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 10/21/13 EST. NO.34 TIME 08:46 AM 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 0420 634.54 E.W. @ F.A.(+) 071113 N 1298.0 0421 634.54 071213 N 1299.0 0422 357.19 072513 N 1300.0 0424 364.21 071513 N 1302.0 0429 364.21 071613 N 1303.0 0430 634.54 071813 N 1304.0 0437 354.65 080913 N 1336.0 0438 207.60 081413 N 1337.0 0439 709.29 081613 N 1338.0 0440 354.65 080813 N 1339.0 0441 354.65 081513 N 1340.0 007 0022 515.72 E.W. @ F.A.(+) 070813 N 1309.0 012 0032 900.00 E.W. @ F.A.(+) 092213 N 1415.0 019 0007 281,775.37 A.C. @ U.P.(+) 082213 N 1331.0 025 0084 1,194.96 E.W. @ F.A.(+) 062113 N 1272.0 0085 837.92 071013 N 1310.0 028 0046 1,856.39 E.W. @ F.A.(+) 041813 N 1149.1 031 0007 15,774.66 A.C. @ L.S.(+) 101613 N 00 0 0008 -3,112.78 A.C. @ L.S.(-) 101613 N 000000 072 0022 802.10 E.W. @ F.A.(+) 061413 N 1275.0 0023 46.64 062413 N 1255.1 0026 1,581.12 062413 N 1254.4 0028 1,581.12 062513 N 1256.4 0029 1,346.12 062613 N 1257.3 0030 60.78 062613 N 1257.4 119 0005 2,032.88 E.W. @ F.A.(+) 070213 N 1316.0 123 0001 8,758.06 A.C. @ L.S.(+) 081913 N 000000 0002 31,212.22 101613 N 000 0 126 0007 2,394.23 E.W. @ F.A.(+) 071813 N 1319.0 0009 2,586.11 071913 N 1321.0 0010 1,010.00 072413 N 1322.0 0011 1,010.00 072313 N 1323.0 0012 946.00 031113 N 1121.1 0014 1,091.73 072213 N 1350.0 136 0001 338.29 E.W. @ F.A.(+) 051713 N 1260.0 0007 25,161.55 A.C. @ L.S.(+) 101613 N 0 0 0008 56,826.54 E.W. @ L.S.(+) 101613 N 00 0 0010 6,007.77 A.C. @ L.S.(+) 101613 N 0000 0 0011 2,508.00 E.W. @ U.P (+) 101613 N 000000 0012 407.00 E.W. @ L.S.(+) 101613 N 000000 0013 27,193.52 A.C. @ U.P.(+) 101613 N 1 0 479,614.09 TOTAL THIS ESTIMATE 5,404,600.45 TOTAL PREVIOUS ESTIMATE 5,884,214.54 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 10/21/13 EST. NO.34 TIME 08:46 AM 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 SOLID WASTE SUBMIT 10,000.00 26 0.00 -68,200.00 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 CORRECTED PAYROLLS 2,000.00 19 APPRENTICE WORKING -5,000.00 20 UNDERPAYMENT SUNDAYS -5,000.00 20 RET DED APPRNT WORKG 5,000.00 23 RET DED UNDERPAYWAGE 5,000.00 23 UNDERPAYMENT SUNDAYS 5,000.00 26 0.00 0.00 LIQUIDATED DAMAGES LATE CLOSURE/OPENING -66,400.00 22 0.00 -66,400.00 TOTAL DEDUCTIONS 0.00 -134,600.00 PROGRAM CAS145 PAGE 1 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 LOCATION 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.500 3,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 7,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,540.0000 3,251,200.00 30.000 76,200.00 986.000 2,504,440 004 TEMPORARY FENCE LF 6.5000 98,150.00 5,350.000 34,775 005 TEMPORARY SUPPORT LS 125,000.0000 125,000.00 0.900 112,500 006 TEMPORARY 18" DOWNDRAIN LF 40.0000 4,800.00 0.000 0 007 18" TEMPORARY CULVERT LF 36.0000 20,160.00 0.000 0 008 24" TEMPORARY CULVERT LF 38.0000 29,640.00 912.000 34,656 009 36" TEMPORARY CULVERT LF 54.0000 8,100.00 14.400 777 010 PLACE TEMPORARY HOT MIX ASPHALT DIKE LF 3.0000 1,050.00 0.000 0 011 TEMPORARY PIPE INLET LF 340.0000 12,580.00 0.000 0 012 TEMPORARY FLARED END SECTION EA 605.0000 2,420.00 4.000 2,420 013 TEMPORARY ROCK SLOPE PROTECTION TON 127.0000 254.00 0.000 0 014 TEMPORARY MINOR CONCRETE CY 720.0000 5,040.00 0.900 648 015 TEMPORARY STRUCTURAL CONCRETE (BOX CY 650.0000 6,500.00 0.000 0 CULVERT) 016 CONSTRUCTION SITE MANAGEMENT LS 110,000.0000 110,000.00 0.024 2,640.00 