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 09/26/11 EST. NO.21 TIME 03:35 PM R.E. NAME: ALSHEIKH, JASON 11-081644 --------------------------------------------------------------------------- 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 0124 4,411.79 E.W. @ F.A.(+) 032511 N 0390.0 0141 360.37 122710 N 0436.0 0142 1,289.77 041111 N 0437.0 0143 3,282.37 042211 N 0447 0 003 0096 742.87 E.W. @ F.A.(+) 031711 N 0432.0 018 0015 603.26 E.W. @ F.A.(+) 033011 N 0398.1 10,690.43 TOTAL THIS ESTIMATE 948,722.31 TOTAL PREVIOUS ESTIMATE 959,412.74 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 09/26/11 EST. NO.21 TIME 03:35 PM R.E. NAME: ALSHEIKH, JASON 11-081644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM 90 SOURCE INSP -5,000.00 08 ITEM 72 AGG DEDUCT -1,050.00 11 ITEM 72 DOWEL DEDUCT -17,427.75 11 ITEM 66 HMA COMPACT -81.17 13 ITEM 72 DOWEL DEDUCT 17,427.75 13 ITEM 72 GRADATION -101.50 14 ITEM 62 BUY AM COC -2,025.00 18 ITEM 66 HMA TYPE A -2,100.97 19 ITEM 112 MINOR CONC -700.00 19 ITEM 7 CONC WASHOUT -200.00 19 ITEM 72 CONC PAVE -6,375.78 19 ITEM 73 CONC PAVE -300.00 19 ITEM 62 BUY AM COC 2,025.00 20 MAY OBAMA REPORT -3,101.26 20 MISSING CEM 4401 -5,000.00 20 MAY OBAMA REPORT 3,101.26 21 3,101.26 -20,909.42 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -5,000.00 03 PRTL PRS RECD OCT 9,000.00 04 PRTL PRS RECD NOV 4,000.00 04 O/S PRS JAN -5,000.00 05 PRS RECD NOV 1,000.00 06 PRS RECD JAN 5,000.00 06 O/S PRS APRIL -3,000.00 08 PRS RECD OCT 1,000.00 08 O/S PRS MAY -2,000.00 09 O/S PRS JUNE -1,000.00 10 O/S JULY -10,000.00 11 PRS RECD APR 3,000.00 11 PRS RECD MAY 2,000.00 11 PRS RECD JUNE 1,000.00 11 PRS RECD JULY 10,000.00 12 O/S PRS SEPT -3,000.00 13 O/S PRS OCT -10,000.00 14 PRTL PRS REC OCT 2,000.00 15 O/S PRS JAN -4,000.00 17 PRTL PRS RECD OCT10 6,000.00 17 O/S PRS FEB -4,000.00 18 PRS RECD OCT 10 2,000.00 18 PRS RECD JAN 4,000.00 18 PRTL PRS RECD SEPT10 1,000.00 18 O/S PRS MAR -10,000.00 19 PRTL PRS RECD FEB 1,000.00 19 RECD FEB 2011 CPR 2,000.00 20 RECD MAR 2011 CPR 5,000.00 20 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 09/26/11 EST. NO.21 TIME 03:35 PM R.E. NAME: ALSHEIKH, JASON 11-081644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD SEPT 2010 CPR 1,000.00 20 RECD PRS SEP,FEB,MAR 7,000.00 21 7,000.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING 2402F,2403F -10,000.00 20 0.00 -10,000.00 TOTAL DEDUCTIONS 10,101.26 -30,909.42 PROGRAM CAS145 PAGE 1 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 LOCATION RERUN SEMI-FINAL ESTIMATE 11-SD-805-7.6/9.2 ------------------------- SKANSKA USA CIVIL WEST CA IN SAN DIEGO COUNTY IN CHULA VISTA 1995 AGUA MANSO ROAD AND NATIONAL CITY ON ROUTE 805 FROM RIVERSIDE,CA 92509 0.3 MILE NORTH OF H STREET OVERCROSSING AND VARIOUS LOCATIONS FED. AID NO. SARR-8051(608)E ,A-8051(608)E CONSTRUCT TWO SOUTHBOUND AUX LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.135 405.00 0.985 2,955.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 1.000 250.00 5.000 1,250.00 003 TIME-RELATED OVERHEAD WDAY 525.0000 115,500.00 220.000 115,500.00 004 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000.00 005 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 1.000 4,500.00 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.7500 31,150.00 472.000 826.00 22,272.000 38,976.00 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 3,500.00 1.000 1,750.