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 06/28/11 EST. NO.20 TIME 09:07 AM 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 0109 5,170.78 E.W. @ F.A.(+) 022211 N 0365.0 0121 1,166.15 041111 N 0393.0 0122 1,475.76 041111 N 0413.0 0123 4,155.81 122410 N 0328.0 0125 1,471.75 032811 N 0391.0 0126 1,744.60 032611 N 0417.0 0127 499.35 040811 N 0419.0 0128 305.91 041411 N 0420.0 0129 1,407.11 112410 N 0414.0 0130 792.00 042111 N 0422.0 0131 251.90 081910 N 0337.1 0132 774.49 060710 N 0438.0 0133 935.59 111209 N 0439.0 0134 563.07 102709 N 0440.0 0135 149.58 051310 N 0441.0 0136 87.03 121509 N 0442.0 0137 986.94 121609 N 0443.0 0138 286.10 051811 N 0431.0 0139 266.08 100710 N 0434.0 0140 110.00 121510 N 0435.0 003 0088 374.51 E.W. @ F.A.(+) 041411 N 0421.0 0089 130.82 042711 N 0423.0 0090 398.60 042811 N 0425.0 0091 2,914.56 031111 N 0378.0 0092 429.00 031811 N 0385.0 0093 497.33 030111 N 0416.0 0094 429.00 040411 N 0418.0 0095 882.24 050611 N 0429.0 0097 447.62 051711 N 0430.0 006 0011 121.41 A.C. @ U.P.(+) 061511 N 0011 0 012 0017 621.38 E.W. @ F.A.(+) 082610 N 0236.0 0018 688.92 082710 N 0237.0 0019 1,857.64 083110 N 0238.0 0023 782.38 093010 N 0311.0 0024 984.97 101310 N 0312.0 0026 719.05 102110 N 0314.0 0027 178.76 112910 N 0315.0 0030 903.95 102110 N 0338.0 0036 184.92 123110 N 0346.0 0037 887.91 113010 N 0347.0 0038 4,741.03 120610 N 0349.0 0040 4,049.79 011911 N 0355.0 0042 1,560.98 102810 N 0339.1 0043 576.19 041211 N 0405.0 0044 1,997.94 042011 N 0407.0 0045 1,116.64 033011 N 0399.0 0045-1 -1,116.64 033011 N 0399.0 DAO CORRECTING ENTRY 0045-2 1,116.64 033011 N 0399.0 DAO CORRECTING ENTRY 0045-3 -1,116.64 033011 N 0399.0 DAO CORRECTING ENTRY 0045-4 1,025.59 033011 N 0399.0 DAO CORRECTING ENTRY 0046 1,255.73 033111 N 0402.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/28/11 EST. NO.20 TIME 09:07 AM 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 --------------------------------------------------------------------------- 0047 3,512.55 101410 N 0313.1 018 0013 132.81 E.W. @ F.A.(+) 060710 N 0179.1 019 0009 2,020.07 E.W. @ F.A.(+) 032211 N 0392.0 022 0038 275.28 E.W. @ F.A.(+) 100410 N 0444.0 0039 275.28 100510 N 0445.0 023 0011 168.10 E.W. @ F.A.(+) 112910 N 0415.0 030 0004 3,027.93 E.W. @ F.A.(+) 092710 N 0409.0 0005 3,004.51 092810 N 0410.0 0006 393.32 051311 N 0433.0 0007 1,554.94 051311 N 0433.1 031 0001 974.54 E.W. @ F.A.(+) 012311 N 0360.0 0003 6,314.80 012411 N 0364.0 0005 3,762.08 120810 N 0348.1 0006 1,524.29 123010 N 0345.1 0007 462.00 110910 N 0341.1 0008 1,166.98 032411 N 0403.0 0010 466.80 032311 N 0396.0 0011 646.66 033111 N 0400.0 0012 1,983.04 041211 N 0404.0 034 0029 768.77 E.W. @ L.S.(+) 032511 N 0029 0 036 0001 48,000.00 E.W. @ L.S.(+) 032611 N 001 0 037 0001 353.29 E.W. @ F.A.(+) 041211 N 0406.0 0002 414.68 050211 N 0408.0 0003 937.55 032311 N 0394.0 0004 414.16 032511 N 0397.0 0005 611.69 033111 N 0401.0 0007 194.89 042811 N 0424.0 0008 972.21 042811 N 0426.0 0009 952.34 050311 N 0427.0 0011 10,776.38 E.W. @ L.S.(+) 050411 N 0011 0 038 0001 15,270.00 E.W. @ L.S.(+) 042811 N 001 0 040 0001 2,886.51 E.W. @ F.A.(+) 050311 N 0428.0 041 0001 -3,600.69 A.C. @ L.S.(-) 083010 N 001 0 162,859.98 TOTAL THIS ESTIMATE 785,862.33 TOTAL PREVIOUS ESTIMATE 948,722.31 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 06/28/11 EST. NO.20 TIME 09:07 AM 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 -6,076.26 -24,010.68 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 RECD SEPT 2010 CPR 1,000.00 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 06/28/11 EST. NO.20 TIME 09:07 AM R.E. NAME: ALSHEIKH, JASON 11-081644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 8,000.00 -7,000.00 OTHER OUTSTANDING DOCUMENTS MISSING 2402F,2403F -10,000.00 20 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -8,076.26 -41,010.68 PROGRAM CAS145 PAGE 1 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.850 2,550.