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 06/20/12 EST. NO.18 TIME 01:55 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 0113 1,332.53 E.W. @ F.A.(+) 032112 N 0500.0 0116 230.89 032612 N 0512.0 0117 237.25 032712 N 0513.0 0118 648.82 032812 N 0516.0 0119 854.72 033012 N 0518.0 0121 244.29 040112 N 0520.0 0122 244.29 040312 N 0521.0 0123 244.29 040412 N 0522.0 0124 244.29 040512 N 0525.0 0125 454.60 040612 N 0526.0 0126 543.80 040612 N 0528.0 0127 244.29 040912 N 0530.0 0128 577.96 041012 N 0534.0 0129 244.29 041112 N 0536.0 0130 160.34 042412 N 0542.0 0131 847.44 042512 N 0545.0 0132 272.92 042712 N 0548.0 0133 176.00 040612 N 0528.1 0134 88.00 041012 N 0534.1 0135 292.99 042712 N 0547.1 002 0004 523.43 E.W. @ F.A.(+) 032812 N 0517.0 0005 1,071.19 041212 N 0537.0 007 0005 627.10 E.W. @ F.A.(+) 041812 N 0561.0 008 0020 1,126.00 E.W. @ F.A.(+) 042412 N 0544.0 011 0004 11,610.90 E.W. @ F.A.(+) 013112 N 0506.0 0005 10,267.48 031512 N 0507.0 0006 1,742.21 043012 N 0508.0 012 0019 750.00 E.W. @ F.A.(+) 051212 N 0509.0 025 0035 645.21 E.W. @ F.A.(+) 042412 N 0543.0 0036 473.44 011912 N 0413.2 028 0025 627.00 E.W. @ F.A.(+) 022312 N 0450.1 0026 655.94 032812 N 0515.0 0027 2,458.94 040912 N 0529.0 0028 4,412.62 041012 N 0535.0 0029 786.05 032712 N 0514.1 0030 176.00 032712 N 0514.2 0031 176.00 032812 N 0515.1 0033 811.80 040912 N 0529.1 039 0068 548.67 E.W. @ F.A.(+) 032212 N 0511.0 0069 110.59 041012 N 0532.0 0070 777.91 042512 N 0546.0 0071 87.42 041612 N 0559.0 049 0012 456.53 E.W. @ F.A.(+) 042112 N 0541.0 0013 553.04 041812 N 0562.0 065 0007 763.22 E.W. @ F.A.(+) 030812 N 0510.0 068 0001 4,711.38 A.C. @ U.P.(+) 061312 N 000 0 078 0005 917.22 E.W. @ F.A.(+) 043012 N 0550.0 0006 240.90 041712 N 0538.0 0007 240.90 041812 N 0539.0 0008 270.60 041312 N 0558.0 0009 541.20 041612 N 0560.0 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 06/20/12 EST. NO.18 TIME 01:55 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 972.68 041912 N 0563.0 0012 478.50 043012 N 0570.0 58,796.07 TOTAL THIS ESTIMATE 2,162,386.23 TOTAL PREVIOUS ESTIMATE 2,221,182.30 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 06/20/12 EST. NO.18 TIME 01:55 PM R.E. NAME: GILCHRIST,WILLIAM 12-071634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT CEM 4401 -10,000.00 14 RETURN DED CEM 4401 10,000.00 16 LATE CLOSURE REOPEN -78,200.00 17 0.00 -78,200.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 03 MISSING PAYROLLS 2,000.00 04 RESTITUTION CHKS REQ -5,000.00 07 RET DEDUC. PAYROLLS 5,000.00 10 UNDERPAY WAGES/MISCL -5,000.00 16 MISSING WORK CLASS -2,000.00 18 -2,000.00 -7,000.00 TOTAL DEDUCTIONS -2,000.00 -85,200.00 PROGRAM CAS145 PAGE 1 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-22-0.6/0.9 ----------------------- ATKINSON CONTRACTORS L P IN ORANGE COUNTY IN SEAL BEACH, 27422 PORTOLA PARKWAY STE 250 LONG BEACH AND LOS ALAMITOS ON FOOTHILL RANCH CA 92610 ROUTES 22, 405 AND 605 FED. AID NO. CMLN-6071(71) ,N-6071(71) RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.250 1,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 7,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,540.0000 3,251,200.00 31.000 78,740.00 526.000 1,336,040.00 004 TEMPORARY FENCE LF 6.5000 98,150.00 5,000.000 32,500.00 005 TEMPORARY SUPPORT LS 125,000.0000 125,000.00 0.000 0.00 006 TEMPORARY 18" DOWNDRAIN LF 40.0000 4,800.00 0.000 0.00 007 18" TEMPORARY CULVERT LF 36.0000 20,160.00 0.000 0.00 008 24" TEMPORARY CULVERT LF 38.0000 29,640.00 912.000 34,656.00 009 