0.796 87,560 017 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.500 2,000 PREVENTION PLAN 018 TEMPORARY FIBER ROLL LF 3.0000 206,700.00 2,363.000 7,089.00 124,537.000 373,611 019 TEMPORARY CONSTRUCTION ENTRANCE EA 782.0000 56,304.00 2.000 1,564.00 15.000 11,730 020 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 8.000 4,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 119.0000 83,300.00 81.000 9,639 022 STREET SWEEPING LS 95,000.0000 95,000.00 0.048 4,560.00 0.802 76,190 PROGRAM CAS145 PAGE 2 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT BIN EA 2,400.0000 180,000.00 3.000 7,200.00 61.000 146,400 024 TEMPORARY SOIL BINDER SQYD 0.0600 18,720.00 88,736.000 5,324 025 CONSTRUCTION AREA SIGNS LS 490,000.0000 490,000.00 0.024 11,760.00 0.620 303,800 026 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 0.024 31,200.00 0.768 998,400 027 TYPE II BARRICADE EA 500.0000 15,500.00 0.000 0 028 TYPE III BARRICADE EA 80.0000 2,160.00 5.000 400 029 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2000 22,220.00 186.000 409.20 12,327.000 27,119 030 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 70,400.00 2,501.000 500.20 575,758.000 115,151 031 CHANNELIZER (EMBEDDED) EA 90.0000 1,530.00 14.000 1,260 032 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 75,150.00 1,018.000 45,810 033 TEMPORARY PAVEMENT MARKER EA 2.6000 172,640.00 58.000 150.80 45,575.000 118,495 034 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,650.0000 13,200.00 6.000 9,900 035 TEMPORARY TERMINAL SECTION (TYPE K) MOD EA 1,770.0000 10,620.00 0.000 0 036 TEMPORARY RAILING (TYPE 60R) MOD EA 14,000.0000 56,000.00 2.000 28,000 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 184,000.0000 184,000.00 0.024 4,416.00 0.744 136,896 038 TEMPORARY RAILING (TYPE K) LF 6.0000 1,308,000.00 3,009.000 18,054.00 133,678.000 802,068 039 TEMPORARY CRASH CUSHION MODULE EA 95.0000 163,400.00 14.000 1,330.00 774.000 73,530 040 TEMPORARY TRAFFIC SCREEN LF 2.0000 195,200.00 2,100.000 4,200.00 35,430.000 70,860 041 TEMPORARY CURB RAMP DETECTABLE WARNING SQFT 12.0000 1,440.00 0.000 0 SURFACE 042 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 21,840.00 11,964.000 14,356 STRIPE (HAZARDOUS WASTE) 043 REMOVE CHAIN LINK FENCE LF 5.0000 23,700.00 4,704.000 23,520 044 REMOVE METAL BEAM GUARD RAILING LF 7.0000 66,080.00 8,144.500 57,011 045 REMOVE PAVEMENT MARKING SQFT 2.6000 2,002.00 3,266.000 8,491 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 115,600.00 167,749.000 67,099 047 REMOVE PAVEMENT MARKER EA 0.7000 12,180.00 11,409.000 7,986 048 REMOVE ROADSIDE SIGN EA 125.0000 11,875.00 4.000 500 049 REMOVE ROADSIDE SIGN EA 200.0000 5,200.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 4,600.0000 78,200.00 12.000 55,200 051 REMOVE DRAINAGE FACILITY EA 725.0000 44,225.00 3.000 2,175.00 36.000 26,100 052 REMOVE CULVERT LF 17.0000 47,430.00 1,460.000 24,820 053 REMOVE SLOPE DRAIN EA 1,545.0000 4,635.00 1.000 1,545 054 REMOVE REINFORCED CONCRETE BOX CULVERT LF 17.0000 16,830.00 2,018.000 34,306 055 REMOVE RETAINING WALL SQFT 2.0000 18,120.00 7,040.800 14,081 056 REMOVE CONCRETE PAVEMENT SQYD 5.0000 203,500.00 186.000 930.00 43,000.940 215,004 057 ADJUST MANHOLE TO GRADE EA 3,315.0000 3,315.00 1.000 3,315 058 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 42,200.00 4,215.000 42,150 060 REMOVE CONCRETE (HEADWALL) CY 195.0000 3,510.00 26.250 5,118 061 REMOVE CONCRETE