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 4.000 1,000.00 03 TIME-RELATED OVERHEAD WDAY 525.0000 115,500.00 220.000 115,500.00 04 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.100 450.00 1.000 4,500.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 1.7500 31,150.00 21,800.000 38,150.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 3,500.00 1.000 1,750.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 5,250.0000 26,250.00 5.000 26,250.00 09 TEMPORARY CHECK DAM LF 6.5000 6,760.00 879.000 5,713.50 10 MOVE-IN/MOVE-OUT EA 400.0000 1,200.00 2.000 800.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 4,750.00 9.000 4,275.00 12 STREET SWEEPING LS 27,500.0000 27,500.00 1.000 27,500.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,550.0000 1,550.00 1.000 1,550.00 14 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 5,940.00 17,707.774 5,312.33 15 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.300 3,600.00 1.000 12,000.00 16 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 1.000 165,000.00 17 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3000 10,530.00 10,910.000 14,183.00 18 TRAFFIC PLASTIC DRUM EA 75.0000 2,250.00 23.000 1,725.00 19 TEMPORARY PAVEMENT MARKER EA 5.0000 2,150.00 485.000 2,425.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 4.000 28,000.00 21 TEMPORARY RAILING (TYPE K) LF 12.0000 91,920.00 8,060.000 96,720.00 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 19,500.00 79.000 19,750.00 PROGRAM CAS145 PAGE 2 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION (ADIEM) EA 1,600.0000 6,400.00 4.000 6,400.00 24 ABANDON CULVERT EA 1,600.0000 3,200.00 2.000 3,200.00 25 ABANDON IRRIGATION CROSSOVER EA 650.0000 2,600.00 4.000 2,600.00 26 REMOVE METAL BEAM GUARD RAILING LF 6.0000 16,080.00 2,753.000 16,518.00 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 5,700.00 2,720.000 5,440.00 28 REMOVE TRAFFIC STRIPE LF 0.3500 24,080.00 32,566.000 11,398.10 29 REMOVE PAVEMENT MARKING SQFT 2.7000 4,131.00 1,294.000 3,493.80 30 REMOVE ROADSIDE SIGN EA 175.0000 1,750.00 10.000 1,750.00 31 REMOVE SIGN STRUCTURE EA 3,250.0000 6,500.00 2.000 6,500.00 32 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 380.00 410.000 820.00 33 REMOVE PIPE LF 185.0000 3,700.00 15.000 2,775.00 34 REMOVE INLET EA 1,300.0000 1,300.00 1.000 1,300.00 35 REMOVE BASE AND SURFACING CY 15.0000 3,300.00 176.800 2,652.00 36 RESET ROADSIDE SIGN EA 235.0000 1,880.00 8.000 1,880.00 37 RELOCATE ROADSIDE SIGN EA 235.0000 940.00 4.000 940.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 20,874.00 11,015.300 23,132.13 39 REMOVE CONCRETE CURB AND SIDEWALK LF 25.0000 6,750.00 276.000 6,900.00 40 CAP RISER EA 975.0000 1,950.00 2.000 1,950.00 41 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000.00 42 JACKING SUPERSTRUCTURE LS 115,000.0000 115,000.00 1.000 115,000.00 43 CLEARING AND GRUBBING LS 95,000.0000 95,000.00 1.000 95,000.00 44 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 45 ROADWAY EXCAVATION CY 7.0000 61,320.00 7,268.430 50,879.01 46 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 47 STRUCTURE EXCAVATION (BRIDGE) CY 165.0000 65,175.00 395.000 65,175.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 35,650.00 1,426.000 35,650.00 F) 49 STRUCTURE BACKFILL (BRIDGE) CY 115.0000 29,325.00 255.000 29,325.00 F) PROGRAM CAS145 PAGE 3 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) CY 39.0000 43,212.00 1,108.000 43,212.00 F) 51 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 13,695.00 249.000 13,695.00 F) WALL) 52 SAND BACKFILL CY 200.0000 4,200.00 20.850 4,170.00 53 DITCH EXCAVATION CY 25.0000 125.00 5.810 145.25 54 IMPORTED BORROW CY 4.5000 31,185.00 3,700.000 16,650.00 55 EROSION CONTROL (BIOFILTRATION) SQYD 