36" TEMPORARY CULVERT LF 54.0000 8,100.00 14.400 777.60 010 PLACE TEMPORARY HOT MIX ASPHALT DIKE LF 3.0000 1,050.00 0.000 0.00 011 TEMPORARY PIPE INLET LF 340.0000 12,580.00 0.000 0.00 012 TEMPORARY FLARED END SECTION EA 605.0000 2,420.00 4.000 2,420.00 013 TEMPORARY ROCK SLOPE PROTECTION TON 127.0000 254.00 0.000 0.00 014 TEMPORARY MINOR CONCRETE CY 720.0000 5,040.00 0.900 648.00 015 TEMPORARY STRUCTURAL CONCRETE (BOX CY 650.0000 6,500.00 0.000 0.00 CULVERT) 016 CONSTRUCTION SITE MANAGEMENT LS 110,000.0000 110,000.00 0.024 2,640.00 0.412 45,320.00 017 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.500 2,000.00 PREVENTION PLAN 018 TEMPORARY FIBER ROLL LF 3.0000 206,700.00 250.000 750.00 109,519.000 328,557.00 019 TEMPORARY CONSTRUCTION ENTRANCE EA 782.0000 56,304.00 9.000 7,038.00 020 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 5.000 2,500.00 (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 119.0000 83,300.00 3.000 357.00 35.000 4,165.00 022 STREET SWEEPING LS 95,000.0000 95,000.00 0.024 2,280.00 0.418 39,710.00 PROGRAM CAS145 PAGE 2 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT BIN EA 2,400.0000 180,000.00 3.000 7,200.00 23.000 55,200.00 024 TEMPORARY SOIL BINDER SQYD 0.0600 18,720.00 62,758.000 3,765.48 025 CONSTRUCTION AREA SIGNS LS 490,000.0000 490,000.00 0.010 4,900.00 0.268 131,320.00 026 TRAFFIC CONTROL SYSTEM LS 300,000.0000 1,300,000.00 0.024 31,200.00 0.408 530,400.00 027 TYPE II BARRICADE EA 500.0000 15,500.00 0.000 0.00 028 TYPE III BARRICADE EA 80.0000 2,160.00 5.000 400.00 029 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 22,220.00 2,940.000 6,468.00 030 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 70,400.00 3,645.000 729.00 135,178.000 27,035.60 031 CHANNELIZER (EMBEDDED) EA 90.0000 1,530.00 14.000 1,260.00 14.000 1,260.00 032 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 75,150.00 30.000 1,350.00 293.000 13,185.00 033 TEMPORARY PAVEMENT MARKER EA 2.6000 172,640.00 201.000 522.60 19,379.000 50,385.40 034 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,650.0000 13,200.00 2.000 3,300.00 035 TEMPORARY TERMINAL SECTION (TYPE K) MOD EA 1,770.0000 10,620.00 0.000 0.00 036 TEMPORARY RAILING (TYPE 60R) MOD EA 14,000.0000 56,000.00 0.000 0.00 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 184,000.0000 184,000.00 0.024 4,416.00 0.360 66,240.00 038 TEMPORARY RAILING (TYPE K) LF 6.0000 1,308,000.00 1,500.000 9,000.00 59,128.000 354,768.00 039 TEMPORARY CRASH CUSHION MODULE EA 95.0000 163,400.00 306.000 29,070.00 040 TEMPORARY TRAFFIC SCREEN LF 2.0000 195,200.00 -890.000 -1,780.00 19,150.000 38,300.00 041 TEMPORARY CURB RAMP DETECTABLE WARNING SQFT 12.0000 1,440.00 0.000 0.00 SURFACE 042 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 21,840.00 11,964.000 14,356.80 STRIPE (HAZARDOUS WASTE) 043 REMOVE CHAIN LINK FENCE LF 5.0000 23,700.00 228.000 1,140.00 2,274.000 11,370.00 044 REMOVE METAL BEAM GUARD RAILING LF 7.0000 66,080.00 5,717.500 40,022.50 045 REMOVE PAVEMENT MARKING SQFT 2.6000 2,002.00 2,214.000 5,756.40 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 115,600.00 121,045.000 48,418.00 047 REMOVE PAVEMENT MARKER EA 0.7000 12,180.00 7,586.000 5,310.20 048 REMOVE ROADSIDE SIGN EA 125.0000 11,875.00 0.000 0.00 049 REMOVE ROADSIDE SIGN EA 200.0000 5,200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 4,600.0000 78,200.00 10.000 46,000.00 051 REMOVE DRAINAGE FACILITY EA 725.0000 44,225.00 22.000 15,950.00 052 REMOVE CULVERT LF 17.0000 47,430.00 126.000 