CURB LF 2.0000 12,400.00 932.000 1,864.00 5,191.470 10,382 062 REMOVE CONCRETE SIDEWALK SQFT 0.6500 3,289.00 5,979.000 3,886 063 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,080.00 798.700 16,772 064 REMOVE CONCRETE BARRIER LF 7.0000 128,800.00 396.000 2,772.00 7,006.300 49,044 065 REMOVE CONCRETE (DITCH) LF 7.2500 97,150.00 476.000 3,451.00 13,761.500 99,770 066 REMOVE CONCRETE (MISCELLANEOUS) SQFT 74.0000 5,624.00 42.000 3,108 067 REMOVE SOUND WALL SQFT 1.5000 58,950.00 35,748.290 53,622 068 REMOVE CRASH CUSHION (SAND FILLED) EA 2,940.0000 2,940.00 1.000 2,940 069 BRIDGE REMOVAL, LOCATION A LS 147,000.0000 147,000.00 0.525 77,175.00 0.990 145,530 070 BRIDGE REMOVAL, LOCATION B LS 137,000.0000 137,000.00 0.956 130,972 071 BRIDGE REMOVAL, LOCATION D LS 71,500.0000 71,500.00 1.000 71,500 072 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 0.000 0 073 BRIDGE REMOVAL (PORTION), LOCATION F LS 16,500.0000 16,500.00 1.000 16,500 074 BRIDGE REMOVAL (PORTION), LOCATION 10 LS 30,700.0000 30,700.00 1.000 30,700 075 CLEARING AND GRUBBING LS 650,000.0000 650,000.00 1.000 650,000 076 DEVELOP WATER SUPPLY LS 180,000.0000 180,000.00 0.024 4,320.00 0.756 136,080 PROGRAM CAS145 PAGE 4 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION CY 10.0000 3,560,000.00 8,581.060 85,810.60 449,849.863 4,498,498 078 ROADWAY EXCAVATION (TYPE Z-3) CY 253.0000 824,780.00 3,273.000 828,069 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-1) CY 6.6000 57,420.00 8,035.310 53,033 (AERIALLY DEPOSITED LEAD) 080 ROADWAY EXCAVATION (TYPE Y-2) CY 6.0000 16,320.00 460.000 2,760 (AERIALLY DEPOSITED LEAD) 081 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500 082 ADL BURIAL LOCATION REPORT LS 22,000.0000 22,000.00 0.650 14,300 083 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 1,009,980.00 262.000 9,432.00 21,284.390 766,238 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 16.0000 91,648.00 4,501.330 72,021 (F) 085 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 340,500.00 925.000 18,500.00 12,349.200 246,984 (F) 086 STRUCTURE BACKFILL (SLURRY CEMENT) CY 86.0000 16,340.00 136.800 11,764 (F) 087 BACKFILL (SLURRY CEMENT) CY 166.0000 8,466.00 5.870 974 088 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 91,962.00 5,620.000 73,060 (F) 089 PERVIOUS BACKFILL MATERIAL CY 65.0000 10,465.00 161.000 10,465 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 14,300.00 139.000 13,900 (F) WALL) 091 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 604,000.00 0.000 0 (F) (CLASS II) 092 LIGHTWEIGHT FILL (CELLULAR CONCRETE) CY 40.0000 112,000.00 0.000 0 (F) (CLASS IV) 093 DITCH EXCAVATION CY 11.0000 168,300.00 22,437.050 246,807 094 EARTH RETAINING STRUCTURE, LOCATION 3 SQFT 35.0000 528,500.00 15,100.000 528,500 (F) 095 EARTH RETAINING STRUCTURE, LOCATION 4 SQFT 42.0000 1,054,200.00 25,100.000 1,054,200 (F) 096 EARTH RETAINING STRUCTURE, LOCATION 5 SQFT 36.0000 621,000.00 17,250.000 621,000 (F) 097 EARTH RETAINING STRUCTURE, LOCATION 6 SQFT 46.0000 184,000.00 2,000.000 92,000.00 4,000.000 184,000 (F) 098 EARTH RETAINING STRUCTURE, LOCATION 7 SQFT 35.0000 313,250.00 8,950.000 313,250 (F) 099 PRECAST CONCRETE WALL SQFT 45.0000 663,750.00 0.000 0 (F) 100 IMPORTED BORROW CY 0.5000 74,500.00 4,190.000 2,095.00 143,928.120 71,964 101 HIGHWAY PLANTING LS 92,000.0000 92,000.00 1.000 92,000 102 ROCK BLANKET SQYD 59.0000 457,840.00 4,040.000 238,360 103 