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 11/30/09 EST. NO.55 TIME 11:05 AM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0131 2,557.18 E.W. @ F.A.(+) 040609 N 052 0 005 0048 795.48 E.W. @ F.A.(+) 102505 N 042.20 006 0236 4,592.83 E.W. @ F.A.(+) 010906 N 151.30 009 0034 1,722.54 E.W. @ F.A.(+) 122005 N 034 0 9,668.03 TOTAL THIS ESTIMATE 1,732,802.32 TOTAL PREVIOUS ESTIMATE 1,742,470.35 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 11/30/09 EST. NO.55 TIME 11:05 AM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNAUTH LANE CLOSURE -15,000.00 30 0.00 -15,000.00 LABOR COMPLIANCE VIOLATION FEB,MARCH & APRIL 06 -10,000.00 12 FEB,MARCH,& APRIL 06 10,000.00 14 JULY 06 -5,003.49 15 JULY 06 5,003.49 16 SEPT 06 -10,000.00 17 SEPT 06 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:05 AM ESTIMATE NO. 55 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/30/09 LOCATION PROGRESS ESTIMATE 07-LA-1-27.4/30.9 ----------------- EXCEL PAVING COMPANY IN LOS ANGELES COUNTY IN 2230 LEMON AVENUE LOS ANGELES AT VARIOUS LOCATIONS LONG BEACH, CA 90806 FED. AID NO. N O N E WIDEN AND REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 8,890.0000 8,890.00 0.750 6,667.50 02 TIME-RELATED OVERHEAD WDAY 1,815.0000 726,000.00 490.000 889,350.00 03 TEMPORARY FENCE (TYPE ESA) M 30.0000 25,500.00 840.000 25,200.00 04 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.750 18,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 55,000.0000 55,000.00 1.000 55,000.00 06 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.650 22,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 125,500.0000 125,500.00 1.000 125,500.00 S) 08 TYPE III BARRICADE EA 115.0000 5,520.00 23.000 2,645.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.0000 5,850.00 460.050 6,900.75 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 26,900.00 27,984.320 27,984.32 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 11,220.00 221.000 7,293.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 1.000 2,500.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 215,180.00 7,700.650 223,318.85 S) 14 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 322.000 56,350.00 S) 15 ABANDON REINFORCED CONCRETE BOX EA 2,800.0000 2,800.00 1.000 2,800.00 16 ABANDON MANHOLE EA 5,000.0000 5,000.00 1.000 5,000.00 17 ABANDON PIPELINE EA 2,200.0000 28,600.00 12.000 26,400.00 18 OBLITERATE SURFACING M2 3.0000 18,240.00 7,394.980 22,184.94 19 REMOVE CHAIN LINK FENCE M 16.5000 13,200.00 978.600 16,146.90 20 REMOVE METAL BEAM GUARD RAILING M 86.0000 3,096.00 26.670 2,293.62 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 16,900.00 5,508.970 13,772.43 STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,012.50 5,913.580 7,391.98 PROGRAM CAS145 PAGE 2 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:05 AM ESTIMATE NO. 55 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,340.00 126.460 2,529.20 24 REMOVE ROADSIDE SIGN EA 75.0000 6,150.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE M3 36.0000 160,200.00 4,414.960 158,938.56 26 REMOVE ASPHALT CONCRETE DIKE M 3.5000 665.00 199.300 697.55 27 REMOVE PIPELINE EA 2,000.0000 8,000.00 3.000 6,000.00 28 REMOVE INLET EA 1,200.0000 12,000.00 6.000 7,200.00 29 REMOVE HEADWALL EA 2,264.0000 9,056.00 3.000 6,792.00 30 REMOVE CONCRETE PAVEMENT M3 38.0000 36,480.00 582.200 22,123.60 31 RELOCATE CONCRETE BENCH EA 1,300.0000 5,200.00 4.000 5,200.00 32 RELOCATE SIGN PANEL EA 100.0000 1,300.00 6.000 600.