2,142.00 1,215.000 20,655.00 053 REMOVE SLOPE DRAIN EA 1,545.0000 4,635.00 1.000 1,545.00 054 REMOVE REINFORCED CONCRETE BOX CULVERT LF 17.0000 16,830.00 956.000 16,252.00 055 REMOVE RETAINING WALL SQFT 2.0000 18,120.00 7,040.800 14,081.60 056 REMOVE CONCRETE PAVEMENT SQYD 5.0000 203,500.00 1,954.000 9,770.00 16,770.940 83,854.70 057 ADJUST MANHOLE TO GRADE EA 3,315.0000 3,315.00 0.000 0.00 058 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0.00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 42,200.00 0.000 0.00 060 REMOVE CONCRETE (HEADWALL) CY 195.0000 3,510.00 25.250 4,923.75 061 REMOVE CONCRETE CURB LF 2.0000 12,400.00 1,417.470 2,834.94 062 REMOVE CONCRETE SIDEWALK SQFT 0.6500 3,289.00 0.000 0.00 063 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,080.00 798.700 16,772.70 064 REMOVE CONCRETE BARRIER LF 7.0000 128,800.00 5,058.300 35,408.10 065 REMOVE CONCRETE (DITCH) LF 7.2500 97,150.00 11,417.500 82,776.88 066 REMOVE CONCRETE (MISCELLANEOUS) SQFT 74.0000 5,624.00 0.000 0.00 067 REMOVE SOUND WALL SQFT 1.5000 58,950.00 33,348.290 50,022.44 068 REMOVE CRASH CUSHION (SAND FILLED) EA 2,940.0000 2,940.00 0.000 0.00 069 BRIDGE REMOVAL, LOCATION A LS 147,000.0000 147,000.00 0.000 0.00 070 BRIDGE REMOVAL, LOCATION B LS 137,000.0000 137,000.00 0.956 130,972.00 071 BRIDGE REMOVAL, LOCATION D LS 71,500.0000 71,500.00 0.000 0.00 072 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 0.000 0.00 073 BRIDGE REMOVAL (PORTION), LOCATION F LS 16,500.0000 16,500.00 0.000 0.00 074 BRIDGE REMOVAL (PORTION), LOCATION 10 LS 30,700.0000 30,700.00 1.000 30,700.00 075 CLEARING AND GRUBBING LS 650,000.0000 650,000.00 0.010 6,500.00 0.980 637,000.00 076 DEVELOP WATER SUPPLY LS 180,000.0000 180,000.00 0.372 66,960.00 PROGRAM CAS145 PAGE 4 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION CY 10.0000 3,560,000.00 3,112.000 31,120.00 274,038.700 2,740,387.00 078 ROADWAY EXCAVATION (TYPE Z-3) CY 253.0000 824,780.00 2,147.000 543,191.00 3,250.000 822,250.00 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-1) CY 6.6000 57,420.00 1,286.000 8,487.60 7,921.310 52,280.65 (AERIALLY DEPOSITED LEAD) 080 ROADWAY EXCAVATION (TYPE Y-2) CY 6.0000 16,320.00 460.000 2,760.00 (AERIALLY DEPOSITED LEAD) 081 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500.00 082 ADL BURIAL LOCATION REPORT LS 22,000.0000 22,000.00 0.650 14,300.00 083 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 1,009,980.00 3,670.000 132,120.00 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 16.0000 91,648.00 200.400 3,206.40 1,275.400 20,406.40 (F) 085 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 340,500.00 1,967.000 39,340.00 (F) 086 STRUCTURE BACKFILL (SLURRY CEMENT) CY 86.0000 16,340.00 76.800 6,604.80 136.800 11,764.80 (F) 087 BACKFILL (SLURRY CEMENT) CY 166.0000 8,466.00 0.000 0.00 088 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 91,962.00 875.000 11,375.00 (F) 089 PERVIOUS BACKFILL MATERIAL CY 65.0000 10,465.00 0.000 0.00 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 14,300.00 17.000 1,700.00 (F) WALL) 091 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 604,000.00 0.000 0.00 (F) (CLASS II) 092 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 112,000.00 0.000 0.00 (F) (CLASS IV) 093 DITCH EXCAVATION CY 11.0000 168,300.00 21,272.850 234,001.35 094 EARTH RETAINING STRUCTURE, LOCATION 3 SQFT 35.0000 528,500.00 14,975.000 524,125.00 15,100.000 528,500.00 (F) 095 EARTH RETAINING STRUCTURE, LOCATION 4 SQFT 42.0000 1,054,200.00 125.000 