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 5,250.0000 26,250.00 5.000 26,250.00 009 TEMPORARY CHECK DAM LF 6.5000 6,760.00 200.000 1,300.00 1,079.000 7,013.50 010 MOVE-IN/MOVE-OUT EA 400.0000 1,200.00 2.000 800.00 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 4,750.00 9.000 4,275.00 012 STREET SWEEPING LS 27,500.0000 27,500.00 1.000 27,500.00 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,550.0000 1,550.00 1.000 1,550.00 014 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 5,940.00 17,707.774 5,312.33 015 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 016 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 1.000 165,000.00 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3000 10,530.00 10,910.000 14,183.00 018 TRAFFIC PLASTIC DRUM EA 75.0000 2,250.00 23.000 1,725.00 019 TEMPORARY PAVEMENT MARKER EA 5.0000 2,150.00 485.000 2,425.00 020 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 4.000 28,000.00 021 TEMPORARY RAILING (TYPE K) LF 12.0000 91,920.00 8,060.000 96,720.00 022 TEMPORARY CRASH CUSHION MODULE EA 250.0000 19,500.00 79.000 19,750.00 PROGRAM CAS145 PAGE 2 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION (ADIEM) EA 1,600.0000 6,400.00 4.000 6,400.00 024 ABANDON CULVERT EA 1,600.0000 3,200.00 2.000 3,200.00 025 ABANDON IRRIGATION CROSSOVER EA 650.0000 2,600.00 4.000 2,600.00 026 REMOVE METAL BEAM GUARD RAILING LF 6.0000 16,080.00 2,753.000 16,518.00 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 5,700.00 2,720.000 5,440.00 028 REMOVE TRAFFIC STRIPE LF 0.3500 24,080.00 32,566.000 11,398.10 029 REMOVE PAVEMENT MARKING SQFT 2.7000 4,131.00 1,294.000 3,493.80 030 REMOVE ROADSIDE SIGN EA 175.0000 1,750.00 10.000 1,750.00 031 REMOVE SIGN STRUCTURE EA 3,250.0000 6,500.00 2.000 6,500.00 032 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 380.00 410.000 820.00 033 REMOVE PIPE LF 185.0000 3,700.00 15.000 2,775.00 034 REMOVE INLET EA 1,300.0000 1,300.00 1.000 1,300.00 035 REMOVE BASE AND SURFACING CY 15.0000 3,300.00 176.800 2,652.00 036 RESET ROADSIDE SIGN EA 235.0000 1,880.00 8.000 1,880.00 037 RELOCATE ROADSIDE SIGN EA 235.0000 940.00 4.000 940.00 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 20,874.00 11,015.300 23,132.13 039 REMOVE CONCRETE CURB AND SIDEWALK LF 25.0000 6,750.00 276.000 6,900.00 040 CAP RISER EA 975.0000 1,950.00 2.000 1,950.00 041 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000.00 042 JACKING SUPERSTRUCTURE LS 115,000.0000 115,000.00 1.000 115,000.00 043 CLEARING AND GRUBBING LS 95,000.0000 95,000.00 1.000 95,000.00 044 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 045 ROADWAY EXCAVATION CY 7.0000 61,320.00 7,268.430 50,879.01 046 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 047 STRUCTURE EXCAVATION (BRIDGE) CY 165.0000 65,175.00 395.000 65,175.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 35,650.00 1,426.000 35,650.00 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 115.0000 29,325.00 255.000 29,325.00 (F) PROGRAM CAS145 PAGE 3 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) CY 39.0000 43,212.00 1,108.000 43,212.00 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 13,695.00 249.000 13,695.00 (F) WALL) 052 SAND BACKFILL CY 200.0000 4,200.00 20.850 4,170.00 053 DITCH EXCAVATION CY 25.0000 125.00 5.810 145.25 054 IMPORTED BORROW CY 4.5000 31,185.00 3,700.000 16,650.00 055 EROSION CONTROL (BIOFILTRATION) SQYD 5.0000 2,750.00 0.000 0.00 056 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.5000 34,500.00 20,354.000 30,531.00 057 CHECK DAM LF 4.0000 3,200.00 0.000 0.00 058 FIBER ROLLS LF 2.0000 35,200.00 0.000 0.00 059 DRAINAGE INLET PROTECTION EA 500.0000 4,500.00 0.000 0.00 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 3.000 1,500.00 061 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 062 8" WELDED STEEL PIPE CONDUIT LF 135.0000 8,505.00 60.000 8,100.00 (.250" THICK) 063 EXTEND 10" CONDUIT LF 95.0000 7,600.00 