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 11/22/10 EST. NO.14 TIME 02:15 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 0070 713.77 E.W. @ F.A.(+) 062810 N 0182.0 0072 153.52 072210 N 0191.0 0073 845.63 080510 N 0192.0 002 0034 42.46 E.W. @ F.A.(+) 080810 N 0196.0 0035 119.21 080910 N 0197.0 0036 22.58 081010 N 0199.0 0037 16.43 081110 N 0202.0 0038 165.97 090210 N 0216.0 003 0062 526.63 E.W. @ F.A.(+) 071210 N 0184.0 0064 1,022.88 081110 N 0203.0 0065 467.12 081810 N 0207.0 006 0008 2,392.17 A.C. @ U.P.(+) 111910 N 0008 0 013 0006 108.01 E.W. @ F.A.(+) 071210 N 0185.0 0007 504.05 071310 N 0186.0 0008 3,327.39 071410 N 0187.0 0012 136.48 081710 N 0205.0 0014 509.41 082010 N 0208.0 0015 1,435.35 083010 N 0214.0 0016 2,937.07 083110 N 0220.0 018 0004 2,262.94 E.W. @ F.A.(+) 060410 N 0172.0 022 0012 14,700.00 E.W. @ U.P (+) 111810 N 001 0 0013 16,000.00 E.W. @ L.S.(+) 111810 N 002 0 023 0001 128.57 E.W. @ F.A.(+) 080510 N 0193.0 0002 679.75 080510 N 0195.0 0003 1,349.39 080910 N 0240.0 0006 174.85 081810 N 0243.0 027 0001 984.32 E.W. @ F.A.(+) 081010 N 0198.0 0002 216.06 081010 N 0200.0 51,942.01 TOTAL THIS ESTIMATE 342,315.93 TOTAL PREVIOUS ESTIMATE 394,257.94 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 11/22/10 EST. NO.14 TIME 02:15 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 -101.50 -6,232.67 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 -10,000.00 -13,000.00 TOTAL DEDUCTIONS -10,101.50 -19,232.67 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.750 2,250.00 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 3.000 1,575.00 220.000 115,500.00 04 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.174 2,610.00 1.000 15,000.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.040 180.00 0.900 4,050.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 1.7500 31,150.00 10,780.000 18,865.00 15,003.000 26,255.25 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 0.250 6,875.00 1.000 27,500.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,550.0000 1,550.00 0.250 387.50 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 0.100 1,200.00 0.700 8,400.00 16 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.250 41,250.00 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 13.000 975.00 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 3.000 21,000.00 21 TEMPORARY RAILING (TYPE K) LF 12.0000 91,920.00 280.000 3,360.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,600.00 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 4,170.000 1,459.50 28,180.000 9,863.00 29 REMOVE PAVEMENT MARKING SQFT 2.7000 4,131.00 141.000 380.70 910.000 2,457.00 30 REMOVE ROADSIDE SIGN EA 175.0000 1,750.00 2.000 350.00 4.000 700.00 31 REMOVE SIGN STRUCTURE EA 3,250.0000 6,500.00 2.000 6,500.00 32 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 380.00 184.000 368.00 184.000 368.00 33 REMOVE PIPE LF 185.0000 3,700.00 15.000 2,775.00 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 1.500 352.50 4.000 940.00 37 RELOCATE ROADSIDE SIGN EA 235.0000 940.00 1.500 352.50 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 20,874.00 1,970.300 4,137.63 11,015.300 23,132.13 39 REMOVE CONCRETE CURB AND SIDEWALK LF 25.0000 6,750.00 91.000 2,275.00 276.000 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 0.087 1,740.00 1.000 20,000.00 45 ROADWAY EXCAVATION CY 7.0000 61,320.00 417.050 2,919.35 7,259.820 50,818.74 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 5.000 575.00 255.000 29,325.00 F) PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 1,400.00 20.850 4,170.00 53 DITCH EXCAVATION CY 25.0000 125.00 0.000 0.00 54 IMPORTED BORROW CY 4.5000 31,185.00 3,465.000 15,592.50 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 0.000 0.00 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 0.000 0.00 61 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 0.410 12,300.00 0.719 21,570.00 62 8" WELDED STEEL PIPE CONDUIT LF 135.0000 8,505.00 0.000 0.00 (.250" THICK) 63 EXTEND 10" CONDUIT LF 95.0000 7,600.00 15.300 1,453.50 65.700 6,241.50 64 CLASS 2 AGGREGATE BASE CY 39.0000 111,930.00 536.880 20,938.32 2,943.800 114,808.20 65 ASPHALTIC EMULSION (FOG SEAL COAT) TON 975.0000 2,925.00 0.000 0.00 66 HOT MIX ASPHALT (TYPE A) TON 76.0000 517,560.00 569.570 43,287.32 7,371.300 560,218.80 67 MINOR HOT MIX ASPHALT TON 60.0000 16,200.00 170.100 10,206.00 68 DATA CORE LS 2,200.0000 2,200.00 0.750 1,650.00 69 PLACE HOT MIX ASPHALT DIKE LF 3.5000 5,915.00 0.000 0.00 70 PLACE HOT MIX ASPHALT SQYD 10.0000 12,600.00 937.560 9,375.60 (MISCELLANEOUS AREA) 71 TACK COAT TON 1,110.0000 3,330.00 0.685 760.35 4.368 4,848.48 72 CONCRETE PAVEMENT CY 285.0000 501,600.00 58.600 16,701.00 2,185.130 622,762.05 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 7,039.800 16,191.54 7,039.800 16,191.54 75 SEAL LONGITUDINAL ISOLATION JOINT LF 8.5000 28,645.00 975.730 8,293.71 3,884.230 33,015.96 76 GRIND EXISTING CONCRETE SQYD 7.0000 31,290.00 0.000 0.00 PAVEMENT PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.000 21,920.00 896.500 614,102.50 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 25.000 11,250.00 593.000 266,850.