5,250.00 25,100.000 1,054,200.00 (F) 096 EARTH RETAINING STRUCTURE, LOCATION 5 SQFT 36.0000 621,000.00 17,250.000 621,000.00 (F) 097 EARTH RETAINING STRUCTURE, LOCATION 6 SQFT 46.0000 184,000.00 0.000 0.00 (F) 098 EARTH RETAINING STRUCTURE, LOCATION 7 SQFT 35.0000 313,250.00 8,950.000 313,250.00 (F) 099 PRECAST CONCRETE WALL SQFT 45.0000 663,750.00 0.000 0.00 (F) 100 IMPORTED BORROW CY 0.5000 74,500.00 91,635.120 45,817.56 101 HIGHWAY PLANTING LS 92,000.0000 92,000.00 1.000 92,000.00 102 ROCK BLANKET SQYD 59.0000 457,840.00 977.000 57,643.00 103 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0600 12,960.00 0.000 0.00 (SQFT) 105 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0400 49,600.00 0.000 0.00 106 TRANSPLANT PALM TREE LS 8,000.0000 8,000.00 0.900 7,200.00 107 MAINTAIN EXISTING PLANTED AREAS LS 172,000.0000 172,000.00 0.024 4,128.00 0.432 74,304.00 108 PLANT ESTABLISHMENT WORK LS 53,000.0000 53,000.00 0.000 0.00 109 MAINTAIN EXISTING IRRIGATION FACILITIES LS 80,000.0000 80,000.00 0.010 800.00 0.140 11,200.00 110 IRRIGATION SYSTEM LS 195,000.0000 195,000.00 0.672 131,040.00 111 12" CORRUGATED HIGH DENSITY LF 70.0000 82,600.00 0.000 0.00 (F) POLYETHYLENE PIPE CONDUIT 112 EXTEND 6" CONDUIT LF 225.0000 4,500.00 20.000 4,500.00 (F) 113 EXTEND 10" CONDUIT LF 97.0000 13,580.00 140.000 13,580.00 (F) 114 CLASS 2 AGGREGATE SUBBASE CY 20.0000 44,600.00 114.000 2,280.00 809.000 16,180.00 115 CLASS 2 AGGREGATE BASE CY 20.0000 410,000.00 3,833.500 76,670.00 116 CLASS 3 AGGREGATE BASE CY 20.0000 95,000.00 5,750.000 115,000.00 117 LEAN CONCRETE BASE RAPID SETTING CY 585.0000 12,870.00 0.000 0.00 118 HOT MIX ASPHALT TON 66.0000 6,732,000.00 2,326.460 153,546.36 35,307.100 2,330,268.60 119 HOT MIX ASPHALT (OPEN GRADED) TON 77.5000 45,725.00 0.000 0.00 120 PAVEMENT REINFORCING FABRIC SQYD 2.8500 2,964.00 804.000 2,291.40 804.000 2,291.40 121 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 122 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 960.00 678.000 2,034.00 123 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 8,880.00 0.000 0.00 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 18,870.00 171.000 513.00 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 26,130.00 3,114.000 9,342.00 126 PLACE HOT MIX ASPHALT SQYD 17.0000 4,760.00 0.000 0.00 (MISCELLANEOUS AREA) 127 TACK COAT TON 600.0000 28,200.00 0.000 0.00 128 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 4,912,500.00 2,128.290 266,036.25 14,009.810 1,751,226.25 129 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 66,000.00 0.000 0.00 130 CONCRETE PAVEMENT (RAMP TERMINI RAPID CY 545.0000 25,070.00 0.000 0.00 STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL PAVEMENT JOINT LF 1.4500 218,950.00 79,483.000 115,250.35 132 SEAL ISOLATION JOINT LF 6.3000 192,150.00 17,092.000 107,679.60 133 FURNISH 48" STEEL PIPE PILING LF 380.0000 1,040,820.00 0.000 0.00 134 DRIVE 48" STEEL PIPE PILE EA 24,000.0000 576,000.00 0.000 0.00 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 26.0000 35,776.00 869.000 22,594.00 136 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 22.0000 59,114.00 1,200.000 26,400.00 137 FURNISH PILING (CLASS 200) LF 45.0000 3,533,670.00 12,312.000 554,040.00 (ALTERNATIVE W) 138 DRIVE PILE (CLASS 200) EA 1,300.0000 1,761,500.00 213.000 276,900.00 (ALTERNATIVE W) 139 FURNISH PILING (CLASS 200) LF 21.0000 1,043,910.00 6,077.000 127,617.00 (ALTERNATIVE X) 140 DRIVE PILE (CLASS 200)(ALTERNATIVE X) EA 1,300.0000 1,144,000.00 109.000 141,700.00 