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 09/20/12 EST. NO.19 TIME 01:02 PM R.E. NAME: MUTUTWA, PETER 05-0161E4 --------------------------------------------------------------------------- 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 1051 89.06 E.W. @ F.A.(+) 010312 N 800152 1163 3,238.30 060611 N 801001 006 0039 1,133.48 E.W. @ F.A.(+) 090211 N 803104 0041 225.29 090911 N 811053 007 0111 467.86 E.W. @ F.A.(+) 110911 N 804402 023 0032 427.30 E.W. @ F.A.(+) 031512 N 807107 024 0001 222.96 E.W. @ F.A.(+) 080911 Y 5021.0 0010 4,875.69 052112 N 801405 027 0002 1,312.44 E.W. @ F.A.(+) 072811 Y 5011.0 041 0001 451.35 E.W. @ F.A.(+) 102811 N 804801 0005 112.87 010512 N 804805 057 0001 302.02 E.W. @ F.A.(+) 013112 N 807201 067 0012 1,591.41 E.W. @ F.A.(+) 062512 Y 5035.0 0017 678.47 070212 Y 5042.0 15,128.50 TOTAL THIS ESTIMATE 1,938,188.58 TOTAL PREVIOUS ESTIMATE 1,953,317.08 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 09/20/12 EST. NO.19 TIME 01:02 PM R.E. NAME: MUTUTWA, PETER 05-0161E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 11 RECD ANNUAL CEM-4401 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 03 MISS PAYROLLS -10,000.00 05 MISS PAYROLLS -10,000.00 06 MISS PAYROLLS -10,000.00 07 RECD PYRLS 3,5,6,& 7 40,000.00 08 MISS PAYROLLS -10,000.00 10 MISS PAYROLLS -10,000.00 12 MISS PAYROLLS -10,000.00 14 MISS PAYROLLS -10,000.00 15 RECD PAYROLLS #12 10,000.00 16 MISS PAYROLLS -10,000.00 17 MISS PAYROLLS -10,000.00 18 RECD PAYROLLS #10,17 20,000.00 19 20,000.00 -30,000.00 TOTAL DEDUCTIONS 20,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 LOCATION RERUN PROGRESS ESTIMATE 05-MON-101-R91.2/100.4 ----------------------- GCC/MCM A JV IN MONTEREY COUNTY IN AND NEAR P O BOX 50085 PRUNEDALE AT VARIOUS LOCATIONS WATSONVILLE CA 950775085 FROM 0.3 KM NORHT OF LITTLE BEAR CREEK UNDERCROSSING TO 0.5 KM NORTH OF ECHO VALLEY ROAD FED. AID NO. NH-Q101(187)E CONSTRUCT INTERCHANGES AND ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 002 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 22.000 96,800.00 301.000 1,324,400.00 003 TEMPORARY FENCE (TYPE ESA) M 5.0000 54,000.00 58.900 294.50 11,196.896 55,984.48 004 600 MM TEMPORARY CULVERT M 150.0000 198,000.00 1,065.588 159,838.20 005 750 MM TEMPORARY CULVERT M 250.0000 5,250.00 21.340 5,335.00 006 900 MM TEMPORARY CULVERT M 350.0000 7,000.00 17.700 6,195.00 007 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.030 3,000.00 0.420 42,000.00 008 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.730 2,555.00 PREVENTION PLAN 009 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 010 TEMPORARY FIBER ROLL M 7.0000 290,500.00 5,910.590 41,374.13 011 TEMPORARY SILT FENCE M 9.0000 68,400.00 53.500 481.50 12,313.557 110,822.01 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 3.000 7,500.00 25.000 62,500.00 013 TEMPORARY COVER M2 0.7000 36,050.00 1,086.960 760.87 014 TEMPORARY CHECK DAM M 12.0000 27,000.00 148.900 1,786.80 505.950 6,071.40 015 MOVE-IN/MOVE-OUT EA 1,200.0000 43,200.00 5.000 6,000.00 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 57,600.00 118.000 18,880.00 017 TEMPORARY HYDRAULIC MULCH M2 0.9000 163,800.00 323,167.450 290,850.71 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 200,000.0000 200,000.00 0.031 6,200.00 0.428 85,600.00 019 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 18,000.00 2.000 400.00 64.000 12,800.00 020 600 MM TEMPORARY FLARED END SECTION EA 400.0000 6,800.00 10.000 4,000.00 021 750 MM TEMPORARY FLARED END SECTION EA 200.0000 400.00 2.000 400.00 022 1200 MM TEMPORARY RISER M 500.0000 1,700.00 3.400 1,700.00 