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 90,200.00 -3.260 -7,172.00 42.270 92,994.00 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 95.500 20,055.00 88 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 173,200.00 9,830.000 4,915.00 356,230.000 178,115.00 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 2,640.00 213.000 2,343.00 213.000 2,343.00 (0.063"-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 360.00 0.000 0.00 (0.080"-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,960.00 0.000 0.00 (0.063"-FRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 0.000 0.00 (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 2.000 700.00 2.000 700.00 99 ROADSIDE SIGN - TWO POST EA 725.0000 2,900.00 0.000 0.00 00 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,430.00 4.000 440.00 4.000 440.00 METHOD) 01 INSTALL ROADSIDE SIGN PANEL ON EA 165.0000 1,650.00 8.000 1,320.00 8.000 1,320.00 EXISTING POST 02 24" ALTERNATIVE PIPE CULVERT LF 67.0000 136,010.00 12.000 804.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (FACING, METHOD B) 09 CONCRETE (SLOPE PROTECTION) CY 350.0000 2,450.00 0.000 0.00 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 0.000 0.00 12 MINOR CONCRETE (TEXTURED PAVING) SQFT 4.0000 22,680.00 5,962.750 23,851.00 5,962.750 23,851.00 13 MINOR CONCRETE (CURB, SIDEWALK AND CY 320.0000 32,000.00 43.140 13,804.80 81.040 25,932.80 CURB RAMP) 14 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 4,200.00 87.480 2,624.40 87.480 2,624.40 15 MISCELLANEOUS IRON AND STEEL LB 4.0000 23,388.00 3,585.000 14,340.00 4,872.000 19,488.00 F) 16 DELINEATOR (CLASS 1) EA 35.0000 2,555.00 0.000 0.00 17 GUARD RAILING DELINEATOR EA 15.0000 750.00 52.000 780.00 77.000 1,155.00 18 CONCRETE BARRIER MARKER EA 25.0000 1,250.00 0.000 0.00 19 METAL BEAM GUARD RAILING LF 20.0000 21,400.00 687.500 13,750.00 1,200.000 24,000.00 20 CABLE RAILING LF 140.0000 2,800.00 0.000 0.00 21 TRANSITION RAILING (TYPE WB) EA 4,150.0000 16,600.00 2.000 8,300.00 3.000 12,450.00 22 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 2,200.00 1.000 1,100.00 2.000 2,200.00 23 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 3,850.00 1.000 3,850.00 2.000 7,700.00 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 11,200.00 2.000 5,600.00 3.000 8,400.00 25 CONCRETE BARRIER (TYPE TRANSITION) LF 400.0000 6,000.00 13.500 5,400.00 26 CONCRETE BARRIER (TYPE 60G MOD) LF 385.0000 11,550.00 21.690 8,350.65 21.690 8,350.65 27 CONCRETE BARRIER ( TYPE 60GE MOD) LF 415.0000 20,750.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60) LF 63.0000 69,930.00 895.500 56,416.50 29 CONCRETE BARRIER (TYPE 60 MOD) LF 365.0000 7,300.00 11.700 4,270.50 30 CONCRETE BARRIER (TYPE 736) LF 69.0000 25,185.00 18.000 1,242.00 365.000 25,185.00 F) PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 1,170.00 803.300 52,214.50 32 CONCRETE BARRIER (TYPE 736B) LF 195.0000 27,300.00 0.500 97.50 135.500 26,422.50 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,354.00 1,349.000 1,753.70 1,349.000 1,753.70 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,550.00 560.000 476.00 560.000 476.00 (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 10,650.00 1,168.000 4,380.00 1,168.000 4,380.00 36 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 11,956.00 4,636.000 649.04 52,992.000 7,418.88 37 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 5,544.00 72.000 100.80 1,804.000 2,525.60 38 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 13,490.00 167.000 793.25 1,089.000 5,172.75 39 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 40 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 0.868 134,540.00 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 0.316 19,908.00 0.819 51,597.00 43 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 0.016 1,328.00 0.605 50,215.00 44 RAMP METERING SYSTEM (LOCATION 3) LS 69,000.0000 69,000.00 0.262 18,078.00 0.775 53,475.00 PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 02:15 PM ESTIMATE NO. 14 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 11/20/10 R.E. NAME: ALSHEIKH, JASON DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 419,463.06 5,540,956.36 ADJUSTMENT OF COMPENSATION 2,392.17 172,131.79 EXTRA WORK 49,549.84 222,126.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 471,405.07 5,935,214.30 45 MOBILIZATION LS 370,000.0000 370,000.00 1.000 370,000.00 ORIGINAL CONTRACT AMOUNT 6,354,888.00 TOTAL WORK COMPLETED 471,405.07 6,305,214.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,101.50 -19,232.67 TOTAL 461,303.57 6,285,981.63 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 08/10/09 220 10/05/09 10/05/09 03/31/11 220 44 0 0 91% 100% PROGRESS IS SATISFACTORY PER R.E. ALSHEIKH, JASON RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 11/22/10