5.0000 2,750.00 0.000 0.00 56 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.5000 34,500.00 20,354.000 30,531.00 57 CHECK DAM LF 4.0000 3,200.00 0.000 0.00 58 FIBER ROLLS LF 2.0000 35,200.00 0.000 0.00 59 DRAINAGE INLET PROTECTION EA 500.0000 4,500.00 0.000 0.00 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 3.000 1,500.00 61 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 62 8" WELDED STEEL PIPE CONDUIT LF 135.0000 8,505.00 60.000 8,100.00 (.250" THICK) 63 EXTEND 10" CONDUIT LF 95.0000 7,600.00 73.000 6,935.00 64 CLASS 2 AGGREGATE BASE CY 39.0000 111,930.00 2,943.800 114,808.20 65 ASPHALTIC EMULSION (FOG SEAL COAT) TON 975.0000 2,925.00 0.870 848.25 3.572 3,482.70 66 HOT MIX ASPHALT (TYPE A) TON 76.0000 517,560.00 7,374.300 560,446.80 67 MINOR HOT MIX ASPHALT TON 60.0000 16,200.00 236.285 14,177.10 68 DATA CORE LS 2,200.0000 2,200.00 1.000 2,200.00 69 PLACE HOT MIX ASPHALT DIKE LF 3.5000 5,915.00 3,338.000 11,683.00 70 PLACE HOT MIX ASPHALT SQYD 10.0000 12,600.00 960.230 9,602.30 (MISCELLANEOUS AREA) 71 TACK COAT TON 1,110.0000 3,330.00 4.368 4,848.48 72 CONCRETE PAVEMENT CY 285.0000 501,600.00 2,189.600 624,036.00 73 CONCRETE PAVEMENT (RAPID STRENGTH CY 515.0000 350,200.00 226.000 116,390.00 CONCRETE) 74 SEAL PAVEMENT JOINT LF 2.3000 19,711.00 7,822.000 17,990.60 75 SEAL LONGITUDINAL ISOLATION JOINT LF 8.5000 28,645.00 4,004.230 34,035.96 76 GRIND EXISTING CONCRETE SQYD 7.0000 31,290.00 0.000 0.00 PAVEMENT PROGRAM CAS145 PAGE 4 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH STEEL PILING (HP 12 X 84) LF 36.0000 131,796.00 3,681.000 132,516.00 78 DRIVE STEEL PILE (HP 12 X 84) EA 1,135.0000 108,960.00 96.000 108,960.00 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 44,000.0000 44,000.00 1.000 44,000.00 80 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.0000 56,100.00 165.000 56,100.00 F) 81 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 623,350.00 910.000 623,350.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 34,500.00 83.200 41,600.00 F) (TYPE N MODIFIED) 83 CLASS 4 CONCRETE (BACKFILL) CY 175.0000 1,400.00 20.520 3,591.00 F) 84 CLASS 1 CONCRETE (RETAINING WALL) CY 450.0000 266,850.00 593.000 266,850.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 90,200.00 46.050 101,310.00 F) 86 FRACTURED RIB TEXTURE SQFT 15.0000 57,645.00 3,843.000 57,645.00 F) 87 JOINT SEAL (MR 2") LF 210.0000 17,430.00 95.500 20,055.00 88 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 173,200.00 356,230.000 178,115.00 F) 89 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 69,994.00 69,994.000 69,994.00 F) 90 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4000 237,006.00 43,890.000 237,006.00 F) 91 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,167.00 43,890.000 13,167.00 F) 92 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.5000 6,930.00 420.000 6,930.00 93 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 385.940 4,245.34 (0.063"-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 360.00 102.000 1,224.00 (0.080"-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,960.00 135.750 1,900.50 (0.063"-FRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 111.260 1,668.90 (0.080"-FRAMED) 97 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,400.0000 70,000.00 50.000 70,000.00 (SIGN FOUNDATION) 98 ROADSIDE SIGN - ONE POST EA 350.0000 2,450.00 18.000 6,300.00 99 ROADSIDE SIGN - TWO POST EA 725.0000 2,900.00 4.000 2,900.00 00 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,430.00 13.000 1,430.00 METHOD) 01 INSTALL ROADSIDE SIGN PANEL ON EA 165.0000 1,650.00 10.000 1,650.00 EXISTING POST 02 24" ALTERNATIVE PIPE CULVERT LF 67.0000 136,010.00 2,048.000 137,216.00 03 18" HIGH SENSITY POLYETHYLENE PIPE LF 130.0000 9,100.00 66.000 8,580.00 PROGRAM CAS145 PAGE 5 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 