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,500.00 4.000 2,000 PROGRAM CAS145 PAGE 5 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0600 12,960.00 10,440.000 626 (SQFT) 105 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0400 49,600.00 417,815.000 16,712 106 TRANSPLANT PALM TREE LS 8,000.0000 8,000.00 0.900 7,200 107 MAINTAIN EXISTING PLANTED AREAS LS 172,000.0000 172,000.00 0.024 4,128.00 0.774 133,128 108 PLANT ESTABLISHMENT WORK LS 53,000.0000 53,000.00 0.000 0 109 MAINTAIN EXISTING IRRIGATION FACILITIES LS 80,000.0000 80,000.00 0.024 1,920.00 0.748 59,840 110 IRRIGATION SYSTEM LS 195,000.0000 195,000.00 0.672 131,040 111 12" CORRUGATED HIGH DENSITY LF 70.0000 82,600.00 342.000 23,940 (F) POLYETHYLENE PIPE CONDUIT 112 EXTEND 6" CONDUIT LF 225.0000 4,500.00 20.000 4,500 (F) 113 EXTEND 10" CONDUIT LF 97.0000 13,580.00 140.000 13,580 (F) 114 CLASS 2 AGGREGATE SUBBASE CY 20.0000 44,600.00 3,302.200 66,044 115 CLASS 2 AGGREGATE BASE CY 20.0000 410,000.00 705.000 14,100.00 15,334.500 306,690 116 CLASS 3 AGGREGATE BASE CY 20.0000 95,000.00 6,772.000 135,440 117 LEAN CONCRETE BASE RAPID SETTING CY 585.0000 12,870.00 21.000 12,285 118 HOT MIX ASPHALT TON 66.0000 6,732,000.00 2,906.030 191,797.98 79,743.780 5,263,089 119 HOT MIX ASPHALT (OPEN GRADED) TON 77.5000 45,725.00 116.000 8,990 120 PAVEMENT REINFORCING FABRIC SQYD 2.8500 2,964.00 1,034.000 2,946 121 DATA CORE LS 10,000.0000 10,000.00 0.000 0 122 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 960.00 215.000 645.00 330.000 990 123 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 8,880.00 762.000 2,286.00 2,540.000 7,620 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 18,870.00 1,083.000 3,249.00 2,845.000 8,535 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 26,130.00 915.000 2,745.00 5,630.000 16,890 126 PLACE HOT MIX ASPHALT SQYD 17.0000 4,760.00 0.000 0 (MISCELLANEOUS AREA) 127 TACK COAT TON 600.0000 28,200.00 15.930 9,558 128 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 4,912,500.00 1,182.000 147,750.00 28,666.460 3,583,307 129 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 66,000.00 292.000 64,240 130 CONCRETE PAVEMENT (RAMP TERMINI RAPID CY 545.0000 25,070.00 44.000 23,980 STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL PAVEMENT JOINT LF 1.4500 218,950.00 100,746.250 146,082 132 SEAL ISOLATION JOINT LF 6.3000 192,150.00 19,731.000 124,305 133 FURNISH 48" STEEL PIPE PILING LF 380.0000 1,040,820.00 264.000 100,320.00 1,653.000 628,140 134 DRIVE 48" STEEL PIPE PILE EA 24,000.0000 576,000.00 12.000 288,000 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 26.0000 35,776.00 1,292.000 33,592 136 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 22.0000 59,114.00 2,317.000 50,974 137 FURNISH PILING (CLASS 200) LF 45.0000 3,533,670.00 79,569.620 3,580,632 (ALTERNATIVE W) 138 DRIVE PILE (CLASS 200) EA 1,300.0000 1,761,500.00 1,135.000 1,475,500 (ALTERNATIVE W) 139 FURNISH PILING (CLASS 200) LF 21.0000 1,043,910.00 33,337.380 700,084 (ALTERNATIVE X) 140 DRIVE PILE (CLASS 200)(ALTERNATIVE X) EA 1,300.0000 1,144,000.00 666.000 865,800 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 31.0000 264,740.00 8,716.500 270,211 PILING (SOUND WALL) 142 24" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 23,520.00 843.250 23,611 PILING (SOUND WALL) 143 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2,100,000.0000 2,100,000.00 0.019 39,900.00 