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 02/24/10 EST. NO.19 TIME 10:04 AM R.E. NAME: OH, KENNETH 12-0E0704 --------------------------------------------------------------------------- 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 0034 1,057.21 E.W. @ F.A.(+) 122809 N 0128.0 0037 424.62 100609 N 0156.0 005 0020 5,918.36 E.W. @ F.A.(+) 111809 N 0126.0 009 0027 1,162.52 E.W. @ F.A.(+) 092609 N 0129.0 0030 1,081.22 111209 N 0132.0 0033 12,613.61 092609 N 0127.1 0034 672.89 011510 N 0162.0 0035 1,651.93 011210 N 0168.0 0036 1,419.26 011110 N 0169.0 0037 543.45 010410 N 0170.0 010 0001 392.69 E.W. @ F.A.(+) 072509 N 0031.0 0002 1,017.39 072809 N 0036.0 0003 5,981.96 072709 N 0035.1 0004 282.53 080609 N 0038.0 0005 307.87 080709 N 0039.0 0006 282.53 081209 N 0040.0 0007 302.61 090209 N 0055.0 0008 1,229.45 081309 N 0058.0 0010 218.11 080609 N 0080.0 0011 218.11 080709 N 0081.0 0012 872.39 081009 N 0082.0 0013 872.39 081109 N 0083.0 0014 872.39 081209 N 0084.0 0015 872.39 081309 N 0085.0 0016 872.39 081409 N 0086.0 0017 872.39 081709 N 0087.0 0018 872.39 081809 N 0088.0 0019 872.39 081909 N 0089.0 0021 872.39 090109 N 0091.0 0022 872.39 090209 N 0092.0 0023 2,384.72 090209 N 0093.0 0027 1,078.30 091609 N 0139.0 0028 1,078.30 091709 N 0140.0 0029 1,078.30 091809 N 0141.0 0030 14.57 092109 N 0142.0 0031 14.57 092209 N 0143.0 0032 14.57 092309 N 0144.0 0034 3,619.76 092809 N 0147.0 0036 6,247.34 092409 N 0145.0 0039 3,407.46 110909 N 0152.0 0041 7,511.36 091509 N 0138.0 0043 1,032.91 011510 N 0161.0 0044 496.45 012110 N 0163.0 013 0013 1,755.43 E.W. @ F.A.(+) 120109 N 0157.0 0014 531.89 010610 N 0159.0 75,768.15 TOTAL THIS ESTIMATE 214,390.25 TOTAL PREVIOUS ESTIMATE 290,158.40 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 02/24/10 EST. NO.19 TIME 10:04 AM R.E. NAME: OH, KENNETH 12-0E0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGG GRADATION FAILED -1,102.50 12 NON-SUB CEM 4401 -10,000.00 19 -10,000.00 -11,102.50 LABOR COMPLIANCE VIOLATION MARINA LDPE/MOORE EL -10,000.00 04 MARINA,MOORE ELEC 10,000.00 05 CONCO PUMPING -1,000.00 10 INTEGRITY REBAR -1,000.00 10 CONCO PUMPING 1,000.00 11 INTEGRITY 1,000.00 11 MARINA -1,000.00 11 MARINA 1,000.00 12 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -11,102.50 PROGRAM CAS145 PAGE 1 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 LOCATION PROGRESS ESTIMATE 12-ORA-5-15.1/16.4 ----------------- ORTIZ ENETERPRISES IN ORANGE COUNTY IN LAGUNA HILLS 6 CUSHING AND MISSION VIEJO FROM 0.2 MILE IRVINE, CA 92618 SOUTH OF OSO PARKWAY OVERCROSSING TO 0.7 MILE NORTH OF OSO PARKWAY OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY AND OVERHEAD ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 520.0000 286,000.00 31.000 16,120.00 509.000 264,680.00 03 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.828 16,560.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.020 50.00 0.820 2,050.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 2.0000 28,000.00 3,201.000 6,402.00 10,801.000 21,602.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 3,200.00 2.750 4,400.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 6,600.00 1.750 5,775.00 08 TEMPORARY CHECK DAM LF 5.0000 4,500.00 100.000 500.00 765.000 3,825.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 6,000.00 14.250 5,700.00 10 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 8,900.00 0.000 0.00 S) (BONDED FIBER MATRIX) 11 STREET SWEEPING LS 40,000.0000 40,000.00 0.050 2,000.00 0.700 28,000.00 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.780 23,400.00 S) 13 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.030 1,500.00 0.864 43,200.00 S) 14 TYPE III BARRICADE EA 250.0000 1,500.00 1.000 250.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,700.00 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 12,000.00 0.000 0.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,500.00 129.000 6,450.