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 11/20/12 EST. NO.37 TIME 10:04 AM R.E. NAME: DARNALL, MARK 02-378904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0026 725.00 E.W. @ F.A.(+) 110512 N 111650 004 0034 586.58 E.W. @ F.A.(+) 110912 N 111640 011 0024 1,100.00 E.W. @ F.A.(+) 111512 N 111610 017 0068 8,633.63 E.W. @ F.A.(+) 111512 N 111620 023 0005 2,530.00 E.W. @ F.A.(+) 111512 N 111630 13,575.21 TOTAL THIS ESTIMATE 882,362.79 TOTAL PREVIOUS ESTIMATE 895,938.00 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 11/20/12 EST. NO.37 TIME 10:04 AM R.E. NAME: DARNALL, MARK 02-378904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE VIOLATION OF 5/1 -295,449.00 08 VIOLOATION OF 5/1/01 -125,140.72 09 VIOLATION OF 5-1.01 -183,178.80 10 RETURN VIOLAT 5/1/01 112,737.02 11 VIOLATION OF 5-1.01 -46,448.08 12 RTN PARTIAL 5-1.01 176,637.11 13 RETURN PARTIA 5-1.01 34,284.38 14 VIOLATION OF 5-1.01 -5,498.44 15 RETURN VIO OF 5-1.01 2,284.38 16 RETURN 5-1.01 DEDUCT 329,772.15 17 RESTAKING CHARGES -3,550.00 35 0.00 -3,550.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 1/10 -5,000.00 03 RETURN 1/10 DEDUCT 5,000.00 06 PER 07/10 LTR -10,000.00 08 RET 07/10 DEDUCT 10,000.00 09 PER LTR DATED 10/10 -1,000.00 11 PER LTR DATED 11/10 -10,000.00 12 RETURN DUDUCT 10/10 1,000.00 12 PER LTR DATED 1/11 -10,000.00 15 PER LTR DATED 2/11 -5,000.00 16 RETURN DEDUCT 11/10 10,000.00 16 PER LTR DATED 3/11 -2,000.00 18 RETURN DEDUCT 1/11 10,000.00 18 PER LTR DATED 5/11 -2,000.00 19 PER LTR DATED 4/11 -5,000.00 19 RETURN DEDUCT 2/11 5,000.00 19 PER LTR DATED 8/11 -10,000.00 22 RETURN DEDUCT 3/11 2,000.00 22 PER LTR DATED 10/11 -10,000.00 24 PER LTR DATED 11/11 -3,000.00 25 PER LTR DATED 4/12 -10,000.00 30 PER LTR DATED 7/12 -10,000.00 33 RETURN DEDUCT 4/11 5,000.00 33 RETURN DEDUCT 5/11 2,000.00 33 PER LTR DATED 8/12 -3,000.00 34 PER LTR DATED 9/12 -1,000.00 35 RETURN DEDUCT 7/12 10,000.00 35 PER LTR DATED 11/12 -10,000.00 37 -10,000.00 -47,000.00 TOTAL DEDUCTIONS -10,000.00 -50,550.00 PROGRAM CAS145 PAGE 1 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 LOCATION PROGRESS ESTIMATE 02-SHA-5-R39.5/R40.8 ----------------- TUTOR SALIBA CORPORATION IN SHASTA COUNTY NEAR LAKEHEAD FROM 15901 OLDEN STREET 0.3 KM NORTH OF ANTLER SUMMIT SYLMAR CA 91342 OVERCROSSING TO 0.5 KM NORTH OF ANTLER UNDERPASS FED. AID NO. ACBR-058(337)N ,NH-058(337)N BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,750.00 1.000 250 003 TIME-RELATED OVERHEAD WDAY 8,500.0000 11,050,000.00 21.000 178,500.00 731.000 6,213,500 004 TEMPORARY FENCE (TYPE ESA) M 16.0000 34,560.00 1,466.330 23,461 005 TEMPORARY INLET EA 2,600.0000 5,200.00 4.000 10,400 006 600 MM TEMPORARY CULVERT M 375.0000 48,750.00 140.600 52,725 007 1050 MM TEMPORARY CULVERT M 1,600.0000 4,800.00 0.000 0 008 TEMPORARY ACTIVE TREATMENT SYSTEM LS 510,000.0000 510,000.00 0.750 382,500 009 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.016 80.00 0.562 2,810 010 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.007 24.50 0.725 2,537 PREVENTION PLAN 011 TEMPORARY FIBER ROLL M 13.0000 38,220.00 2,627.920 34,162 012 TEMPORARY SILT FENCE M 38.0000 51,300.00 4,339.320 164,894 013 TEMPORARY GRAVEL BAG BERM M 48.0000 31,680.00 1,666.290 79,981 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 40,000.00 5.000 10,000 015 TEMPORARY COVER M2 2.3500 49,350.00 479.600 1,127.06 19,133.400 44,963 016 TEMPORARY CHECK DAM M 51.0000 