 62.700 10,776.88 12,475.990 2,144,373 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 08/07/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 12:40 PM ESTIMATE NO. 12 BID OPENING 01/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/14 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 08/07/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTINUOUSLY REINFORCED CONCRETE LF 106.0000 4,876.00 46.000 4,876 PAVEMENT (TERMINAL JOINT, TYPE B) 051 CONTINUOUSLY REINFORCED CONCRETE LF 48.0000 6,720.00 44.000 2,112 PAVEMENT (TERMINAL JOINT, TYPE D) 052 CONTINUOUSLY REINFORCED CONCRETE LF 170.0000 32,300.00 186.000 31,620 PAVEMENT (PAVEMENT ANCHOR) 053 CONTINUOUSLY REINFORCED CONCRETE LF 255.0000 48,450.00 186.000 47,430 PAVEMENT (EXPANSION JOINT, TYPE AN) 054 JOINTED PLAIN CONCRETE PAVEMENT CY 375.0000 19,125.00 14.000 5,250 055 SHOULDER RUMBLE STRIP STA 100.0000 15,000.00 109.000 10,900 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 056 SEAL PAVEMENT JOINT LF 2.3000 32,430.00 14,645.000 33,683 057 SEAL ISOLATION JOINT LF 6.0000 129,000.00 14,356.000 86,136 058 GRIND EXISTING CONCRETE SQYD 4.2400 79,712.00 18,277.330 77,495 PAVEMENT 059 STRUCTURAL CONCRETE, RETAINING WALL CY 630.0000 214,200.00 340.000 214,200 (F) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 1,430.0000 47,190.00 33.000 47,190 (F) 061 JOINT SEAL (MR 1 1/2") LF 83.0000 15,770.00 184.000 15,272 062 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4400 60,480.00 42,000.000 60,480 (F) 063 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 197,287.50 52,610.000 197,287 (F) 064 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3100 16,309.10 52,610.000 16,309 (F) 065 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.1000 10,387.00 463.330 10,239 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 126.00 9.000 126 (0.063"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 140.000 2,100 (0.080"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,040.00 112.000 1,904 (0.063"-FRAMED) 069 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 510.0000 9,690.00 19.000 9,690 (SIGN FOUNDATION) 070 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 565.0000 28,250.00 50.000 28,250 (SIGN FOUNDATION) 071 METAL (BARRIER MOUNTED SIGN) LB 12.7500 13,005.00 1,020.000 13,005 072 ROADSIDE SIGN - ONE POST EA 320.0000 1,600.00 12.000 3,840 073 18" REINFORCED CONCRETE PIPE LF 116.0000 3,712.00 32.000 3,712 074 24" REINFORCED CONCRETE PIPE LF 72.0000 75,600.00 1,064.000 76,608 075 ALTERNATIVE FLARED END SECTION EA 265.0000 265.00 1.000 265 PROGRAM CAS145 PAGE 4 DATE 08/07/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 12:40 PM ESTIMATE NO. 12 BID OPENING 01/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/14 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 08/07/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 INLET DEPRESSION EA 1,130.0000 14,690.00 13.000 14,690 077 FRAME AND GRATE EA 330.0000 7,590.00 23.000 7,590 078 CONCRETE BARRIER MARKER EA 25.0000 1,100.00 44.000 1,100 079 DELINEATOR (CLASS 1) EA 45.0000 1,530.00 32.000 1,440 080 OBJECT MARKER (TYPE P) EA 75.0000 75.00 1.000 75 081 METAL BEAM GUARD RAILING (STEEL POST) LF 38.0000 11,400.00 356.000 13,528 082 TRANSITION RAILING (TYPE WB) EA 4,150.0000 4,150.00 3.000 12,450 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 780.0000 1,560.00 3.000 2,340 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,560.0000 5,120.00 2.000 5,120 085 CONCRETE BARRIER (TYPE 60) LF 55.0000 197,450.00 3,589.220 197,407 086 CONCRETE BARRIER (TYPE 60R) LF 278.0000 44,480.00 152.450 42,381 087 CONCRETE BARRIER (TYPE 60C) LF 80.0000 212,800.00 2,559.320 204,745 088 CONCRETE BARRIER (TYPE 60F) LF 250.0000 47,500.00 0.000 0 089 CONCRETE BARRIER (TYPE 60G) LF 185.0000 13,505.00 73.000 13,505 090 CONCRETE BARRIER (TYPE 60GC) LF 190.0000 70,300.00 346.000 65,740 091 CONCRETE BARRIER (TYPE 736A) LF 77.0000 70,070.00 910.000 70,070 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 5,934.00 17,170.000 7,383 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 10,000.00 18,606.000 14,884 094 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 6,416.00 2,478.000 3,964 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 2,717.00 4,014.000 4,415 (BROKEN 12-3) 096 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2500 1,105.00 252.000 1,071 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 13,280.00 47,501.000 15,200 (BROKEN 36-12) 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 153.00 325.000 97 (BROKEN 17-7) 099 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1800 5,088.00 1,814.000 5,768 100 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,800.0000 5,800.00 1.000 5,800 SYSTEM ELEMENTS DURING CONSTRUCTION 101 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 1.000 32,000 102 TRAFFIC COUNT STATION LS 5,300.0000 5,300.00 1.000 5,300 PROGRAM CAS145 PAGE 5 DATE 08/07/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 12:40 PM ESTIMATE NO. 12 BID OPENING 01/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/14 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 08/07/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 MODIFY RAMP METERING SYSTEM LS 27,500.0000 27,500.00 1.000 27,500 104 MODIFY LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 1.000 180,000 PROGRAM CAS145 PAGE 6 DATE 08/07/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 12:40 PM ESTIMATE NO. 12 BID OPENING 01/16/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/14 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 08/07/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,976.88 6,906,055.39 ADJUSTMENT OF COMPENSATION 0.00 35,767.19 EXTRA WORK 86,441.57 183,931.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 101,418.45 7,125,754.15 105 MOBILIZATION LS 226,000.0000 226,000.00 1.000 226,000 ORIGINAL CONTRACT AMOUNT 7,486,425.60 TOTAL WORK COMPLETED 101,418.45 7,351,754.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 118,000.00 -35,218.50 TOTAL 219,418.45 7,316,535.65 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/14/13 120 09/24/13 09/24/13 07/09/14 135 157 0 0 100% 100% SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/07/14