PROGRAM CAS145 PAGE 2 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 15.000 7,500.00 024 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000.00 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,600.0000 40,000.00 0.000 0.00 026 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.709 17,725.00 027 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.031 24,800.00 0.428 342,400.00 028 TYPE III BARRICADE EA 50.0000 9,500.00 101.000 5,050.00 029 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 24,600.00 664.000 13,280.00 030 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 19,500.00 2.000 3,000.00 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.031 310.00 0.428 4,280.00 032 TEMPORARY RAILING (TYPE K) M 10.0000 251,000.00 12,641.644 126,416.44 033 TEMPORARY CRASH CUSHION MODULE EA 175.0000 101,500.00 7.000 1,225.00 276.000 48,300.00 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 22,260.00 9,398.600 13,158.04 STRIPE (HAZARDOUS WASTE) 035 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 45,000.0000 45,000.00 0.030 1,350.00 0.420 18,900.00 036 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 037 ABANDON CULVERT M 8.0000 4,640.00 5.200 41.60 167.612 1,340.90 038 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0.00 039 REMOVE FENCE M 9.0000 87,930.00 7,938.400 71,445.60 040 REMOVE GATE EA 400.0000 2,400.00 6.000 2,400.00 041 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 22.000 550.00 402.616 10,065.40 042 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 20,000.00 1,045.803 26,145.08 043 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 38,400.00 9,154.700 10,985.64 044 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 2,700.00 55.100 1,983.60 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,480.00 15,852.782 19,023.34 046 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 9,720.00 228.250 8,217.00 047 REMOVE PAVEMENT MARKER EA 1.0000 6,370.00 2,750.000 2,750.00 048 REMOVE ROADSIDE SIGN EA 100.0000 20,000.00 42.000 4,200.00 049 REMOVE CULVERT M 45.0000 80,550.00 607.842 27,352.89 PROGRAM CAS145 PAGE 3 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 300.0000 12,300.00 1.000 300.00 22.000 6,600.00 051 REMOVE HEADWALL EA 500.0000 6,000.00 5.000 2,500.00 052 REMOVE MANHOLE EA 500.0000 4,500.00 9.000 4,500.00 053 RESET ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0.00 054 RELOCATE MAILBOX EA 250.0000 11,000.00 7.000 1,750.00 35.000 8,750.00 055 ADJUST MANHOLE EA 2,000.0000 12,000.00 15.000 30,000.00 23.000 46,000.00 056 ADJUST UTILITY COVER TO GRADE EA 750.0000 13,500.00 0.000 0.00 057 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 110,500.00 25,388.290 63,470.73 058 REMOVE CONCRETE DRAINAGE STRUCTURE M3 200.0000 13,600.00 68.000 13,600.00 059 REMOVE CONCRETE BARRIER M 50.0000 149,000.00 1,924.200 96,210.00 060 REMOVE ROCK SLOPE PROTECTION M3 50.0000 2,050.00 1.000 50.00 061 CAP INLET EA 500.0000 1,000.00 1.000 500.00 2.000 1,000.00 062 450 MM CURED-IN-PLACE PIPELINER M 600.0000 66,000.00 0.000 0.00 063 600 MM CURED-IN-PLACE PIPELINER M 800.0000 41,600.00 0.000 0.00 064 750 MM CURED-IN-PLACE PIPERLINER M 3,000.0000 36,000.00 0.000 0.00 065 900 MM CURED-IN-PLACE PIPERLINER M 900.0000 36,000.00 0.000 0.00 066 REMOVE CRASH CUSHION EA 150.0000 2,250.00 13.000 1,950.00 067 BRIDGE REMOVAL (PORTION) LS 55,000.0000 55,000.00 1.000 55,000.00 068 CLEARING AND GRUBBING HA 5,000.0000 350,000.00 69.000 345,000.00 069 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.537 26,850.00 070 ROADWAY EXCAVATION M3 5.0000 5,150,000.00 133,603.640 668,018.20 830,865.640 