15,810.00 20.600 1,050.60 474.900 24,219 017 MOVE-IN/MOVE-OUT EA 1,000.0000 15,000.00 7.000 7,000 (TEMPORARY EROSION CONTROL) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 18,500.00 11.000 5,500 019 TEMPORARY HYDRAULIC MULCH M2 1.2000 65,880.00 57,809.000 69,370 (POLYMER STABILIZED FIBER MATRIX) 020 STREET SWEEPING LS 247,000.0000 247,000.00 0.016 3,952.00 0.562 138,814 021 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.016 480.00 0.562 16,860 022 TEMPORARY SOIL BINDER M2 0.1200 21,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.082 4,100 024 TRAFFIC CONTROL SYSTEM LS 480,000.0000 480,000.00 0.016 7,680.00 0.562 269,760 025 TRAFFIC CONTROL SURVEILLANCE WDAY 1,150.0000 207,000.00 0.000 0 026 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 3,055.00 1.950 126 027 TEMPORARY PAVEMENT MARKING (TAPE) M2 86.0000 1,032.00 0.000 0 028 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.4000 84,480.00 996.700 2,392 029 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 15,400.00 0.000 0 030 TEMPORARY CHANNEL MARKING LS 70,000.0000 70,000.00 0.900 63,000 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 276,000.0000 276,000.00 0.016 4,416.00 0.562 155,112 032 PORTABLE RADAR TRAILER LS 65,000.0000 65,000.00 0.004 260 033 TEMPORARY RAILING (TYPE K) M 71.0000 581,490.00 1,569.660 111,445 034 TEMPORARY CRASH CUSHION MODULE EA 318.0000 41,340.00 28.000 8,904 035 ABANDON CULVERT EA 6,200.0000 62,000.00 0.000 0 036 REMOVE CHAIN LINK FENCE M 22.0000 12,320.00 480.600 10,573 037 REMOVE METAL BEAM GUARD RAILING M 30.0000 18,300.00 0.000 0 038 REMOVE YELLOW TRAFFIC STRIPE M 5.0000 13,200.00 0.000 0 039 REMOVE WHITE TRAFFIC STRIPE M 5.0000 73,500.00 71.600 358 040 REMOVE PAVEMENT MARKING M2 32.0000 1,504.00 0.000 0 041 REMOVE PAVEMENT MARKER EA 1.0000 270.00 61.000 61 042 REMOVE ROADSIDE SIGN EA 450.0000 7,650.00 7.000 3,150 043 REMOVE ROADSIDE SIGN PANEL EA 500.0000 1,000.00 0.000 0 044 REMOVE OVERSIDE DRAIN EA 1,600.0000 6,400.00 1.000 1,600 045 REMOVE CULVERT EA 1,860.0000 24,180.00 0.000 0 046 REMOVE INLET EA 1,700.0000 34,000.00 1.000 1,700 047 REMOVE STANDPIPE EA 1,300.0000 2,600.00 1.000 1,300 048 ADJUST INLET EA 1,600.0000 6,400.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 66,010.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 62.0000 114,080.00 0.000 0 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.0000 92,000.00 0.000 0 052 SOFFIT OPENING HATCH EA 29,000.0000 116,000.00 0.000 0 053 CAP INLET EA 1,400.0000 9,800.00 1.000 1,400 054 REMOVE CRASH CUSHION EA 450.0000 450.00 0.000 0 055 BRIDGE REMOVAL (SUPERSTRUCTURE) LS 2,500,000.0000 2,500,000.00 0.000 0 056 BRIDGE REMOVAL (SUBSTRUCTURE) LS 1,000,000.0000 1,000,000.00 0.000 0 057 CLEARING AND GRUBBING LS 277,000.0000 277,000.00 0.950 263,150 058 ROADWAY EXCAVATION M3 48.0000 11,424,000.00 193,326.000 9,279,648 059 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.000 0 060 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 61,800.00 2,113.500 63,405 (F) 061 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 10,000.00 100.000 10,000 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 20,550.00 235.620 11,781 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 78.0000 79,560.00 183.000 14,274 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 23,852.00 95.840 6,421 (F) 065 PREPARE HOLE EA 130.0000 28,600.00 0.000 0 066 ROCK AND OTHER SURFACE STAINING M2 30.0000 