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 11/22/13 EST. NO.03 TIME 05:29 AM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/22/13 EST. NO.03 TIME 05:29 AM R.E. NAME: SAM DHALIWAL 06-0G8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 05:29 AM ESTIMATE NO. 03 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 LOCATION PROGRESS 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 0.250 375 002 TEMPORARY FENCE (TYPE ESA) LF 6.0000 1,920.00 0.000 0 003 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.170 1,700.00 0.230 2,300 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.070 140.00 0.590 1,180 PREVENTION PLAN 005 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 2.000 6,000.00 2.000 6,000 006 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,600.00 9.000 1,800.00 9.000 1,800 007 STREET SWEEPING LS 40,000.0000 40,000.00 0.170 6,800.00 0.230 9,200 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.000 0 009 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 010 TIME-RELATED OVERHEAD (WDAY) WDAY 2,700.0000 324,000.00 20.000 54,000.00 27.000 72,900 011 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.250 2,000.00 0.520 4,160 012 TRAFFIC CONTROL SYSTEM LS 98,000.0000 98,000.00 0.170 16,660.00 0.230 22,540 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3700 14,467.00 18,171.000 6,723.27 35,850.000 13,264 014 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 840.00 60.000 1,800.00 60.000 1,800 015 TEMPORARY PAVEMENT MARKER EA 4.2500 14,790.00 2,093.000 8,895.25 3,957.000 16,817 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 0.170 1,360.00 0.230 1,840 017 TEMPORARY RAILING (TYPE K) LF 8.5000 141,950.00 14,360.000 122,060.00 14,360.000 122,060 018 TEMPORARY CRASH CUSHION MODULE EA 185.0000 7,770.00 28.000 5,180.00 28.000 5,180 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4300 6,708.00 -7,700.000 -3,311.00 0.000 0 STRIPE (HAZARDOUS WASTE) 020 ABANDON CULVERT (LF) LF 23.0000 5,520.00 0.000 0 021 REMOVE METAL BEAM GUARD RAILING LF 31.0000 2,418.00 0.000 0 022 REMOVE PAINTED TRAFFIC STRIPE LF 0.3700 14,948.00 1,542.000 570.54 1,542.000 570 PROGRAM CAS145 PAGE 2 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 05:29 AM ESTIMATE NO. 03 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,438.000 3,862.06 25,942.000 9,598 024 REMOVE PAVEMENT MARKER EA 0.5400 2,511.00 232.000 125.28 804.000 434 025 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 5.000 500.00 5.000 500 026 REMOVE SIGN STRUCTURE (EA) EA 3,700.0000 3,700.00 0.000 0 027 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 4,200.00 0.000 0 028 REMOVE INLET EA 1,300.0000 9,100.00 0.000 0 029 REMOVE HEADWALL EA 1,000.0000 2,000.00 0.000 0 030 SALVAGE SINGLE THRIE BEAM BARRIER LF 13.2500 186,825.00 6,450.000 85,462.50 13,375.000 177,218 031 RESET ROADSIDE SIGN EA 115.0000 690.00 0.000 0 032 ADJUST INLET EA 1,900.0000 7,600.00 0.000 0 033 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.800 40,000.00 0.800 40,000 034 ROADWAY EXCAVATION CY 22.1000 194,480.00 3,522.430 77,845.70 4,790.760 105,875 035 ROADWAY EXCAVATION (TYPE Z-2) CY 105.0000 795,900.00 3,677.770 386,165.85 3,677.770 386,165 (AERIALLY DEPOSITED LEAD) 036 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 42.3700 38,133.00 0.000 0 038 STRUCTURE BACKFILL (RETAINING WALL) CY 60.6100 36,366.00 0.000 0 039 PERVIOUS BACKFILL MATERIAL (RETAINING CY 78.0000 2,652.00 0.000 0 (F) WALL) 040 EROSION CONTROL (COMPOST BLANKET) CY 100.0000 17,000.00 0.000 0 041 CLASS 2 AGGREGATE BASE (CY) CY 35.2000 70,048.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 83.0000 823,360.00 2,464.930 204,589 043 RUMBLE STRIP STA 30.0000 2,100.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2000 416.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2000 3,072.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2000 1,024.00 0.000 0 047 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 1.730 1,038 049 CONTINUOUSLY REINFORCED CONCRETE CY 171.8800 2,165,688.00 0.000 0 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 05:29 AM ESTIMATE NO. 03 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE B) 051 CONTINUOUSLY REINFORCED CONCRETE LF 48.0000 6,720.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE D) 052 CONTINUOUSLY REINFORCED CONCRETE LF 170.0000 32,300.00 0.000 0 PAVEMENT (PAVEMENT ANCHOR) 053 CONTINUOUSLY REINFORCED CONCRETE LF 255.0000 48,450.00 0.000 0 PAVEMENT (EXPANSION JOINT, TYPE AN) 054 JOINTED PLAIN CONCRETE PAVEMENT CY 375.0000 19,125.00 0.000 0 055 SHOULDER RUMBLE STRIP STA 100.0000 15,000.