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.030 900.00 0.700 21,000.00 S) 19 TEMPORARY RAILING (TYPE K) LF 10.0000 110,000.00 7,680.000 76,800.00 20 TEMPORARY CRASH CUSHION MODULE EA 150.0000 25,500.00 112.000 16,800.00 21 TEMPORARY TRAFFIC SCREEN LF 2.5000 19,400.00 2,940.000 7,350.00 22 ABANDON CULVERT LF 23.0000 37,030.00 1,264.000 29,072.00 PROGRAM CAS145 PAGE 2 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 500.0000 5,000.00 9.000 4,500.00 24 REMOVE WOOD FENCE LF 21.0000 630.00 32.000 672.00 25 REMOVE CHAIN LINK FENCE LF 8.0000 640.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,350.00 1,337.500 6,687.50 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 6,960.00 13,152.000 5,260.80 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 18,760.00 3,180.000 1,272.00 S) 29 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 2,920.00 0.000 0.00 S) 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,960.00 12,745.000 5,098.00 S) 31 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,500.00 1,317.000 2,634.00 S) 32 REMOVE PAVEMENT MARKER EA 1.0000 33,400.00 2,145.000 2,145.00 S) 33 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 3,250.00 19.000 2,375.00 34 REMOVE ROADSIDE SIGN EA 75.0000 525.00 5.000 375.00 (STRAP AND SADDLE BRACKET METHOD) 35 REMOVE SIGN STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500.00 S) 36 REMOVE OVERSIDE DRAIN EA 2,400.0000 2,400.00 1.000 2,400.00 37 REMOVE PIPE LF 50.0000 6,500.00 110.000 5,500.00 38 REMOVE INLET EA 800.0000 1,600.00 1.000 800.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 52,200.00 1,713.450 5,140.35 S) 40 REMOVE CONCRETE CY 125.0000 5,250.00 20.220 2,527.50 41 CLEAN BRIDGE DECK SQFT 1.5000 2,475.00 0.000 0.00 42 BRIDGE REMOVAL (PORTION) LS 45,500.0000 45,500.00 0.000 0.00 43 CLEARING AND GRUBBING LS 396,000.0000 396,000.00 0.950 376,200.00 44 ROADWAY EXCAVATION CY 13.0000 296,400.00 27,541.280 358,036.64 45 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 46 STRUCTURE EXCAVATION (BRIDGE) CY 140.0000 21,420.00 153.000 21,420.00 F) 47 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 59,000.00 246.000 49,200.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 255,050.00 10,532.000 263,300.00 F) 49 STRUCTURE BACKFILL (BRIDGE) CY 163.0000 43,684.00 96.000 15,648.00 F) PROGRAM CAS145 PAGE 3 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 278,208.00 15,155.500 272,799.00 F) 51 SLURRY CEMENT BACKFILL CY 98.0000 11,760.00 89.870 8,807.26 52 HIGHWAY PLANTING LS 35,000.0000 35,000.00 0.900 31,500.00 0.900 31,500.00 S) 53 EROSION CONTROL (TYPE D) SQFT 0.1000 8,550.00 0.000 0.00 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 1,200.00 0.500 200.00 0.500 200.00 S) 55 MAINTAIN EXISTING PLANTED AREAS LS 6,000.0000 6,000.00 0.250 1,500.00 0.250 1,500.00 S) 56 PLANT ESTABLISHMENT WORK LS 41,000.0000 41,000.00 0.000 0.00 S) 57 IRRIGATION SYSTEM LS 51,000.0000 51,000.00 0.460 23,460.00 0.800 40,800.00 S) 58 EXTEND 10" CONDUIT LF 365.0000 22,630.00 61.000 22,265.00 59 CLASS 2 AGGREGATE SUBBASE CY 18.0000 132,840.00 4,332.510 77,985.18 60 CLASS 2 AGGREGATE BASE CY 60.0000 16,200.00 39.420 2,365.20 61 AGGREGATE BASE (APPROACH SLAB) CY 80.0000 3,840.00 0.000 0.00 62 LEAN CONCRETE BASE CY 255.0000 214,200.00 554.550 141,410.25 63 ASPHALT CONCRETE TON 95.0000 1,035,500.00 6,969.080 662,062.60 64 ASPHALT CONCRETE BASE (TYPE A) TON 93.0000 929,070.00 5,558.890 516,976.77 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TON 111.0000 206,460.00 0.000 0.00 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 9.0000 2,160.00 0.000 0.