80,100.00 0.000 0 067 SOIL MANAGEMENT PLAN LS 10,000.0000 10,000.00 1.000 10,000 068 MULCH M2 5.0000 75,500.00 0.000 0 069 EROSION CONTROL (TYPE D1) M2 3.0000 321,000.00 7,596.000 22,788 070 EROSION CONTROL (TYPE D2) M2 3.0000 54,000.00 11,298.000 33,894 071 FIBER ROLLS M 10.0000 61,700.00 0.000 0 072 COMPOST, INCORPORATE M2 6.7000 716,900.00 4,669.900 31,288 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 5.000 5,000 074 200 MM CORRUGATED HIGH DENSITY M 89.0000 10,680.00 0.000 0 POLYETHYLENE PIPE CONDUIT 075 CLASS 2 AGGREGATE BASE M3 68.0000 992,800.00 3,889.500 264,486 076 CEMENT TREATED PERMEABLE BASE M3 86.0000 382,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TONN 82.0000 2,492,800.00 0.000 0 078 SHOULDER RUMBLE STRIP STA 1,640.0000 45,920.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 079 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 40.0000 24,800.00 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 50.0000 2,300.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 50.0000 8,000.00 0.000 0 082 PLACE HOT MIX ASPHALT M2 26.0000 988.00 0.000 0 (MISCELLANEOUS AREA) 083 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 20,850.00 152.600 11,445 084 DRIVE STEEL PILE (HP 250 X 62) EA 3,200.0000 121,600.00 22.000 70,400 085 37XX MM PERMANENT STEEL CASING M 45,000.0000 6,165,000.00 74.600 3,357,000 086 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,050.0000 1,737,450.00 429.000 1,737,450 PILING 087 3700 MM CAST-IN-DRILLED-HOLE CONCRETE M 42,500.0000 5,822,500.00 18.500 786,250.00 73.600 3,128,000 PILING 088 3500 MM CAST-IN-DRILLED-HOLE CONCRETE M 22,000.0000 4,268,000.00 9.100 200,200.00 94.364 2,076,008 PILING (ROCK SOCKET) 089 AQUATIC SOUND ATTENUATION SYSTEM LS 1.0000 1.00 0.000 0 090 LOAD TEST PILE LS 7,000,000.0000 7,000,000.00 1.000 7,000,000 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 5,400,000.0000 5,400,000.00 0.040 216,000 (SEGMENTAL & PIER TABLE TENDONS) 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 450,000.0000 450,000.00 0.016 7,200.00 0.080 36,000 (TRANSVERSE DECK TENDONS) 093 PRESTRESSING CAST-IN-PLACE CONCRETE LS 70,000.0000 70,000.00 0.030 2,100.00 0.280 19,600 (HIGH STRENGTH BARS-EPOXY COATED) 094 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 355,000.00 355.000 355,000 (F) 095 STRUCTURAL CONCRETE, BRIDGE M3 1,144.0000 3,523,520.00 173.200 198,140.80 772.200 883,396 (F) 096 STRUCTURAL CONCRETE, BRIDGE (PIERS 2.5) M3 990.0000 1,326,600.00 1,308.500 1,295,415 (F) BOX GIRDER (134') 097 STRUCTURAL CONCRETE, BRIDGE (PIERS 3,4) M3 1,138.0000 3,800,920.00 579.000 658,902 (F) 098 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 19,700,000.00 116.200 116,200.00 1,372.200 1,372,200 (F) (SEGMENTAL BOX GIRDER) 099 STRUCTURAL CONCRETE, RETAINING WALL M3 1,300.0000 179,400.00 100.680 130,884 (F) 100 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 147,000.00 0.000 0 (F) (TYPE N MODIFIED) 101 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 154,800.00 2.790 8,370 (F) 102 PERMEABLE MATERIAL (SAND TRAP) M3 700.0000 2,100.00 0.000 0 103 FILTER FABRIC (SAND TRAP) M2 10.0000 220.