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,680.00 1,733.170 6,932.68 S) 34 REMOVE CONCRETE CURB M 14.0000 9,940.00 683.390 9,567.46 35 REMOVE CONCRETE (CURB AND GUTTER) M 14.0000 14,560.00 1,131.420 15,839.88 36 REMOVE CONCRETE BARRIER (TYPE 50) M 68.0000 7,480.00 110.000 7,480.00 37 REMOVE CONCRETE (CURB, GUTTER, AND M3 65.0000 4,290.00 94.550 6,145.75 SIDEWALK) 38 REMOVE CRASH CUSHION EA 2,610.0000 2,610.00 1.000 2,610.00 39 CLEARING AND GRUBBING LS 8,890.0000 8,890.00 1.000 8,890.00 40 ROADWAY EXCAVATION M3 15.0000 107,550.00 5,809.200 87,138.00 41 ROADWAY EXCAVATION (TYPE Y) M3 35.0000 52,850.00 1,100.940 38,532.90 (AERIALLY DEPOSITED LEAD) 42 STRUCTURE EXCAVATION (CULVERT) M3 60.0000 507,000.00 8,157.880 489,472.80 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 22.0000 8,668.00 394.000 8,668.00 F) 44 STRUCTURE BACKFILL (CULVERT) M3 70.0000 261,380.00 3,733.960 261,377.20 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 92.0000 53,452.00 581.000 53,452.00 F) 46 IMPORTED BORROW M3 6.6500 126,350.00 23,335.560 155,181.47 47 HIGHWAY PLANTING LS 217,000.0000 217,000.00 1.000 217,000.00 S) 48 TOPSOIL M3 40.0000 78,400.00 1,960.000 78,400.00 S) 49 STRAW (EROSION CONTROL) TONN 465.0000 1,209.00 2.600 1,209.00 S) PROGRAM CAS145 PAGE 3 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:05 AM ESTIMATE NO. 55 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 2.6500 2,385.00 900.000 2,385.00 S) 51 PAM (POLYACRYLAMIDE) KG 18.0000 126.00 7.000 126.00 S) 52 COMPOST (EROSION CONTROL) KG 0.6500 3,393.00 5,220.000 3,393.00 S) 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 4,500.00 3.000 4,500.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 2,400.00 16.000 2,400.00 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 260.00 130.000 260.00 S) 56 ENDOMYCORRHIZAL INOCULUM KG 11.0000 561.00 51.000 561.00 S) 57 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 1.000 60,000.00 S) 58 IRRIGATION SYSTEM LS 221,500.0000 221,500.00 1.000 221,500.00 S) 59 200 MM CORRUGATED HIGH DENSITY M 125.0000 18,750.00 251.100 31,387.50 S) POLYETHYLENE PIPE CONDUIT 60 200 MM WELDED STEEL PIPE CONDUIT M 200.0000 6,600.00 33.000 6,600.00 S) (6.35 MM THICK) 61 CLASS 2 AGGREGATE BASE M3 31.0000 440,200.00 14,187.740 439,819.94 62 ASPHALT CONCRETE (TYPE B) TONN 43.0000 683,700.00 17,554.400 754,839.20 63 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 45.0000 990.00 22.000 990.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 45.0000 2,655.00 59.000 2,655.00 65 CONCRETE PAVEMENT M3 330.0000 128,700.00 396.690 130,907.70 66 SEAL LONGITUDINAL ISOLATION JOINT M 18.0000 12,600.00 392.090 7,057.62 67 STRUCTURAL CONCRETE (WALL FOOTING) M3 550.0000 44,550.00 81.000 44,550.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 200,640.00 97.850 215,270.00 F) 69 MINOR CONCRETE INLET STRUCTURE M3 1,115.0000 200,700.00 180.000 200,700.00 F) 70 MINOR CONCRETE OUTLET STRUCTURE M3 2,280.0000 91,200.00 40.000 91,200.00 F) 71 MINOR CONCRETE (MEDIAN PAVING) M3 375.0000 12,375.00 33.000 12,375.00 F) 72 MINOR CONCRETE (BOX CULVERT) M3 1,070.0000 590,640.00 562.500 601,875.00 F) 73 CONTINOUS DEFLECTIVE SEPARATION UNIT EA 205,000.0000 205,000.00 1.000 205,000.00 74 RETAINING WALL STEM (TYPE 6) M2 220.0000 85,800.00 390.000 85,800.00 F) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 16,225.00 6,490.000 16,225.00 SF) 76 ROADSIDE SIGN (METAL POST) EA 325.0000 9,425.00 27.000 8,775.00 PROGRAM CAS145 PAGE 4 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:05 AM ESTIMATE NO. 55 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN - TWO POST EA 580.0000 1,160.00 2.000 1,160.00 78 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 14,740.00 125.000 13,750.00 METHOD) 79 450 MM REINFORCED CONCRETE PIPE M 430.0000 68,800.00 116.380 50,043.40 80 450 MM REINFORCED CONCRETE PIPE M 805.0000 4,830.00 8.530 6,866.65 INTERIOR STEEL COVER 63.5 MM 81 600 MM REINFORCED CONCRETE PIPE M 350.0000 255,500.00 742.130 259,745.50 82 750 MM REINFORCED CONCRETE PIPE M 315.0000 40,950.00 99.090 31,213.35 83 1200 MM REINFORCED CONCRETE PIPE M 1,070.0000 66,340.00 45.730 48,931.10 INTERIOR STEEL COVER 63.5 MM 84 150 MM PVC PIPE M 200.0000 1,400.00 6.800 1,360.00 85 203 MM PVC PIPE M 86.0000 39,560.00 457.200 39,319.20 86 