4,154,328.20 071 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 072 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 228,250.00 170.000 8,500.00 2,635.500 131,775.00 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 78,500.00 633.700 31,685.00 1,570.000 78,500.00 (F) 074 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 60.0000 18,780.00 313.000 18,780.00 (F) 075 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 120.0000 57,000.00 475.000 57,000.00 (F) 076 SAND BEDDING M3 250.0000 9,250.00 78.900 19,725.00 PROGRAM CAS145 PAGE 4 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 168,000.00 1,254.000 75,240.00 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 84,695.00 778.300 50,589.50 (F) 079 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 300.0000 6,900.00 0.000 0.00 (F) 080 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 320.0000 13,760.00 3.000 960.00 (F) 081 SAND BACKFILL M3 230.0000 34,500.00 0.370 85.10 33.740 7,760.20 082 LEAN CONCRETE BACKFILL M3 200.0000 13,000.00 65.000 13,000.00 (F) 083 DITCH EXCAVATION M3 50.0000 1,850.00 0.000 0.00 084 EARTH RETAINING STRUCTURE M2 400.0000 608,000.00 1,520.000 608,000.00 (F) 085 SOIL NAIL ASSEMBLY M 54.0000 290,520.00 5,655.000 305,370.00 086 IMPORTED BORROW M3 9.0000 3,006,000.00 7,092.000 63,828.00 264,237.000 2,378,133.00 087 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.060 3,240.00 088 ROCK BLANKET M2 80.0000 16,000.00 0.000 0.00 089 DUFF M2 1.6000 211,200.00 6,372.000 10,195.20 090 CHIPPED MATERIAL M2 1.5500 139,500.00 16,265.000 25,210.75 091 EROSION CONTROL (COMPOST BLANKET) M3 58.0000 303,340.00 220.200 12,771.60 1,840.880 106,771.04 092 EROSION CONTROL (PUNCHED STRAW) M2 1.1000 22,440.00 0.000 0.00 093 FIBER ROLLS M 12.0000 40,800.00 0.000 0.00 094 COMPOST SOCK M 11.0000 141,900.00 1,898.570 20,884.27 1,898.570 20,884.27 095 COMPOST (INCORPORATE) M2 2.7000 599,400.00 9,389.000 25,350.30 30,189.720 81,512.24 096 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 18,000.00 6.000 3,000.00 097 COMPOST BERM M 9.0000 99,900.00 200.000 1,800.00 3,907.590 35,168.31 098 ROLLED EROSION CONTROL PRODUCT M2 3.5500 415,350.00 47,858.340 169,897.11 (NETTING) - TYPE A 099 ROLLED EROSION CONTROL PRODUCT M2 6.2500 116,250.00 15,172.310 94,826.94 (NETTING) - TYPE B 100 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.4000 56,400.00 9,389.000 3,755.60 9,389.000 3,755.60 SEED MIX 1 101 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.6500 19,890.00 4,616.000 3,000.40 SEED MIX 2 102 EROSION CONTROL (DRILL SEED) - TYPE 2, M2 0.6500 28,600.00 16,187.000 10,521.55 SEED MIX 1 103 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.5500 62,150.00 37,499.120 20,624.52 SEED MIX 1 PROGRAM CAS145 PAGE 5 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.6500 21,125.00 2,173.000 1,412.45 SEED MIX 2 105 EROSION CONTROL (HYDROSEED) - TYPE 2, M2 0.7500 65,175.00 18,670.320 14,002.74 SEED MIX 1 106 PLANT (GROUP WP) (WILLOW POLES) EA 13.0000 2,600.00 0.000 0.00 107 LIVE SILTATION M 130.0000 19,500.00 0.000 0.00 108 BRUSH LAYERING M 400.0000 16,800.00 0.000 0.00 109 TRANSPLANT TREE EA 1,000.0000 3,000.00 0.000 0.00 110 EROSION CONTROL (NATIVE GRASS SOD) M2 25.0000 73,750.00 0.000 0.00 111 PLANT (GROUP WC) (WILLOW CUTTINGS) EA 8.0000 17,120.00 0.000 0.00 112 EROSION CONTROL ESTABLISHMENT LS 15,000.0000 15,000.00 0.000 0.00 113 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0.00 114 MAINTAIN EXISTING IRRIGATION FACILITIES LS 12,400.0000 12,400.00 0.000 0.00 115 IRRIGATION SYSTEM LS 73,000.0000 73,000.00 0.350 25,550.00 116 TEMPORARY IRRIGATION SYSTEM LS 