0.347 728,700 144 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 130.0000 1,018,810.00 5,876.480 763,942 (F) 145 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 16,516,000.00 2,012.500 1,006,250.00 14,537.300 7,268,650 (F) 146 STRUCTURAL CONCRETE, RETAINING WALL CY 320.0000 704,000.00 1,863.200 596,224 (F) 147 STRUCTURAL CONCRETE, BARRIER SLAB CY 340.0000 750,380.00 1,741.000 591,940 (F) 148 STRUCTURAL CONCRETE, APPROACH SLAB CY 520.0000 411,840.00 33.500 17,420.00 365.000 189,800 (F) (TYPE N) 149 STRUCTURAL CONCRETE, BOX CULVERT CY 720.0000 1,232,640.00 1,732.800 1,247,616 (F) 150 CLASS 1 CONCRETE (BIXBY CHANNEL) CY 280.0000 711,480.00 2,557.100 715,988 (F) 151 MINOR CONCRETE (MINOR STRUCTURE) CY 770.0000 906,290.00 8.750 6,737.50 924.560 711,911 (F) 152 MINOR CONCRETE (SOUND WALL) CY 235.0000 109,510.00 45.910 10,788.85 482.000 113,270 (F) 153 FRACTURED RIB TEXTURE SQFT 10.0000 256,920.00 21,059.900 210,599 (F) 154 SLATE TEXTURE SQFT 91.0000 7,280.00 80.000 7,280 (F) 155 DRILL AND BOND DOWEL LF 30.0000 2,250.00 134.000 4,020 156 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 28.0000 952.00 34.000 952 157 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 1,247,484.00 104,664.000 1,255,968 (F) PROGRAM CAS145 PAGE 7 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PTFE BEARING EA 4,100.0000 73,800.00 13.000 53,300 159 PTFE SPHERICAL BEARING EA 8,140.0000 122,100.00 0.000 0 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 360.0000 15,120.00 0.000 0 161 JOINT SEAL ASSEMBLY (MR 3") LF 360.0000 68,040.00 73.500 26,460 162 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 360.0000 52,920.00 73.500 26,460 163 JOINT SEAL ASSEMBLY (MR 5") LF 755.0000 31,710.00 42.000 31,710 164 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 755.0000 44,545.00 0.000 0 165 JOINT SEAL ASSEMBLY (MR 6") LF 755.0000 76,255.00 42.000 31,710 166 JOINT SEAL (MR 2") LF 120.0000 7,200.00 60.000 7,200.00 60.000 7,200 167 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,115.0000 65,785.00 0.000 0 168 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 1,745.0000 102,955.00 0.000 0 169 JOINT SEAL ASSEMBLY (MR 13") LF 2,080.0000 122,720.00 0.000 0 170 BAR REINFORCING STEEL (BRIDGE) LB 0.6200 6,603,558.00 318,677.000 197,579.74 4,789,196.000 2,969,301 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 214,038.75 239,834.300 179,875 (F) 172 BAR REINFORCING STEEL (SOUND WALL) LB 0.9300 48,732.00 57,650.000 53,614 (F) 173 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6400 161,280.00 252,000.000 161,280 (F) 174 BAR REINFORCING STEEL (CHANNEL) LB 0.8600 234,663.90 274,723.000 236,261 (F) 175 HEADED BAR REINFORCEMENT EA 7.0000 209,769.00 116.000 812.00 15,720.000 110,040 (F) 176 FURNISH SIGN STRUCTURE (TRUSS) LB 2.1500 1,376,344.00 60,370.000 129,795 (F) 177 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 160,040.00 60,370.000 15,092 (F) 178 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.0000 69,280.00 618.340 4,946 179 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 2,250.00 0.000 0 180 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 4,650.00 0.000 0 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 5,340.00 0.000 0 (0.063"-UNFRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.5000 3,965.00 0.000 0 (0.080"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,040.00 0.000 0 (0.063"-FRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,550.