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 31.0000 264,740.00 2,842.500 88,117.50 PILING (SOUND WALL) 142 24" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 23,520.00 1,775.250 49,707.00 PILING (SOUND WALL) 143 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 2,100,000.00 0.143 300,300.00 144 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 130.0000 1,018,810.00 956.400 124,332.00 (F) 145 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 16,516,000.00 4,250.000 2,125,000.00 (F) 146 STRUCTURAL CONCRETE, RETAINING WALL CY 320.0000 704,000.00 50.200 16,064.00 340.200 108,864.00 (F) 147 STRUCTURAL CONCRETE, BARRIER SLAB CY 340.0000 750,380.00 1,261.000 428,740.00 (F) 148 STRUCTURAL CONCRETE, APPROACH SLAB CY 520.0000 411,840.00 95.000 49,400.00 (F) (TYPE N) 149 STRUCTURAL CONCRETE, BOX CULVERT CY 720.0000 1,232,640.00 1,573.980 1,133,265.60 (F) 150 CLASS 1 CONCRETE (BIXBY CHANNEL) CY 280.0000 711,480.00 2,557.100 715,988.00 (F) 151 MINOR CONCRETE (MINOR STRUCTURE) CY 770.0000 906,290.00 32.000 24,640.00 783.160 603,033.20 (F) 152 MINOR CONCRETE (SOUND WALL) CY 235.0000 109,510.00 311.750 73,261.25 (F) 153 FRACTURED RIB TEXTURE SQFT 10.0000 256,920.00 3,750.000 37,500.00 (F) 154 SLATE TEXTURE SQFT 91.0000 7,280.00 0.000 0.00 (F) 155 DRILL AND BOND DOWEL LF 30.0000 2,250.00 9.000 270.00 156 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 28.0000 952.00 34.000 952.00 157 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 1,247,484.00 59,454.000 713,448.00 (F) PROGRAM CAS145 PAGE 7 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 PTFE BEARING EA 4,100.0000 73,800.00 8.000 32,800.00 159 PTFE SPHERICAL BEARING EA 8,140.0000 122,100.00 0.000 0.00 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 360.0000 15,120.00 0.000 0.00 161 JOINT SEAL ASSEMBLY (MR 3") LF 360.0000 68,040.00 0.000 0.00 162 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 360.0000 52,920.00 0.000 0.00 163 JOINT SEAL ASSEMBLY (MR 5") LF 755.0000 31,710.00 42.000 31,710.00 164 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 755.0000 44,545.00 0.000 0.00 165 JOINT SEAL ASSEMBLY (MR 6") LF 755.0000 76,255.00 42.000 31,710.00 166 JOINT SEAL (MR 2") LF 120.0000 7,200.00 0.000 0.00 167 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,115.0000 65,785.00 0.000 0.00 168 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 1,745.0000 102,955.00 0.000 0.00 169 JOINT SEAL ASSEMBLY (MR 13") LF 2,080.0000 122,720.00 0.000 0.00 170 BAR REINFORCING STEEL (BRIDGE) LB 0.6200 6,603,558.00 1,277,000.000 791,740.00 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 214,038.75 40,400.000 30,300.00 (F) 172 BAR REINFORCING STEEL (SOUND WALL) LB 0.9300 48,732.00 56,524.500 52,567.79 (F) 173 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6400 161,280.00 252,000.000 161,280.00 (F) 174 BAR REINFORCING STEEL (CHANNEL) LB 0.8600 234,663.90 274,723.000 236,261.78 (F) 175 HEADED BAR REINFORCEMENT EA 7.0000 209,769.00 1,990.000 13,930.00 (F) 176 FURNISH SIGN STRUCTURE (TRUSS) LB 2.1500 1,376,344.00 22,390.000 48,138.50 (F) 177 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 160,040.00 22,390.000 5,597.50 (F) 178 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.0000 69,280.00 200.000 1,600.00 179 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 2,250.00 0.000 0.00 180 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 4,650.00 0.000 0.00 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 5,340.00 0.000 0.00 (0.063"-UNFRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.5000 3,965.00 0.000 0.00 (0.080"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,040.00 0.000 0.00 (0.063"-FRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,550.00 0.000 0.00 (0.080"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 63,000.00 0.000 0.00 (SIGN FOUNDATION) 186 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 765.0000 489,600.00 97.800 74,817.00 199.880 152,908.20 (SIGN FOUNDATION) 187 METAL (SOUND WALL MOUNTED SIGN) LB 15.0000 8,400.00 0.000 0.00 188 METAL (RAIL MOUNTED SIGN) LB 11.0000 16,830.00 0.000 0.00 189 ROADSIDE SIGN - ONE POST EA 485.0000 29,100.00 4.000 1,940.00 4.000 1,940.00 190 ROADSIDE SIGN - TWO POST EA 1,200.0000 15,600.00 1.000 1,200.00 1.000 1,200.00 191 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 7,175.00 4.000 700.00 4.000 700.00 METHOD) 192 INSTALL ROADSIDE SIGN EA 4,500.0000 18,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 193 FIELD LEAKAGE TESTING LF 20.0000 33,000.00 899.000 17,980.00 194 2" PLASTIC PIPE LF 2.0000 4,162.00 0.000 0.00 (F) 195 3" PLASTIC PIPE LF 2.0000 6,912.00 0.000 0.00 (F) 196 4" PLASTIC PIPE LF 3.0000 11,427.00 0.000 0.00 (F) 197 18" REINFORCED CONCRETE PIPE LF 56.0000 115,920.00 84.000 4,704.00 494.000 27,664.00 198 24" REINFORCED CONCRETE PIPE LF 67.0000 558,110.00 246.000 16,482.00 4,673.500 313,124.50 199 36" REINFORCED CONCRETE PIPE LF 103.0000 32,960.00 308.000 31,724.00 200 48" REINFORCED CONCRETE PIPE LF 345.0000 10,350.00 27.000 9,315.00 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 202 DRAINAGE INLET MARKER EA 250.0000 750.00 0.000 0.00 203 GRATED LINE DRAIN LF 95.0000 195,700.00 410.000 38,950.00 204 12" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 24,960.00 30.000 3,900.00 205 24" WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 40,770.00 0.000 0.00 206 36" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 21,280.00 0.000 0.00 207 16" WELDED STEEL PIPE (0.375" WALL LF 69.0000 11,040.00 134.000 9,246.00 THICKNESS) 208 24" WELDED STEEL PIPE (0.375" WALL LF 173.0000 6,055.00 0.000 0.00 THICKNESS) 209 18" ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 0.000 0.00 210 24" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 2.000 1,300.00 211 ROCK SLOPE PROTECTION TON 245.0000 9,800.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE (DITCH LINING) CY 300.0000 417,000.00 1,127.560 338,268.00 213 SLOPE PAVING (CONCRETE) CY 375.0000 29,625.00 0.000 0.00 (F) 214 SLOPE PAVING (CONCRETE)(RIVER COBBLE) CY 465.0000 70,215.00 0.000 0.00 (F) 215 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 20,875.00 14,706.000 36,765.00 216 MINOR CONCRETE (CURB,GUTTER,SIDEWALK,BUS CY 300.0000 150,000.00 12.000 3,600.00 12.000 3,600.00 PAD,ROCK BLANKET AND ANCHOR BLOCK) 217 MISCELLANEOUS IRON AND STEEL LB 1.5000 187,257.00 16,452.000 24,678.00 (F) 218 ISOLATION CASING LB 3.0000 149,100.00 0.000 0.00 (F) 219 MISCELLANEOUS METAL LB 17.0000 42,925.00 0.000 0.00 (F) (RESTRAINER - CABLE TYPE) 220 MISCELLANEOUS METAL (BRIDGE) LB 6.5000 14,430.00 0.000 0.00 (F) 221 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 200,640.00 5,900.000 35,400.00 (F) 222 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 39,750.00 430.000 6,450.00 223 12' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 8,500.00 0.000 0.00 224 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0.00 225 METAL BEAM GUARD RAILING (WOOD POST) LF 19.5000 362,700.00 3,900.000 76,050.00 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 