167,000.0000 167,000.00 0.098 16,366.00 0.141 23,547.00 117 75 MM GALVANIZED STEEL PIPE M 135.0000 7,560.00 0.000 0.00 (SUPPLY LINE) 118 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 201,000.00 249.000 49,800.00 (F) 119 25 MM PLASTIC PIPE (PR 315) M 10.0000 2,900.00 0.000 0.00 (SUPPLY LINE) 120 WATER METER EA 27,695.0000 27,695.00 0.000 0.00 121 WATER METER (TEMPORARY) EA 117,480.0000 117,480.00 1.000 117,480.00 122 IRRIGATION SLEEVE M 10.0000 160.00 0.000 0.00 123 200 MM CORRUGATED HIGH DENSITY M 100.0000 14,000.00 67.000 6,700.00 POLYETHYLENE PIPE CONDUIT 124 250 MM CORRUGATED HIGH DENSITY M 120.0000 16,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 125 300 MM CORRUGATED HIGH DENSITY M 125.0000 13,750.00 6.100 762.50 POLYETHYLENE PIPE CONDUIT 126 200 MM WELDED STEEL PIPE CONDUIT M 600.0000 13,200.00 0.000 0.00 (6.35 MM THICK) 127 EXTEND 250 MM CONDUIT M 200.0000 800.00 0.000 0.00 128 FINISHING ROADWAY LS 200,000.0000 200,000.00 0.000 0.00 129 CLASS 2 AGGREGATE BASE M3 25.0000 2,600,000.00 1,625.450 40,636.25 46,447.370 1,161,184.25 130 LEAN CONCRETE BASE M3 150.0000 871,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 HOT MIX ASPHALT TONN 77.0000 11,935,000.00 13,213.620 1,017,448.74 60,119.020 4,629,164.54 132 RUMBLE STRIP STA 35.0000 8,400.00 0.000 0.00 133 DATA CORE LS 14,000.0000 14,000.00 0.210 2,940.00 134 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 10.0000 32,900.00 624.000 6,240.00 1,616.560 16,165.60 135 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,200.00 974.000 9,740.00 974.000 9,740.00 136 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 10.0000 4,800.00 0.000 0.00 137 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 33,100.00 115.000 1,150.00 115.000 1,150.00 138 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 47,900.00 119.000 1,190.00 119.000 1,190.00 139 PLACE HOT MIX ASPHALT M2 35.0000 58,800.00 60.230 2,108.05 117.795 4,122.83 (MISCELLANEOUS AREA) 140 TACK COAT TONN 1.0000 290.00 3.965 3.97 141 CONCRETE PAVEMENT M3 190.0000 1,442,100.00 0.000 0.00 142 SEAL PAVEMENT JOINT M 16.0000 108,320.00 0.000 0.00 143 SEAL LONGITUDINAL ISOLATION JOINT M 27.0000 8,910.00 0.000 0.00 144 FURNISH STEEL PILING (HP 250 X 85) M 120.0000 32,880.00 0.000 0.00 145 DRIVE STEEL PILE (HP 250 X 85) EA 3,800.0000 45,600.00 0.000 0.00 146 STEEL SOLDIER PILE (W 310 X 129) M 150.0000 69,900.00 473.500 71,025.00 147 STEEL SOLDIER PILE (W 310 X 79) M 86.0000 5,160.00 60.000 5,160.00 148 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 218,000.00 492.580 49,258.00 2,349.960 234,996.00 PILING (BARRIER) 149 DRILLED HOLE (610 MM) M 90.0000 44,460.00 334.850 30,136.50 150 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 102,050.00 0.000 0.00 PILING 151 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 165.0000 56,265.00 332.450 54,854.25 332.450 54,854.25 PILING 152 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 175.0000 63,350.00 0.000 0.00 PILING 153 FURNISH PILING (CLASS 900) M 190.0000 482,790.00 2,273.640 431,991.60 (ALTERNATIVE W) 154 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,200.0000 470,800.00 178.000 391,600.00 155 FURNISH PILING (CLASS 625) M 123.0000 492,738.00 197.150 24,249.45 2,435.840 299,608.32 (ALTERNATIVE W) 156 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,400.0000 549,600.00 8.000 19,200.00 149.000 357,600.00 157 FURNISH PILING (CLASS 400) M 110.0000 127,820.00 1,173.700 129,107.00 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,000.0000 97,000.00 98.000 98,000.00 159 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 280.0000 70,560.00 252.000 