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 63,000.00 39.400 17,730 (SIGN FOUNDATION) 186 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 765.0000 489,600.00 78.250 59,861.25 331.430 253,543 (SIGN FOUNDATION) 187 METAL (SOUND WALL MOUNTED SIGN) LB 15.0000 8,400.00 0.000 0 188 METAL (RAIL MOUNTED SIGN) LB 11.0000 16,830.00 0.000 0 189 ROADSIDE SIGN - ONE POST EA 485.0000 29,100.00 4.000 1,940 190 ROADSIDE SIGN - TWO POST EA 1,200.0000 15,600.00 1.000 1,200 191 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 7,175.00 4.000 700 METHOD) 192 INSTALL ROADSIDE SIGN EA 4,500.0000 18,000.00 0.000 0 (LAMINATED WOOD BOX POST) 193 FIELD LEAKAGE TESTING LF 20.0000 33,000.00 899.000 17,980 194 2" PLASTIC PIPE LF 2.0000 4,162.00 0.000 0 (F) 195 3" PLASTIC PIPE LF 2.0000 6,912.00 3,456.000 6,912 (F) 196 4" PLASTIC PIPE LF 3.0000 11,427.00 1,904.500 5,713 (F) 197 18" REINFORCED CONCRETE PIPE LF 56.0000 115,920.00 137.000 7,672.00 959.000 53,704 198 24" REINFORCED CONCRETE PIPE LF 67.0000 558,110.00 38.000 2,546.00 6,092.500 408,197 199 36" REINFORCED CONCRETE PIPE LF 103.0000 32,960.00 308.000 31,724 200 48" REINFORCED CONCRETE PIPE LF 345.0000 10,350.00 27.000 9,315 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 DRAINAGE INLET MARKER EA 250.0000 750.00 0.000 0 203 GRATED LINE DRAIN LF 95.0000 195,700.00 533.000 50,635 204 12" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 24,960.00 30.000 3,900 205 24" WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 40,770.00 201.500 27,202 206 36" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 21,280.00 0.000 0 207 16" WELDED STEEL PIPE (0.375" WALL LF 69.0000 11,040.00 138.000 9,522 THICKNESS) 208 24" WELDED STEEL PIPE (0.375" WALL LF 173.0000 6,055.00 0.000 0 THICKNESS) 209 18" ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 0.000 0 210 24" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 2.000 1,300 211 ROCK SLOPE PROTECTION TON 245.0000 9,800.00 135.930 33,302 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE (DITCH LINING) CY 300.0000 417,000.00 1,308.100 392,430 213 SLOPE PAVING (CONCRETE) CY 375.0000 29,625.00 0.000 0 (F) 214 SLOPE PAVING (CONCRETE)(RIVER COBBLE) CY 465.0000 70,215.00 0.000 0 (F) 215 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 20,875.00 14,706.000 36,765 216 MINOR CONCRETE (CURB,GUTTER,SIDEWALK,BUS CY 300.0000 150,000.00 20.000 6,000.00 276.640 82,992 PAD,ROCK BLANKET AND ANCHOR BLOCK) 217 MISCELLANEOUS IRON AND STEEL LB 1.5000 187,257.00 18,132.000 27,198 (F) 218 ISOLATION CASING LB 3.0000 149,100.00 43,737.600 131,212 (F) 219 MISCELLANEOUS METAL LB 17.0000 42,925.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 220 MISCELLANEOUS METAL (BRIDGE) LB 6.5000 14,430.00 0.000 0 (F) 221 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 200,640.00 2,600.000 15,600.00 13,574.000 81,444 (F) 222 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 39,750.00 2,688.000 40,320 223 12' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 8,500.00 0.000 0 224 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0 225 METAL BEAM GUARD RAILING (WOOD POST) LF 19.5000 362,700.00 9,864.000 192,348 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 1,680.00 0.000 0 227 CHAIN LINK RAILING (TYPE 7) LF 54.5000 68,779.00 552.500 30,111 (F) 228 TUBULAR HANDRAILING LF 44.0000 47,696.00 1,084.000 47,696 (F) 229 