1,680.00 0.000 0.00 227 CHAIN LINK RAILING (TYPE 7) LF 54.5000 68,779.00 0.000 0.00 (F) 228 TUBULAR HANDRAILING LF 44.0000 47,696.00 0.000 0.00 (F) 229 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 126.0000 293,832.00 0.000 0.00 (F) 230 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 10,200.00 0.000 0.00 (WOOD POST) 231 CABLE RAILING LF 20.0000 1,800.00 0.000 0.00 (F) 232 TRANSITION RAILING (TYPE WB) EA 2,800.0000 42,000.00 2.000 5,600.00 233 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 18,200.00 0.000 0.00 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,125.0000 9,375.00 0.000 0.00 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 69,750.00 2.000 4,500.00 236 CRASH CUSHION (REACT 9SCBS) EA 48,200.0000 192,800.00 1.000 48,200.00 237 CONCRETE BARRIER (TYPE 60) LF 54.0000 427,680.00 977.000 52,758.00 238 CONCRETE BARRIER (TYPE 60C) LF 72.0000 46,800.00 146.000 10,512.00 PROGRAM CAS145 PAGE 10 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60D) LF 228.0000 4,104.00 0.000 0.00 240 CONCRETE BARRIER (TYPE 60G) LF 47.0000 438,980.00 0.000 0.00 241 CONCRETE BARRIER (TYPE 60GA) LF 45.0000 133,290.00 0.000 0.00 (F) 242 CONCRETE BARRIER (TYPE 60GC) LF 74.0000 24,420.00 0.000 0.00 243 CONCRETE BARRIER (TYPE 60S) LF 58.0000 61,480.00 0.000 0.00 244 CONCRETE BARRIER (TYPE 60R) LF 195.0000 473,850.00 0.000 0.00 245 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 60.0000 73,200.00 0.000 0.00 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 976,950.00 4,541.000 295,165.00 (F) 247 CONCRETE BARRIER (TYPE 736B) LF 138.0000 41,400.00 0.000 0.00 248 CONCRETE BARRIER (TYPE 736SV) LF 108.0000 306,180.00 359.000 38,772.00 (F) 249 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 51,000.00 0.000 0.00 250 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,982.00 0.000 0.00 251 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 20,560.00 0.000 0.00 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 0.000 0.00 (BROKEN 12-3) 253 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 11,766.00 0.000 0.00 254 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 260.00 0.000 0.00 (BROKEN 6-1) 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 42,300.00 0.000 0.00 (BROKEN 36-12) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,746.00 0.000 0.00 (BROKEN 17-7) 257 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,312.00 0.000 0.00 (BROKEN 36-12) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 8,180.00 0.000 0.00 259 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,000.00 396.000 396.00 260 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 37,800.00 625.000 1,875.00 261 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,800.0000 4,800.00 0.500 2,400.00 SYSTEM ELEMENTS DURING CONSTRUCTION 262 LIGHTING LS 62,500.0000 62,500.00 0.000 0.00 263 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 0.000 0.00 264 LIGHTING (TUNNEL) LS 25,100.0000 25,100.00 0.000 0.00 265 TEMPORARY LIGHTING LS 412,000.0000 412,000.00 0.011 4,532.00 0.242 99,704.00 PROGRAM CAS145 PAGE 11 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 5.0000 1,000,005.00 0.019 19,000.10 0.237 237,001.19 267 ELECTRIC SERVICE (IRRIGATION) LS 19,000.0000 19,000.00 0.333 6,327.00 268 MODIFY TRAFFIC MONITORING STATION LS 64,500.0000 64,500.00 0.006 387.00 0.402 25,929.00 (LOCATION 1) 269 MODIFY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.002 88.00 (LOCATION 2) 270 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 