70,560.00 PILING (610 MM) 160 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,500.0000 21,000.00 14.000 21,000.00 PILE (610 MM) 161 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.502 251,000.00 162 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 430.0000 445,480.00 613.000 263,590.00 (F) 163 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 6,532,200.00 138.000 117,990.00 3,298.000 2,819,790.00 (F) 164 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 718,900.00 98.400 68,880.00 919.000 643,300.00 (F) 165 STRUCTURAL CONCRETE, ANCHOR BLOCK M3 3,000.0000 9,000.00 3.000 9,000.00 (F) TRANSITION 166 STRUCTURAL CONCRETE, BARRIER SLAB M3 575.0000 206,425.00 90.000 51,750.00 90.000 51,750.00 (F) 167 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 588,800.00 230.000 184,000.00 (F) (TYPE N) 168 CLASS 2 CONCRETE (WINGWALLS) M3 1,900.0000 60,800.00 32.000 60,800.00 (F) 169 CLASS 2 CONCRETE (BACKFILL) M3 320.0000 28,160.00 88.000 28,160.00 (F) 170 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 654,000.00 654.000 654,000.00 (F) 171 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 939,900.00 32.450 42,185.00 359.000 466,700.00 (F) 172 ARCHITECTURAL TREATMENT M2 170.0000 32,810.00 193.000 32,810.00 (F) (FRACTURED GRANITE TEXTURE) 173 ARCHITECTURAL TREATMENT M2 38.0000 193,078.00 54.000 2,052.00 4,216.300 160,219.40 (F) (DRYSTACK STONE TEXTURE) 174 DRILL AND BOND DOWEL M 100.0000 5,300.00 53.000 5,300.00 175 CLEAN EXPANSION JOINT M 95.0000 3,420.00 25.700 2,441.50 176 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 175.0000 384,125.00 1,874.000 327,950.00 (F) 177 SOUND WALL (MASONRY BLOCK) M2 175.0000 124,075.00 0.000 0.00 (F) 178 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 25,900.00 0.000 0.00 179 JOINT SEAL ASSEMBLY (MR 90 MM) M 725.0000 8,700.00 0.000 0.00 180 JOINT SEAL (MR 40 MM) M 200.0000 24,800.00 17.700 3,540.00 181 JOINT SEAL (MR 50 MM) M 260.0000 34,320.00 17.300 4,498.00 182 BAR REINFORCING STEEL KG 2.5000 33,375.00 3,958.900 9,897.25 (F) 183 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 2,185,740.00 18,091.800 32,565.24 525,178.700 945,321.66 (F) 184 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 167,287.50 74,350.000 167,287.50 (F) PROGRAM CAS145 PAGE 8 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 178,783.50 102,162.000 178,783.50 (F) 186 SHOTCRETE M3 625.0000 70,625.00 113.000 70,625.00 (F) 187 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.0000 491,373.00 0.000 0.00 (F) 188 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 54,597.00 0.000 0.00 (F) 189 FURNISH LAMINATED PANEL SIGN M2 215.0000 27,950.00 0.000 0.00 (25.4 MM-TYPE A) 190 FURNISH LAMINATED PANEL SIGN M2 210.0000 1,260.00 0.000 0.00 (25.4 MM-TYPE B) 191 FURNISH LAMINATED PANEL SIGN M2 230.0000 6,440.00 0.000 0.00 (63.5 MM-TYPE B) 192 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 19,550.00 10.540 1,212.10 (1.6 MM-UNFRAMED) 193 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 13,750.00 0.000 0.00 (2.0 MM-UNFRAMED) 194 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 7,200.00 0.000 0.00 (1.6 MM-FRAMED) 195 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 4,200.00 0.000 0.00 (2.0 MM-FRAMED) 196 1524 MM CAST-IN-DRILLED-HOLE M 2,200.0000 173,800.