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 056 SEAL PAVEMENT JOINT LF 2.3000 32,430.00 0.000 0 057 SEAL ISOLATION JOINT LF 6.0000 129,000.00 0.000 0 058 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 0.000 0 (F) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 1,430.0000 47,190.00 0.000 0 (F) 061 JOINT SEAL (MR 1 1/2") LF 83.0000 15,770.00 0.000 0 062 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4400 60,480.00 0.000 0 (F) 063 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 197,287.50 0.000 0 (F) 064 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3100 16,309.10 0.000 0 (F) 065 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.1000 10,387.00 0.000 0 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 126.00 0.000 0 (0.063"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 0.000 0 (0.080"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,040.00 0.000 0 (0.063"-FRAMED) 069 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 510.0000 9,690.00 0.000 0 (SIGN FOUNDATION) 070 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 565.0000 28,250.00 0.000 0 (SIGN FOUNDATION) 071 METAL (BARRIER MOUNTED SIGN) LB 12.7500 13,005.00 0.000 0 072 ROADSIDE SIGN - ONE POST EA 320.0000 1,600.00 0.000 0 073 18" REINFORCED CONCRETE PIPE LF 116.0000 3,712.00 0.000 0 074 24" REINFORCED CONCRETE PIPE LF 72.0000 75,600.00 0.000 0 075 ALTERNATIVE FLARED END SECTION EA 265.0000 265.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 05:29 AM ESTIMATE NO. 03 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 077 FRAME AND GRATE EA 330.0000 7,590.00 0.000 0 078 CONCRETE BARRIER MARKER EA 25.0000 1,100.00 0.000 0 079 DELINEATOR (CLASS 1) EA 45.0000 1,530.00 0.000 0 080 OBJECT MARKER (TYPE P) EA 75.0000 75.00 0.000 0 081 METAL BEAM GUARD RAILING (STEEL POST) LF 38.0000 11,400.00 0.000 0 082 TRANSITION RAILING (TYPE WB) EA 4,150.0000 4,150.00 0.000 0 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 780.0000 1,560.00 0.000 0 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,560.0000 5,120.00 0.000 0 085 CONCRETE BARRIER (TYPE 60) LF 55.0000 197,450.00 0.000 0 086 CONCRETE BARRIER (TYPE 60R) LF 278.0000 44,480.00 0.000 0 087 CONCRETE BARRIER (TYPE 60C) LF 80.0000 212,800.00 0.000 0 088 CONCRETE BARRIER (TYPE 60F) LF 250.0000 47,500.00 0.000 0 089 CONCRETE BARRIER (TYPE 60G) LF 185.0000 13,505.00 0.000 0 090 CONCRETE BARRIER (TYPE 60GC) LF 190.0000 70,300.00 0.000 0 091 CONCRETE BARRIER (TYPE 736A) LF 77.0000 70,070.00 0.000 0 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 5,934.00 0.000 0 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 10,000.00 0.000 0 094 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 6,416.00 0.000 0 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 2,717.00 0.000 0 (BROKEN 12-3) 096 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2500 1,105.00 0.000 0 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 13,280.00 0.000 0 (BROKEN 36-12) 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 153.00 0.000 0 (BROKEN 17-7) 099 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1800 5,088.00 0.000 0 100 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,800.0000 5,800.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 101 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.000 0 102 TRAFFIC COUNT STATION LS 5,300.0000 5,300.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 05:29 AM ESTIMATE NO. 03 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 104 MODIFY LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8404 TIME 05:29 AM ESTIMATE NO. 03 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 11/20/13 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 826,339.45 1,288,653.46 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 826,339.45 1,288,653.46 105 MOBILIZATION LS 226,000.0000 226,000.00 0.250 56,500.00 0.750 169,500 ORIGINAL CONTRACT AMOUNT 7,486,425.60 TOTAL WORK COMPLETED 882,839.45 1,458,153.46 MATERIALS ON HAND ON SITE 23,482.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 882,839.45 1,481,635.77 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 03/14/13 120 09/24/13 09/24/13 04/10/14 27 110 0 0 19% 23% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/13