203 MM INLET PER APWA STD 351-1 CASE 2 EA 624.0000 11,232.00 20.000 12,480.00 87 MINOR CONCRETE (CURB) M 52.0000 20,280.00 401.060 20,855.12 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 250,000.00 481.270 240,635.00 89 MINOR CONCRETE (SIDEWALK) M3 310.0000 387,500.00 611.440 189,546.40 90 MINOR CONCRETE (BUS PAD) M3 482.0000 57,840.00 106.900 51,525.80 91 MINOR CONCRETE (CURB RAMP) M3 3.0000 144.00 12.910 38.73 92 MISCELLANEOUS IRON AND STEEL KG 8.8000 34,856.80 3,961.000 34,856.80 SF) 93 MISCELLANEOUS IRON AND STEEL KG 0.0100 36.56 3,656.000 36.56 SF)(BOX CULVERT) 94 MISCELLANEOUS IRON AND STEEL KG 0.0100 68.00 6,800.000 68.00 SF)(INLET STRUCTURE) 95 MISCELLANEOUS IRON AND STEEL KG 0.0100 34.00 3,400.000 34.00 SF)(OUTLET STRUCTURE) 96 CHAIN LINK FENCE PER APWA STD PLAN 600-1 M 91.0000 8,736.00 96.000 8,736.00 S) 97 TRASH NETTING EA 5,800.0000 17,400.00 3.000 17,400.00 S) 98 DELINEATOR (CLASS 1) EA 35.0000 1,015.00 29.000 1,015.00 99 GUARD RAILING DELINEATOR EA 50.0000 100.00 0.000 0.00 00 METAL BEAM GUARD RAILING M 79.0000 28,440.00 360.000 28,440.00 S) 01 TERMINAL SYSTEM (TYPE SRT) EA 2,998.0000 8,994.00 2.000 5,996.00 S) 02 CRASH CUSHION, SAND FILLED EA 5,580.0000 11,160.00 0.000 0.00 S) 03 CRASH CUSHION (REACT 9CBB) EA 55,261.0000 55,261.00 2.000 110,522.00 S) PROGRAM CAS145 PAGE 5 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:05 AM ESTIMATE NO. 55 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60) M 341.0000 15,686.00 46.000 15,686.00 05 CONCRETE BARRIER (TYPE 60E) M 427.0000 21,777.00 51.000 21,777.00 06 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 14,350.00 564.580 19,760.30 S) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 5,380.50 7,831.750 6,656.99 S) 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,080.00 2,517.560 5,035.12 S) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 662.200 662.20 S) (BROKEN 1.83 M - 0.30 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,800.00 14,271.310 14,271.31 S) (BROKEN 5.18 M - 2.14 M) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,440.00 350.000 1,050.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 3,270.00 917.000 2,751.00 S) TYPE G) 13 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 480.00 227.000 681.00 S) TYPE H) 14 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 1,500.0000 1,500.00 1.000 1,500.00 15 MODIFY SIGNAL INTERCONNECT LS 350,835.0000 350,835.00 1.000 350,835.00 S) (CITY - LOCATION 2) 16 ELECTRIC SERVICE (IRRIGATION) LS 6,235.0000 6,235.00 1.000 6,235.00 17 MODIFY SIGNAL AND LIGHTING LS 97,854.0000 97,854.00 1.000 97,854.00 S) (CITY - LOCATION 1) 18 MODIFY SIGNAL AND LIGHTING LS 511,983.0000 511,983.00 1.000 511,983.00 S) (CITY - LOCATION 2) 19 MODIFY SIGNAL AND LIGHTING LS 62,930.0000 62,930.00 1.000 62,930.00 S) (CITY - LOCATION 3) 20 MODIFY LIGHTING (CITY - LOCATION 1) LS 56,529.0000 56,529.00 1.000 56,529.00 S) 21 MODIFY LIGHTING (CITY - LOCATION 2) LS 361,347.0000 361,347.00 1.000 361,347.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 LEAD COMPLIANCE PLAN LS 4,450.0000 4,450.00 1.000 4,450.00 PROGRAM CAS145 PAGE 6 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 11:05 AM ESTIMATE NO. 55 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 9,091,897.83 ADJUSTMENT OF COMPENSATION 0.00 252,976.10 EXTRA WORK 9,668.03 1,489,494.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,668.03 10,834,368.18 24 MOBILIZATION LS 746,400.0000 746,400.00 1.000 746,400.00 ORIGINAL CONTRACT AMOUNT 9,832,487.36 TOTAL WORK COMPLETED 9,668.03 11,580,768.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 9,668.03 11,565,768.18 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 05/17/05 650 06/01/05 06/27/05 10/03/10 693 144 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME ADJUSTMENT DISPUTE TRUJILLO JR., GILBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 11/30/09