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 197 METAL (RAIL MOUNTED SIGN) KG 25.0000 11,500.00 0.000 0.00 198 ROADSIDE SIGN - ONE POST EA 300.0000 84,000.00 19.000 5,700.00 199 ROADSIDE SIGN - TWO POST EA 750.0000 18,000.00 0.000 0.00 200 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 7,600.00 0.000 0.00 METHOD) 201 INSTALL ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 202 TIMBER LAGGING M3 750.0000 57,750.00 77.000 57,750.00 (F) 203 CLEAN AND PAINT STEEL SOLDIER LS 30,000.0000 30,000.00 1.000 30,000.00 PILING 204 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 28,000.00 3.500 490.00 30.500 4,270.00 205 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 732,250.00 265.400 38,483.00 1,783.050 258,542.25 206 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 27,200.00 165.300 26,448.00 207 200 MM PLASTIC PIPE M 240.0000 3,360.00 14.000 3,360.00 208 300 MM REINFORCED CONCRETE PIPE M 100.0000 800.00 2.000 200.00 (RUBBER GASKET JOINT) 209 375 MM REINFORCED CONCRETE PIPE M 110.0000 3,300.00 29.240 3,216.40 (RUBBER GASKET JOINT) 210 450 MM REINFORCED CONCRETE PIPE M 120.0000 18,000.00 186.615 22,393.80 (RUBBER GASKET JOINT) 211 600 MM REINFORCED CONCRETE PIPE M 155.0000 517,700.00 -35.330 -5,476.15 1,965.077 304,586.94 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 9 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 750 MM REINFORCED CONCRETE PIPE M 210.0000 168,000.00 37.390 7,851.90 674.458 141,636.18 (RUBBER GASKET JOINT) 213 900 MM REINFORCED CONCRETE PIPE M 270.0000 178,200.00 380.560 102,751.20 (RUBBER GASKET JOINT) 214 1050 MM REINFORCED CONCRETE PIPE M 350.0000 26,600.00 75.100 26,285.00 (RUBBER GASKET JOINT) 215 1200 MM REINFORCED CONCRETE PIPE M 420.0000 54,600.00 131.700 55,314.00 (RUBBER GASKET JOINT) 216 1500 MM REINFORCED CONCRETE PIPE M 600.0000 44,400.00 73.500 44,100.00 (RUBBER GASKET JOINT) 217 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 390.004 507,005.20 (CLASS III) 218 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,400.0000 406,000.00 289.760 405,664.00 (CLASS III) 219 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,880.0000 152,280.00 44.900 84,412.00 (CLASS III) 220 JACKED 1050 MM REINFORCED CONCRETE PIPE M 1,900.0000 285,000.00 146.800 278,920.00 (CLASS III) 221 300 MM CORRUGATED STEEL PIPE M 170.0000 5,100.00 37.200 6,324.00 (2.01 MM THICK) 222 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 30,600.00 27.000 4,860.00 (2.01 MM THICK) 223 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 280.0000 207,200.00 85.900 24,052.00 342.170 95,807.60 (2.77 MM THICK) 224 300 MM ENTRANCE TAPER EA 250.0000 3,750.00 5.000 1,250.00 225 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 58,400.00 50.744 40,595.20 (2.77 MM THICK) 226 1200 MM CORRUGATED STEEL PIPE RISER M 1,500.0000 24,000.00 12.080 18,120.00 (2.77 MM THICK) 227 WELDED STEEL PIPE CASING (BRIDGE) M 150.0000 14,400.00 48.000 7,200.00 228 1500 MM WELDED STEEL PIPE M 2,400.0000 40,800.00 0.000 0.00 (9.53 MM THICK) 229 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 8,000.00 14.000 5,600.00 230 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 60,000.00 47.000 23,500.00 231 750 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 5.000 3,000.00 232 900 MM ALTERNATIVE FLARED END SECTION EA 750.0000 7,500.00 7.000 5,250.00 233 1200 MM ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 2.000 3,200.00 234 MANHOLE (TYPE SO) EA 4,000.0000 8,000.00 3.000 12,000.00 235 MANHOLE (TYPE A) EA 3,000.0000 30,000.00 5.000 15,000.00 236 MANHOLE (TYPE B) EA 6,000.0000 120,000.00 15.000 90,000.00 237 MINOR CONCRETE (BACKFILL) M3 200.0000 7,800.00 27.500 5,500.00 238 ROCK SLOPE PROTECTION M3 80.0000 649,600.00 556.000 44,480.00 3,906.580 312,526.40 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 240 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 141,000.00 1,084.220 108,422.00 241 SLOPE PAVING (CONCRETE) M3 800.0000 