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ARCHITECTURAL TEXTURE (BASS RELIEF) M2 440.0000 233,200.00 0.000 0 (F) 105 ARCHITECTURAL TEXTURE (DRY STACK) M2 255.0000 96,645.00 301.230 76,813 (F) 106 PRECAST CONCRETE BAT HOUSE EA 8,000.0000 128,000.00 0.000 0 107 FURNISH POLYESTER CONCRETE OVERLAY M3 2,785.0000 1,030,450.00 0.000 0 108 PLACE POLYESTER CONCRETE OVERLAY M2 15.0000 276,000.00 0.000 0 109 PTFE SPHERICAL BEARING EA 29,000.0000 232,000.00 6.400 185,600 110 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,000.0000 315,000.00 0.000 0 111 BAR REINFORCING STEEL (BRIDGE) KG 1.2600 2,104,200.00 12,637.000 15,922.62 607,346.000 765,255 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 16,434.00 6,847.000 11,297 (F) 113 BAR REINFORCING STEEL, BRIDGE KG 1.3900 3,579,250.00 14,979.000 20,820.81 136,465.000 189,686 (F) (SUPERSTRUCTURE) 114 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0200 3,217,860.00 18,758.000 37,891.16 78,880.000 159,337 (F) (BRIDGE) 115 HEADED BAR REINFORCEMENT EA 36.0000 330,840.00 4,388.000 157,968 (F) 116 FURNISH LAMINATED PANEL SIGN M2 170.0000 10,880.00 0.000 0 (63.5 MM-TYPE B) 117 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 600.00 2.370 237 (1.6 MM-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 550.00 4.460 490 (2.0 MM-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 900.00 0.000 0 (1.6 MM-FRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 2,720.00 0.000 0 (2.0 MM-FRAMED) 121 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0 122 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0 123 INSTALL ROADSIDE SIGN EA 1,700.0000 10,200.00 0.000 0 (LAMINATED WOOD BOX POST) 124 WORK AREA MONITORING LS 20,000.0000 20,000.00 0.000 0 125 PREPARE AND PAINT CONCRETE M2 75.0000 28,425.00 0.000 0 126 450 MM ALTERNATIVE PIPE CULVERT M 600.0000 1,800.00 0.000 0 127 600 MM ALTERNATIVE PIPE CULVERT M 400.0000 216,000.00 152.735 61,094 128 750 MM ALTERNATIVE PIPE CULVERT M 900.0000 153,000.00 51.250 46,125 129 900 MM ALTERNATIVE PIPE CULVERT M 460.0000 26,220.00 0.000 0 130 1050 MM ALTERNATIVE PIPE CULVERT M 600.0000 14,400.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 200 MM PERFORATED PLASTIC M 100.0000 237,000.00 543.940 54,394 PIPE UNDERDRAIN 132 80 MM PLASTIC PIPE (EDGE DRAIN) M 43.0000 73,100.00 0.000 0 133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 94.0000 15,040.00 86.910 8,169 134 600 MM DOWNDRAIN SLIP JOINT EA 425.0000 1,275.00 0.000 0 135 750 MM DOWNDRAIN SLIP JOINT EA 520.0000 520.00 0.000 0 136 600 MM ANCHOR ASSEMBLY EA 475.0000 11,400.00 0.000 0 137 750 MM ANCHOR ASSEMBLY EA 500.0000 2,500.00 0.000 0 138 CABLE ANCHORAGE SYSTEM M 143.0000 21,450.00 0.000 0 139 600 MM ALTERNATIVE PIPE DOWNDRAIN M 206.0000 24,720.00 0.000 0 140 750 MM ALTERNATIVE PIPE DOWNDRAIN M 340.0000 7,820.00 0.000 0 141 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 13,200.00 1.800 2,160 (2.01 MM THICK) 142 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 18,600.00 0.000 0 143 600 MM ALTERNATIVE FLARED END SECTION EA 140.0000 420.00 0.000 0 144 900 MM DEBRIS RACK CAGE (H = 1.8 M) KG 100.0000 12,640.00 31.600 3,160 (F) 145 ROCK SLOPE PROTECTION (75MM, METHOD B) M3 148.0000 26,640.00 89.000 13,172 146 ROCK MASONRY ENERGY DISSIPATOR EA 10,000.0000 10,000.00 0.500 5,000 147 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 143.0000 34,320.00 15.750 2,252 148 ROCK SLOPE PROTECTION M3 600.0000 840.00 0.000 0 (BACKING NO. 2, METHOD B) 149 ROCK SLOPE PROTECTION FABRIC M2 8.0000 4,400.00 40.920 327 150 MISCELLANEOUS IRON AND STEEL KG 7.0000 36,610.00 0.000 0 (F) 151 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 412,800.00 0.000 0 (F) 152 BRIDGE DECK DRAINAGE SYSTEM KG 22.0000 24,200.00 0.000 0 (F) 153 STEEL WORK PLATFORM EA 23,000.0000 184,000.00 0.000 0 (F) 154 CHAIN LINK FENCE (TYPE CL-2.4) M 60.0000 147,000.00 884.850 53,091 155 ONE WAY DEER GATE EA 3,500.0000 14,000.00 0.000 0 156 5.5 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,100.0000 2,200.00 0.000 0 157 DELINEATOR (BARRIER MOUNTED) EA 15.0000 2,250.