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 126.0000 293,832.00 1,658.000 208,908 (F) 230 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 10,200.00 0.000 0 (WOOD POST) 231 CABLE RAILING LF 20.0000 1,800.00 0.000 0 (F) 232 TRANSITION RAILING (TYPE WB) EA 2,800.0000 42,000.00 4.000 11,200 233 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 18,200.00 12.000 7,800 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,125.0000 9,375.00 0.000 0 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 69,750.00 16.000 36,000 236 CRASH CUSHION (REACT 9SCBS) EA 48,200.0000 192,800.00 1.000 48,200 237 CONCRETE BARRIER (TYPE 60) LF 54.0000 427,680.00 977.000 52,758 238 CONCRETE BARRIER (TYPE 60C) LF 72.0000 46,800.00 202.000 14,544 PROGRAM CAS145 PAGE 10 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60D) LF 228.0000 4,104.00 83.000 18,924 240 CONCRETE BARRIER (TYPE 60G) LF 47.0000 438,980.00 370.000 17,390 241 CONCRETE BARRIER (TYPE 60GA) LF 45.0000 133,290.00 0.000 0 (F) 242 CONCRETE BARRIER (TYPE 60GC) LF 74.0000 24,420.00 0.000 0 243 CONCRETE BARRIER (TYPE 60S) LF 58.0000 61,480.00 0.000 0 244 CONCRETE BARRIER (TYPE 60R) LF 195.0000 473,850.00 37.000 7,215 245 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 60.0000 73,200.00 0.000 0 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 976,950.00 1,063.000 69,095.00 6,704.000 435,760 (F) 247 CONCRETE BARRIER (TYPE 736B) LF 138.0000 41,400.00 0.000 0 248 CONCRETE BARRIER (TYPE 736SV) LF 108.0000 306,180.00 2,835.000 306,180 (F) 249 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 51,000.00 0.000 0 250 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,982.00 0.000 0 251 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 20,560.00 0.000 0 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,920.00 0.000 0 (BROKEN 12-3) 253 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 11,766.00 0.000 0 254 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 260.00 0.000 0 (BROKEN 6-1) 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 42,300.00 0.000 0 (BROKEN 36-12) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,746.00 0.000 0 (BROKEN 17-7) 257 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,312.00 0.000 0 (BROKEN 36-12) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 8,180.00 0.000 0 259 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,000.00 396.000 396 260 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 37,800.00 625.000 1,875 261 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,800.0000 4,800.00 0.500 2,400 SYSTEM ELEMENTS DURING CONSTRUCTION 262 LIGHTING LS 62,500.0000 62,500.00 0.010 625.00 0.352 22,000 263 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 0.573 41,256 264 LIGHTING (TUNNEL) LS 25,100.0000 25,100.00 0.496 12,449.60 0.746 18,724 265 TEMPORARY LIGHTING LS 412,000.0000 412,000.00 0.024 9,888.00 0.553 227,836 PROGRAM CAS145 PAGE 11 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 1,000,005.0000 1,000,005.00 0.013 13,000.07 0.627 627,003 267 ELECTRIC SERVICE (IRRIGATION) LS 19,000.0000 19,000.00 0.046 874.00 0.531 10,089 268 MODIFY TRAFFIC MONITORING STATION LS 64,500.0000 64,500.00 0.410 26,445 (LOCATION 1) 269 MODIFY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.410 18,040 (LOCATION 2) 270 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 45,600.0000 45,600.00 0.490 22,344 (LOCATION 3) 271 MODIFY TRAFFIC MONITORING