254,400.00 112.000 89,600.00 (F) (EXPOSED AGGREGATE) 242 ROCK SLOPE PROTECTION FABRIC M2 1.0000 19,300.00 942.000 942.00 7,396.310 7,396.31 243 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 1,144,000.00 162.900 89,595.00 1,699.180 934,549.00 CONSTRUCTION) 244 MINOR CONCRETE (EXPOSED AGGREGATE M2 50.0000 83,500.00 0.000 0.00 CONCRETE) 245 MINOR CONCRETE (GUTTER) M 75.0000 34,350.00 457.000 34,275.00 (F) 246 MISCELLANEOUS IRON AND STEEL KG 3.0000 142,989.00 1,188.000 3,564.00 19,988.000 59,964.00 (F) 247 MANHOLE FRAME AND COVER EA 1,000.0000 23,000.00 13.000 13,000.00 248 MANHOLE FRAME AND GRATE EA 1,000.0000 9,000.00 1.000 1,000.00 249 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 49,480.00 0.000 0.00 (F) 250 WELL DEVELOPMENT LS 5,000.0000 5,000.00 0.000 0.00 251 TESTING WELL HR 200.0000 2,000.00 0.000 0.00 252 DRILL PILOT HOLE M 150.0000 15,000.00 100.000 15,000.00 253 REAMING WATER WELL M 325.0000 32,500.00 100.580 32,688.50 254 CONDUCTOR CASING M 315.0000 5,040.00 15.240 4,800.60 255 BLANK WELL CASING M 120.0000 11,760.00 97.540 11,704.80 256 WELL SCREEN M 430.0000 5,160.00 12.190 5,241.70 257 WATER SUPPLY SYSTEM LS 20,000.0000 20,000.00 0.100 2,000.00 0.100 2,000.00 258 MOBILIZATION, DEMOBILIZATION, LS 6,000.0000 6,000.00 0.000 0.00 AND FINAL CLEANUP 259 FENCE (TYPE BW, METAL POST) M 15.5000 86,025.00 0.000 0.00 260 CHAIN LINK FENCE (TYPE CL-1.8) M 32.5000 272,675.00 366.230 11,902.48 261 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 600.00 3.000 1,800.00 262 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 835.0000 80,160.00 0.000 0.00 263 DELINEATOR (CLASS 1) EA 20.0000 8,400.00 0.000 0.00 264 CONCRETE BARRIER MARKER EA 20.0000 4,400.00 0.000 0.00 265 OBJECT MARKER EA 25.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 METAL BEAM GUARD RAILING (STEEL POST) M 58.0000 384,540.00 342.900 19,888.20 267 VEGETATION CONTROL (MINOR CONCRETE) M2 45.0000 504,000.00 0.000 0.00 268 CHAIN LINK RAILING (TYPE 7) M 170.0000 100,130.00 136.000 23,120.00 (F) (BLACK VINYL-COATED) 269 CONCRETE BARRIER (TYPE 26 MODIFIED) M 550.0000 324,500.00 136.000 74,800.00 (F) 270 CONCRETE BARRIER (TYPE 27A MODIFIED) M 315.0000 44,415.00 141.000 44,415.00 (F) 271 CONCRETE BARRIER (TYPE 27 MODIFIED) M 400.0000 26,800.00 67.000 26,800.00 (F) 272 DOUBLE METAL BEAM GUARD RAILING M 106.0000 11,660.00 0.000 0.00 (STEEL POST) 273 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 160.0000 9,600.00 0.000 0.00 274 CABLE RAILING M 30.0000 21,750.00 492.400 14,772.00 (F) 275 TRANSITION RAILING (TYPE WB) EA 3,650.0000 80,300.00 0.000 0.00 276 END ANCHOR ASSEMBLY (TYPE SFT) EA 530.0000 10,070.00 0.000 0.00 277 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 0.000 0.00 278 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 48,400.00 2.000 4,400.00 279 CONCRETE BARRIER (TYPE 60) M 115.0000 335,800.00 0.000 0.00 280 CONCRETE BARRIER (TYPE 60C) M 142.0000 147,680.00 0.000 0.00 281 CONCRETE BARRIER (TYPE 60D) M 200.0000 59,200.00 0.000 0.00 (F) 282 CONCRETE BARRIER (TYPE 60S) M 138.0000 37,260.00 0.000 0.00 283 CONCRETE BARRIER (TYPE 60SC) M 140.0000 355,600.00 0.000 0.00 284 CONCRETE BARRIER (TYPE 60SE) M 675.0000 28,350.00 0.000 0.00 285 CONCRETE BARRIER M 280.0000 214,480.00 289.000 80,920.00 (F) (TYPE 732 MODIFIED) 286 CONCRETE BARRIER (TYPE 736A) M 285.0000 9,690.00 34.000 9,690.00 287 CONCRETE BARRIER (TYPE 736 MODIFIED) M 270.0000 89,370.00 0.000 0.00 (F) 288 CONCRETE BARRIER (TYPE 736B) M 420.0000 75,600.00 0.000 0.00 289 CONCRETE BARRIER (TYPE 736SV) M 310.0000 223,200.00 558.000 172,980.00 290 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 39,900.00 25.320 886.20 291 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 34,125.00 1,256.050 816.43 (SPRAYABLE) 292 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,720.00 5,000.000 6,000.00 5,968.400 7,162.08 PROGRAM CAS145 PAGE 12 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 21,540.00 1,600.000 4,800.00 1,600.000 4,800.00 294 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,760.