73.000 6,935.00 064 CLASS 2 AGGREGATE BASE CY 39.0000 111,930.00 2,943.800 114,808.20 065 ASPHALTIC EMULSION (FOG SEAL COAT) TON 975.0000 2,925.00 3.572 3,482.70 066 HOT MIX ASPHALT (TYPE A) TON 76.0000 517,560.00 7,374.300 560,446.80 067 MINOR HOT MIX ASPHALT TON 60.0000 16,200.00 236.285 14,177.10 068 DATA CORE LS 2,200.0000 2,200.00 1.000 2,200.00 069 PLACE HOT MIX ASPHALT DIKE LF 3.5000 5,915.00 3,338.000 11,683.00 070 PLACE HOT MIX ASPHALT SQYD 10.0000 12,600.00 960.230 9,602.30 (MISCELLANEOUS AREA) 071 TACK COAT TON 1,110.0000 3,330.00 4.368 4,848.48 072 CONCRETE PAVEMENT CY 285.0000 501,600.00 2,189.600 624,036.00 073 CONCRETE PAVEMENT (RAPID STRENGTH CY 515.0000 350,200.00 226.000 116,390.00 CONCRETE) 074 SEAL PAVEMENT JOINT LF 2.3000 19,711.00 7,822.000 17,990.60 075 SEAL LONGITUDINAL ISOLATION JOINT LF 8.5000 28,645.00 4,004.230 34,035.96 076 GRIND EXISTING CONCRETE SQYD 7.0000 31,290.00 0.000 0.00 PAVEMENT PROGRAM CAS145 PAGE 4 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH STEEL PILING (HP 12 X 84) LF 36.0000 131,796.00 3,681.000 132,516.00 078 DRIVE STEEL PILE (HP 12 X 84) EA 1,135.0000 108,960.00 96.000 108,960.00 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 44,000.0000 44,000.00 1.000 44,000.00 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.0000 56,100.00 165.000 56,100.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 623,350.00 910.000 623,350.00 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 34,500.00 83.200 41,600.00 (F) (TYPE N MODIFIED) 083 CLASS 4 CONCRETE (BACKFILL) CY 175.0000 1,400.00 20.520 3,591.00 (F) 084 CLASS 1 CONCRETE (RETAINING WALL) CY 450.0000 266,850.00 593.000 266,850.00 (F) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 90,200.00 46.050 101,310.00 (F) 086 FRACTURED RIB TEXTURE SQFT 15.0000 57,645.00 3,843.000 57,645.00 (F) 087 JOINT SEAL (MR 2") LF 210.0000 17,430.00 95.500 20,055.00 088 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 173,200.00 356,230.000 178,115.00 (F) 089 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 69,994.00 69,994.000 69,994.00 (F) 090 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4000 237,006.00 43,890.000 237,006.00 (F) 091 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,167.00 43,890.000 13,167.00 (F) 092 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.5000 6,930.00 420.000 6,930.00 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 385.940 4,245.34 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 360.00 102.000 1,224.00 (0.080"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,960.00 135.750 1,900.50 (0.063"-FRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 111.260 1,668.90 (0.080"-FRAMED) 097 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,400.0000 70,000.00 50.000 70,000.00 (SIGN FOUNDATION) 098 ROADSIDE SIGN - ONE POST EA 350.0000 2,450.00 18.000 6,300.00 099 ROADSIDE SIGN - TWO POST EA 725.0000 2,900.00 4.000 2,900.00 100 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,430.00 13.000 1,430.00 METHOD) 101 INSTALL ROADSIDE SIGN PANEL ON EA 165.0000 1,650.00 10.000 1,650.00 EXISTING POST 102 24" ALTERNATIVE PIPE CULVERT LF 67.0000 136,010.00 2,048.000 137,216.00 103 18" HIGH SENSITY POLYETHYLENE PIPE LF 130.0000 9,100.00 66.000 8,580.00 PROGRAM CAS145 PAGE 5 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 24" HIGH DENSITY POLYETHYLENE PIPE LF 61.0000 25,620.00 414.000 25,254.00 105 42" REINFORCED CONCRETE PIPE LF 210.0000 6,300.00 24.000 5,040.00 106 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200.00 107 36" REINFORCED CONCRETE PIPE RISER LF 600.0000 3,000.00 5.000 3,000.00 108 ROCK SLOPE PROTECTION CY 225.0000 1,125.00 5.560 