STATIONTYPE S) LS 84,000.0000 84,000.00 0.637 53,508 (LOCATION 4) 272 MODIFY TRAFFIC MONITORING STATIONDRAIN LS 30,500.0000 30,500.00 0.284 8,662 (LOCATION 5) 273 MODIFY TRAFFIC MONITORING STATION LS 41,500.0000 41,500.00 0.138 5,727.00 0.636 26,394 (LOCATION 6) 274 MODIFY TRAFFIC MONITORING STATION LS 54,000.0000 54,000.00 0.141 7,614 (LOCATION 7) 275 MODIFY TRAFFIC MONITORING STATION LS 34,500.0000 34,500.00 0.415 14,317 (LOCATION 8) 276 TEMPORARY TRAFFIC MONITORING STATION LS 42,500.0000 42,500.00 0.682 28,985 (LOCATION 1) 277 TEMPORARY TRAFFIC MONITORING STATION LS 48,500.0000 48,500.00 0.434 21,049 (LOCATION 2) 278 TEMPORARY TRAFFIC MONITORING STATION LS 49,000.0000 49,000.00 0.376 18,424 (LOCATION 3) 279 TEMPORARY TRAFFIC MONITORING STATION LS 73,900.0000 73,900.00 0.511 37,762 (LOCATION 4) 280 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.066 2,904 (LOCATION 5) 281 TEMPORARY TRAFFIC MONITORING STATION LS 45,800.0000 45,800.00 0.274 12,549 (LOCATION 6) 282 TEMPORARY TRAFFIC MONITORING STATION LS 49,500.0000 49,500.00 0.269 13,315 (LOCATION 7) 283 TEMPORARY TRAFFIC MONITORING STATION LS 35,900.0000 35,900.00 0.386 13,857 (LOCATION 8) 284 TRAFFIC MONITORING STATION LS 24,900.0000 24,900.00 0.338 8,416 285 TEMPORARY CLOSED CIRCUIT TELEVISION LS 449,000.0000 449,000.00 0.613 275,237 SYSTEM 286 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 43,700.0000 43,700.00 0.123 5,375.10 0.123 5,375 287 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 29,000.0000 29,000.00 0.000 0 288 TEMPORARY RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.633 50,640 (LOCATION 1) 289 TEMPORARY RAMP METERING SYSTEMER LS 115,000.0000 115,000.00 0.022 2,530.00 0.523 60,145 (LOCATION 2) 290 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 0.131 22,270 291 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,500.0000 40,500.00 0.124 5,022 292 TEMPORARY SIGNAL AND LIGHTING LS 139,000.0000 139,000.00 0.803 111,617 (LOCATION 1) PROGRAM CAS145 PAGE 12 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 TEMPORARY SIGNAL AND LIGHTING LS 56,000.0000 56,000.00 0.085 4,760.00 0.786 44,016 (LOCATION 2) 294 COMMUNICATION SYSTEM LS 1,000,000.0000 1,000,000.00 0.678 678,000 295 SYSTEM TESTING AND DOCUMENTATION LS 24,000.0000 24,000.00 0.000 0 296 TRAINING LS 9,000.0000 9,000.00 0.000 0 297 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 298 12" BITUMINOUS COATED CORRUGATED STEEL LF 330.0000 4,620.00 27.000 8,910 PIPE (.079" THICK) PROGRAM CAS145 PAGE 13 DATE 10/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071634 TIME 08:46 AM ESTIMATE NO. 34 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 10/20/13 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 10/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,443,429.89 60,356,760.21 ADJUSTMENT OF COMPENSATION 392,770.37 3,240,790.49 EXTRA WORK 86,843.72 2,643,424.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,923,043.98 66,240,974.75 299 MOBILIZATION LS 9,450,000.0000 9,450,000.00 1.000 9,450,000 ORIGINAL CONTRACT AMOUNT 102,046,344.65 TOTAL WORK COMPLETED 2,923,043.98 75,690,974.75 MATERIALS ON HAND ON SITE 2,670,596.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -134,600.00 TOTAL 2,923,043.98 78,226,971.53 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 10/27/14 986 39 79 0 68% 57% PROGRESS IS SATISFACTORY GILCHRIST,WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/13