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 295 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 296 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 20,100.00 1,600.000 1,600.00 1,600.000 1,600.00 (BROKEN 10.98 M - 3.66 M) 297 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,910.00 250.000 250.00 1,146.330 1,146.33 (BROKEN 5.18 M - 2.14 M) 298 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 49,665.00 43,595.990 23,977.79 299 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 16,200.00 246.040 11,071.80 300 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,100.00 0.000 0.00 301 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 35,400.00 600.000 1,800.00 3,508.000 10,524.00 302 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.302 604.00 SYSTEM ELEMENTS DURING CONSTRUCTION 303 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.020 2,400.00 0.200 24,000.00 304 SIGNAL AND LIGHTING LS 215,000.0000 215,000.00 0.100 21,500.00 0.260 55,900.00 (CITY STREET LOCATION 1) 305 SIGNAL AND LIGHTING LS 155,000.0000 155,000.00 0.000 0.00 (CITY STREET LOCATION 2) 306 SIGNAL AND LIGHTING LS 130,000.0000 130,000.00 0.150 19,500.00 0.310 40,300.00 (CITY STREET LOCATION 3) 307 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.030 5,100.00 0.110 18,700.00 (CITY STREET LOCATION 4) 308 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.030 4,500.00 0.040 6,000.00 (CITY STREET LOCATION 1) 309 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 (CITY STREET LOCATION 2) 310 REMOVE EXISTING ELECTRICAL SYSTEM LS 11,000.0000 11,000.00 0.200 2,200.00 311 LIGHTING AND SIGN ILLUMINATION LS 245,000.0000 245,000.00 0.030 7,350.00 0.130 31,850.00 312 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 52,954.00 454.290 26,348.82 (F) 313 ELECTRIC SERVICE (IRRIGATION) LS 13,000.0000 13,000.00 0.040 520.00 314 BOOSTER PUMP ELECTRICAL SYSTEM LS 39,000.0000 39,000.00 0.000 0.00 315 WELL PUMP ELECTRICAL SYSTEM LS 22,600.0000 22,600.00 0.000 0.00 316 MICROWAVE VEHICLE DETECTION SYSTEM LS 65,000.0000 65,000.00 0.000 0.00 317 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.030 3,000.00 0.075 7,500.00 318 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 319 BRIDGE REMOVAL LS 18,000.0000 18,000.00 1.000 18,000.00 PROGRAM CAS145 PAGE 13 DATE 09/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 01:02 PM ESTIMATE NO. 19 BID OPENING 11/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 09/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,855,612.20 32,956,840.96 ADJUSTMENT OF COMPENSATION 0.00 267,674.77 EXTRA WORK 15,128.50 1,685,642.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,870,740.70 34,910,158.04 320 MOBILIZATION LS 273,716.0000 4,273,716.00 0.050 213,685.80 1.000 4,273,716.00 ORIGINAL CONTRACT AMOUNT 72,271,741.00 TOTAL WORK COMPLETED 3,084,426.50 39,183,874.04 MATERIALS ON HAND ON SITE 766,300.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -30,000.00 TOTAL 3,104,426.50 39,920,174.44 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 02/24/11 850 04/20/11 04/11/11 06/04/14 300 57 0 0 52% 42% PROGRESS IS SATISFACTORY MUTUTWA, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/12