1,251.00 (FACING, METHOD B) 109 CONCRETE (SLOPE PROTECTION) CY 350.0000 2,450.00 6.320 2,212.00 110 SLOPE PAVING (CONCRETE) CY 775.0000 15,500.00 20.000 15,500.00 (F) 111 ROCK SLOPE PROTECTION FABRIC SQYD 19.0000 570.00 23.000 437.00 112 MINOR CONCRETE (TEXTURED PAVING) SQFT 4.0000 22,680.00 37.310 149.24 6,000.060 24,000.24 113 MINOR CONCRETE (CURB, SIDEWALK AND CY 320.0000 32,000.00 82.740 26,476.80 CURB RAMP) 114 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 4,200.00 145.470 4,364.10 115 MISCELLANEOUS IRON AND STEEL LB 4.0000 23,388.00 6,899.000 27,596.00 (F) 116 DELINEATOR (CLASS 1) EA 35.0000 2,555.00 44.000 1,540.00 117 GUARD RAILING DELINEATOR EA 15.0000 750.00 69.000 1,035.00 118 CONCRETE BARRIER MARKER EA 25.0000 1,250.00 46.000 1,150.00 119 METAL BEAM GUARD RAILING LF 20.0000 21,400.00 1,525.000 30,500.00 120 CABLE RAILING LF 140.0000 2,800.00 19.000 2,660.00 121 TRANSITION RAILING (TYPE WB) EA 4,150.0000 16,600.00 4.000 16,600.00 122 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 2,200.00 6.000 6,600.00 123 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 3,850.00 2.000 7,700.00 124 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 11,200.00 4.000 11,200.00 125 CONCRETE BARRIER (TYPE TRANSITION) LF 400.0000 6,000.00 15.000 6,000.00 126 CONCRETE BARRIER (TYPE 60G MOD) LF 385.0000 11,550.00 27.190 10,468.15 127 CONCRETE BARRIER ( TYPE 60GE MOD) LF 415.0000 20,750.00 0.000 0.00 128 CONCRETE BARRIER (TYPE 60) LF 63.0000 69,930.00 995.000 62,685.00 129 CONCRETE BARRIER (TYPE 60 MOD) LF 365.0000 7,300.00 13.000 4,745.00 130 CONCRETE BARRIER (TYPE 736) LF 69.0000 25,185.00 365.000 25,185.00 (F) PROGRAM CAS145 PAGE 6 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER (TYPE 736A) LF 65.0000 52,650.00 803.300 52,214.50 132 CONCRETE BARRIER (TYPE 736B) LF 195.0000 27,300.00 135.500 26,422.50 133 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,354.00 3,498.000 4,547.40 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,550.00 2,344.000 1,992.40 (BROKEN 12-3) 135 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 10,650.00 2,115.000 7,931.25 136 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 11,956.00 55,286.000 7,740.04 137 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 5,544.00 1,888.000 2,643.20 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 13,490.00 1,436.000 6,821.00 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 140 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 1.000 155,000.00 141 INDUCTIVE LOOP DETECTOR LS 5,000.0000 5,000.00 1.000 5,000.00 142 RAMP METERING SYSTEM (LOCATION 1) LS 63,000.0000 63,000.00 1.000 63,000.00 143 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 1.000 83,000.00 144 RAMP METERING SYSTEM (LOCATION 3) LS 69,000.0000 69,000.00 1.000 69,000.00 PROGRAM CAS145 PAGE 7 DATE 09/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 03:35 PM ESTIMATE NO. 21 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/11 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 09/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,930.24 5,821,767.58 ADJUSTMENT OF COMPENSATION 0.00 171,123.87 EXTRA WORK 10,690.43 788,288.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,620.67 6,781,180.32 145 MOBILIZATION LS 370,000.0000 370,000.00 1.000 370,000.00 ORIGINAL CONTRACT AMOUNT 6,354,888.00 TOTAL WORK COMPLETED 13,620.67 7,151,180.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,101.26 -30,909.42 TOTAL 23,721.93 7,120,270.90 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 08/10/09 220 10/05/09 10/05/09 05/18/11 220 102 0 0 100% 100% ALSHEIKH, JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/11