24" HIGH DENSITY POLYETHYLENE PIPE LF 61.0000 25,620.00 414.000 25,254.00 05 42" REINFORCED CONCRETE PIPE LF 210.0000 6,300.00 24.000 5,040.00 06 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200.00 07 36" REINFORCED CONCRETE PIPE RISER LF 600.0000 3,000.00 5.000 3,000.00 08 ROCK SLOPE PROTECTION CY 225.0000 1,125.00 5.560 1,251.00 (FACING, METHOD B) 09 CONCRETE (SLOPE PROTECTION) CY 350.0000 2,450.00 6.320 2,212.00 10 SLOPE PAVING (CONCRETE) CY 775.0000 15,500.00 20.000 15,500.00 F) 11 ROCK SLOPE PROTECTION FABRIC SQYD 19.0000 570.00 23.000 437.00 12 MINOR CONCRETE (TEXTURED PAVING) SQFT 4.0000 22,680.00 5,962.750 23,851.00 13 MINOR CONCRETE (CURB, SIDEWALK AND CY 320.0000 32,000.00 82.740 26,476.80 CURB RAMP) 14 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 4,200.00 145.470 4,364.10 15 MISCELLANEOUS IRON AND STEEL LB 4.0000 23,388.00 6,899.000 27,596.00 F) 16 DELINEATOR (CLASS 1) EA 35.0000 2,555.00 44.000 1,540.00 17 GUARD RAILING DELINEATOR EA 15.0000 750.00 69.000 1,035.00 18 CONCRETE BARRIER MARKER EA 25.0000 1,250.00 46.000 1,150.00 19 METAL BEAM GUARD RAILING LF 20.0000 21,400.00 1,525.000 30,500.00 20 CABLE RAILING LF 140.0000 2,800.00 19.000 2,660.00 21 TRANSITION RAILING (TYPE WB) EA 4,150.0000 16,600.00 4.000 16,600.00 22 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 2,200.00 6.000 6,600.00 23 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 3,850.00 2.000 7,700.00 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 11,200.00 4.000 11,200.00 25 CONCRETE BARRIER (TYPE TRANSITION) LF 400.0000 6,000.00 15.000 6,000.00 26 CONCRETE BARRIER (TYPE 60G MOD) LF 385.0000 11,550.00 27.190 10,468.15 27 CONCRETE BARRIER ( TYPE 60GE MOD) LF 415.0000 20,750.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60) LF 63.0000 69,930.00 995.000 62,685.00 29 CONCRETE BARRIER (TYPE 60 MOD) LF 365.0000 7,300.00 13.000 4,745.00 30 CONCRETE BARRIER (TYPE 736) LF 69.0000 25,185.00 365.000 25,185.00 F) PROGRAM CAS145 PAGE 6 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 736A) LF 65.0000 52,650.00 803.300 52,214.50 32 CONCRETE BARRIER (TYPE 736B) LF 195.0000 27,300.00 135.500 26,422.50 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,354.00 3,498.000 4,547.40 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,550.00 2,344.000 1,992.40 (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 10,650.00 2,115.000 7,931.25 36 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 11,956.00 55,286.000 7,740.04 37 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 5,544.00 1,888.000 2,643.20 38 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 13,490.00 1,436.000 6,821.00 39 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 40 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 1.000 155,000.00 41 INDUCTIVE LOOP DETECTOR LS 5,000.0000 5,000.00 1.000 5,000.00 42 RAMP METERING SYSTEM (LOCATION 1) LS 63,000.0000 63,000.00 0.050 3,150.00 1.000 63,000.00 43 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 0.034 2,822.00 1.000 83,000.00 44 RAMP METERING SYSTEM (LOCATION 3) LS 69,000.0000 69,000.00 0.011 759.00 1.000 69,000.00 PROGRAM CAS145 PAGE 7 DATE 06/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 09:07 AM ESTIMATE NO. 20 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 06/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,129.25 5,818,837.34 ADJUSTMENT OF COMPENSATION -3,479.28 171,123.87 EXTRA WORK 166,339.26 777,598.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 176,989.23 6,767,559.65 45 MOBILIZATION LS 370,000.0000 370,000.00 1.000 370,000.00 ORIGINAL CONTRACT AMOUNT 6,354,888.00 TOTAL WORK COMPLETED 176,989.23 7,137,559.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -8,076.26 -41,010.68 TOTAL 168,912.97 7,096,548.97 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 06/28/11