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 9.0000 1,260.00 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 9.0000 675.00 0.000 0.00 69 ASPHALTIC EMULSION (PAINT BINDER) TON 650.0000 50,700.00 19.690 12,798.50 70 CONCRETE PAVEMENT CY 275.0000 365,750.00 958.550 263,601.25 71 CONCRETE PAVEMENT (RAMP TERMINI) CY 370.0000 62,900.00 0.000 0.00 72 CONCRETE PAVEMENT CY 550.0000 473,000.00 550.000 302,500.00 (RAPID STRENGTH CONCRETE) 73 SEAL PAVEMENT JOINT LF 5.0000 28,400.00 5,480.000 27,400.00 5,480.000 27,400.00 74 SEAL LONGITUDINAL ISOLATION JOINT LF 6.7500 16,065.00 1,447.000 9,767.25 2,280.000 15,390.00 75 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 46.0000 17,618.00 383.000 17,618.00 S) 76 FURNISH PILING (CLASS 140) LF 20.0000 36,260.00 1,015.000 20,300.00 PROGRAM CAS145 PAGE 4 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 140) EA 2,910.0000 104,760.00 28.000 81,480.00 S) 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 65,000.0000 65,000.00 0.000 0.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 230.0000 25,760.00 94.400 21,712.00 F) 80 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 572,400.00 257.000 154,200.00 F) 81 STRUCTURAL CONCRETE, RETAINING WALL CY 315.0000 1,215,270.00 3,826.000 1,205,190.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB CY 605.0000 54,450.00 0.000 0.00 F) (TYPE N) 83 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 384,800.00 0.000 0.00 (TYPE R) 84 MINOR CONCRETE (MINOR STRUCTURE) CY 2,430.0000 41,310.00 8.240 20,023.20 F) 85 DRILL AND BOND DOWEL LF 10.0000 3,050.00 305.000 3,050.00 86 REFINISH BRIDGE DECK SQFT 26.0000 5,278.00 0.000 0.00 87 JOINT SEAL (MR 1 1/2") LF 115.0000 9,315.00 0.000 0.00 S) 88 JOINT SEAL (MR 2") LF 125.0000 20,500.00 0.000 0.00 S) 89 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 290,868.50 81,875.000 106,437.50 SF) 90 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3500 655,194.15 485,329.000 655,194.15 SF) 91 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.9000 70,560.00 0.000 0.00 F) 92 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 14,400.00 600.000 600.00 SF) 93 FURNISH SIGN STRUCTURE (TRUSS) LB 5.3000 238,500.00 45,000.000 238,500.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,500.00 45,000.000 13,500.00 SF) 95 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 11,040.00 350.000 8,400.00 96 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,168.00 0.000 0.00 (0.063"-UNFRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,040.00 0.000 0.00 (0.080"-UNFRAMED) 98 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 893.00 0.000 0.00 (0.063"-FRAMED) 99 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,400.00 0.000 0.00 (0.080"-FRAMED) 00 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 19,500.00 0.000 0.00 S) (SIGN FOUNDATION) 01 METAL (BARRIER MOUNTED SIGN) LB 6.5000 11,895.00 0.000 0.00 02 ROADSIDE SIGN - ONE POST EA 485.0000 8,730.00 1.000 485.00 03 ROADSIDE SIGN - TWO POST EA 1,300.0000 6,500.00 2.000 2,600.00 PROGRAM CAS145 PAGE 5 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 2,250.00 4.000 600.00 METHOD) 05 18" ALTERNATIVE PIPE CULVERT LF 125.0000 20,000.00 80.600 10,075.00 06 24" ALTERNATIVE PIPE CULVERT LF 110.0000 24,200.00 0.000 0.00 07 18" CORRUGATED STEEL PIPE (.079" THICK) LF 125.0000 9,875.00 0.000 0.00 08 GRATED LINE DRAIN LF 190.0000 13,110.00 0.000 0.00 09 WELDED STEEL PIPE CASING (BRIDGE) LF 690.0000 52,440.00 0.000 0.00 10 18" STEEL FLARED END SECTION EA 2,200.0000 2,200.00 0.000 0.00 11 36" PRECAST CONCRETE PIPE MANHOLE LF 700.0000 2,800.00 0.000 0.00 12 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 260.0000 1,300.00 0.000 0.00 13 ROCK SLOPE PROTECTION CY 520.0000 1,144.00 0.000 0.00 (BACKING NO. 3, METHOD B) 14 SLOPE PAVING (CONCRETE) CY 340.0000 68,680.00 0.000 0.00 15 ROCK SLOPE PROTECTION FABRIC SQYD 13.0000 273.00 0.000 0.00 16 MINOR CONCRETE (MISCELLANEOUS CY 380.0000 14,440.00 21.860 8,306.80 CONSTRUCTION) 17 MINOR CONCRETE (PATTERNED) CY 375.0000 45,000.00 92.800 34,800.00 18 CURB RAMP DETECTABLE WARNING SURFACE SQFT 65.0000 2,340.00 0.000 0.00 19 MISCELLANEOUS IRON AND STEEL LB 3.0000 9,459.00 1,962.000 5,886.00 SF) 20 CHAIN LINK FENCE (TYPE CL-6) LF 33.0000 2,640.00 0.000 0.00 S) 21 DELINEATOR (CLASS 1) EA 50.0000 7,500.00 42.000 2,100.00 22 OBJECT MARKER (TYPE K) EA 100.0000 100.00 0.000 0.00 23 METAL BEAM GUARD RAILING (WOOD POST) LF 22.5000 79,875.00 1,212.500 27,281.25 S) 24 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.0000 5,850.00 0.000 0.00 25 CHAIN LINK RAILING (TYPE 7) LF 65.0000 16,770.00 0.000 0.00 SF) 26 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 49.0000 42,140.00 0.000 0.00 S) 27 TRANSITION RAILING (TYPE WB) EA 3,530.0000 10,590.00 0.000 0.00 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 710.0000 2,840.00 3.000 2,130.00 S) 29 RETURN CAP (TYPE TA) EA 265.0000 265.00 0.000 0.00 S) 30 END ANCHOR ASSEMBLY (TYPE CA) EA 915.0000 915.