45,600.0000 45,600.00 0.322 14,683.20 (LOCATION 3) 271 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 84,000.0000 84,000.00 0.160 13,440.00 0.258 21,672.00 (LOCATION 4) 272 MODIFY TRAFFIC MONITORING STATIONDRAIN LS 30,500.0000 30,500.00 0.000 0.00 (LOCATION 5) 273 MODIFY TRAFFIC MONITORING STATION LS 41,500.0000 41,500.00 0.007 290.50 (LOCATION 6) 274 MODIFY TRAFFIC MONITORING STATION LS 54,000.0000 54,000.00 0.000 0.00 (LOCATION 7) 275 MODIFY TRAFFIC MONITORING STATION LS 34,500.0000 34,500.00 0.373 12,868.50 (LOCATION 8) 276 TEMPORARY TRAFFIC MONITORING STATION LS 42,500.0000 42,500.00 0.039 1,657.50 0.601 25,542.50 (LOCATION 1) 277 TEMPORARY TRAFFIC MONITORING STATION LS 48,500.0000 48,500.00 0.301 14,598.50 (LOCATION 2) 278 TEMPORARY TRAFFIC MONITORING STATION LS 49,000.0000 49,000.00 0.016 784.00 0.376 18,424.00 (LOCATION 3) 279 TEMPORARY TRAFFIC MONITORING STATION LS 73,900.0000 73,900.00 0.011 812.90 0.183 13,523.70 (LOCATION 4) 280 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.066 2,904.00 (LOCATION 5) 281 TEMPORARY TRAFFIC MONITORING STATION LS 45,800.0000 45,800.00 0.274 12,549.20 (LOCATION 6) 282 TEMPORARY TRAFFIC MONITORING STATION LS 49,500.0000 49,500.00 0.038 1,881.00 0.255 12,622.50 (LOCATION 7) 283 TEMPORARY TRAFFIC MONITORING STATION LS 35,900.0000 35,900.00 0.042 1,507.80 0.386 13,857.40 (LOCATION 8) 284 TRAFFIC MONITORING STATION LS 24,900.0000 24,900.00 0.012 298.80 0.338 8,416.20 285 TEMPORARY CLOSED CIRCUIT TELEVISION LS 449,000.0000 449,000.00 0.032 14,368.00 0.511 229,439.00 SYSTEM 286 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 43,700.0000 43,700.00 0.000 0.00 287 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 29,000.0000 29,000.00 0.000 0.00 288 TEMPORARY RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 (LOCATION 1) 289 TEMPORARY RAMP METERING SYSTEMER LS 115,000.0000 115,000.00 0.038 4,370.00 0.038 4,370.00 (LOCATION 2) 290 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 0.000 0.00 291 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,500.0000 40,500.00 0.000 0.00 292 TEMPORARY SIGNAL AND LIGHTING LS 139,000.0000 139,000.00 0.157 21,823.00 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 TEMPORARY SIGNAL AND LIGHTING LS 56,000.0000 56,000.00 0.060 3,360.00 (LOCATION 2) 294 COMMUNICATION SYSTEM LS 0.0000 1,000,000.00 0.009 9,000.00 0.429 429,000.00 295 SYSTEM TESTING AND DOCUMENTATION LS 24,000.0000 24,000.00 0.000 0.00 296 TRAINING LS 9,000.0000 9,000.00 0.000 0.00 297 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 298 12" BITUMINOUS COATED CORRUGATED STEEL LF 330.0000 4,620.00 24.000 7,920.00 PIPE (.079" THICK) PROGRAM CAS145 PAGE 13 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 01:55 PM ESTIMATE NO. 18 BID OPENING 07/01/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,930,369.51 28,070,066.26 ADJUSTMENT OF COMPENSATION 4,711.38 1,027,941.59 EXTRA WORK 54,084.69 1,193,240.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,989,165.58 30,291,248.56 299 MOBILIZATION LS 450,000.0000 9,450,000.00 0.950 8,977,500.00 ORIGINAL CONTRACT AMOUNT 102,046,344.65 TOTAL WORK COMPLETED 1,989,165.58 39,268,748.56 MATERIALS ON HAND ON SITE 4,564,878.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -85,200.00 TOTAL 1,987,165.58 43,748,427.01 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 11/05/10 1643 12/30/10 12/30/10 07/18/15 526 13 0 0 37% 32% PROGRESS IS SATISFACTORY GILCHRIST,WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/12