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DELINEATOR (CLASS 2) EA 65.0000 2,340.00 0.000 0 159 MILEPOST MARKER EA 70.0000 700.00 0.000 0 160 UNDERDRAIN MARKER EA 25.0000 600.00 0.000 0 161 MARKER (CULVERT) EA 60.0000 1,380.00 0.000 0 162 OBJECT MARKER (TYPE L-1) EA 57.0000 171.00 0.000 0 163 METAL BEAM GUARD RAILING M 100.0000 18,000.00 0.000 0 164 VEGETATION CONTROL (MINOR CONCRETE) M2 52.0000 25,480.00 0.000 0 165 CABLE RAILING M 264.0000 4,488.00 0.000 0 166 TRANSITION RAILING (TYPE WB) EA 4,500.0000 13,500.00 0.000 0 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 0.000 0 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 169 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 16,800.00 0.000 0 170 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0 171 CONCRETE BARRIER (TYPE 60) M 277.0000 310,240.00 0.000 0 172 CONCRETE BARRIER (TYPE 60A) M 277.0000 169,524.00 0.000 0 (F) 173 CONCRETE BARRIER (TYPE 60C) M 305.0000 106,750.00 0.000 0 174 CONCRETE BARRIER (TYPE 60D) M 288.0000 7,776.00 0.000 0 175 CONCRETE BARRIER (TYPE 60E) M 326.0000 15,648.00 0.000 0 176 CALIFORNIA ST-20S BRIDGE RAILING M 1,000.0000 1,226,000.00 0.000 0 (F) 177 100 MM TWO-COMPONENT PAINT M 7.0000 105,700.00 0.000 0 TRAFFIC STRIPE 178 200 MM TWO-COMPONENT PAINT M 15.0000 2,700.00 0.000 0 TRAFFIC STRIPE 179 100 MM TWO COMPONENT PAINT STRIPE M 7.0000 77,000.00 0.000 0 (BROKEN 10.98-3.66) 180 TWO-COMPONENT PAINT PAVEMENT MARKING M2 500.0000 6,000.00 0.000 0 181 PAVEMENT MARKER EA 7.0000 8,260.00 0.000 0 (RETROREFLECTIVE-RECESSED) 182 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 49,000.0000 49,000.00 0.250 12,250 SYSTEM ELEMENTS DURING CONSTRUCTION 183 LIGHTING LS 250,000.0000 250,000.00 0.000 0 184 CRANE, HOIST AND LIGHTING LS 1,650,000.0000 1,650,000.00 0.001 1,650 ASSEMBLY SYSTEM PROGRAM CAS145 PAGE 8 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 HIGHWAY ADVISORY RADIO SYSTEM LS 65,000.0000 65,000.00 0.000 0 186 TEMPORARY SOLAR FLASHING BEACON SYSTEM LS 30,000.0000 30,000.00 0.966 28,980 187 INDUCTIVE LOOP DETECTOR LS 10,000.0000 10,000.00 0.000 0 188 POWER AND TELEPHONE SERVICE LS 35,000.0000 35,000.00 0.000 0 189 SEISMIC MONITORING SYSTEM LS 250,000.0000 250,000.00 0.001 250 190 COMMUNICATION CONDUIT (BRIDGE) M 100.0000 250,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378904 TIME 10:04 AM ESTIMATE NO. 37 BID OPENING 08/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,582,035.55 42,135,162.17 ADJUSTMENT OF COMPENSATION 0.00 9,157.60 EXTRA WORK 13,575.21 886,780.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,595,610.76 43,031,100.17 191 MOBILIZATION LS 10,736,352.0000 10,736,352.00 0.950 10,199,534 ORIGINAL CONTRACT AMOUNT 124,677,700.00 TOTAL WORK COMPLETED 1,595,610.76 53,230,634.57 MATERIALS ON HAND ON SITE 2,811,094.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -50,550.00 TOTAL 1,585,610.76 55,991,178.96 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 10/14/09 1300 11/30/09 12/08/09 03/12/15 730 8 0 0 42% 56% PROGRESS IS SATISFACTORY DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/12