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 14,800.00 2.000 7,400.00 S) 32 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 S) 33 CRASH CUSHION (TYPE CAT) EA 10,400.0000 20,800.00 0.000 0.00 S) 34 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 0.000 0.00 S) 35 CONCRETE BARRIER (TYPE 736) LF 75.0000 19,350.00 0.000 0.00 F) 36 CONCRETE BARRIER (TYPE 736A) LF 52.0000 147,056.00 288.000 14,976.00 2,828.000 147,056.00 F) 37 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 10,140.00 0.000 0.00 S) 38 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,731.00 0.000 0.00 S) 39 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 690.00 0.000 0.00 S) (BROKEN 12-3) 40 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 12,810.00 0.000 0.00 S) 41 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,264.00 0.000 0.00 S) (BROKEN 16 - 8) 42 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,800.00 0.000 0.00 S) (BROKEN 36-12) 43 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 676.00 0.000 0.00 S) (BROKEN 17-7) 44 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 650.00 0.000 0.00 S) (BROKEN 36-12) 45 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 4,800.00 27,615.000 2,761.50 S) 46 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 3,160.00 434.000 868.00 S) 47 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,900.00 1,217.000 1,217.00 S) 48 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 28,000.00 806.000 1,612.00 S) 49 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 18,000.0000 18,000.00 0.750 13,500.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 50 LIGHTING AND SIGN ILLUMINATION LS 142,000.0000 142,000.00 0.420 59,640.00 S) 51 MODIFY RAMP METERING SYSTEM LS 82,000.0000 82,000.00 0.950 77,900.00 S) (LOCATION 1) 52 MODIFY RAMP METERING SYSTEM LS 77,000.0000 77,000.00 0.950 73,150.00 S) (LOCATION 2) 53 MODIFY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 S) (LOCATION 3) 54 COMMUNICATION SYSTEM LS 162,000.0000 162,000.00 0.680 110,160.00 S) 55 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 0.360 34,560.00 0.930 89,280.00 S) 56 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 86,000.0000 86,000.00 0.330 28,380.00 S) 57 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 62,000.0000 62,000.00 0.310 19,220.00 S) PROGRAM CAS145 PAGE 7 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 8,300.0000 8,300.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 02/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 10:04 AM ESTIMATE NO. 19 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 02/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 170,835.25 7,391,080.20 ADJUSTMENT OF COMPENSATION 0.00 21,361.29 EXTRA WORK 75,768.15 268,797.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 246,603.40 7,681,238.60 59 MOBILIZATION LS 1260,000.0000 1,260,000.00 1.000 1,260,000.00 ORIGINAL CONTRACT AMOUNT 12,675,454.65 TOTAL WORK COMPLETED 246,603.40 8,941,238.60 MATERIALS ON HAND ON SITE 134,200.35 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -11,102.50 TOTAL 236,603.40 9,064,336.45 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 07/29/08 915 09/22/08 09/22/08 07/11/11 352 157 0 0 68% 64% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/04/10. OH, KENNETH RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/24/10