PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/18/12 EST. NO.16 TIME 08:28 AM 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 0058 2,045.24 E.W. @ F.A.(+) 100511 N 800130 0084 3,533.56 103111 N 800136 0134 76.56 102811 N 800135 0135 2,497.79 110111 N 800137 0136 513.00 110311 N 800139 0137 248.14 110911 N 800141 0138 248.14 111011 N 800142 0139 2,581.59 112111 N 800143 1017 3,220.48 112211 N 800144 1018 270.08 112911 N 800145 1019 331.94 113011 N 800146 1021 124.07 120111 N 800148 1034 3,102.48 090611 N SW-008 1037 849.94 121411 N SW-015 1038 959.90 122911 N SW-019 1040 4,526.41 090911 N SW-009 1042 1,754.31 062011 N SW-001 1043 9,891.67 112111 N SW-011 1044 17,296.51 112211 N SW-012 1045 1,581.34 121611 N SW-016 1046 1,837.34 122211 N SW-017 006 0008 4,010.48 E.W. @ F.A.(+) 061411 N 800613 0010 6,026.84 061611 N 800615 0021 4,205.93 061311 N 800612 007 0053 193.25 E.W. @ F.A.(+) 071811 N 801309 008 0014 4,431.69 E.W. @ F.A.(+) 072511 N 016 0 009 0002 645.15 E.W. @ F.A.(+) 050511 N 009-20 0003 147.50 061311 N 009-30 0004 3,409.47 041712 N 009-40 018 0001 2,667.51 E.W. @ F.A.(+) 050411 N 800202 0002 3,924.35 050511 N 800203 0003 177.55 050511 N 800204 0004 3,658.58 050611 N 800205 0005 296.54 050911 N 800206 0006 621.45 051211 N 800207 0007 36,989.36 051311 N 800208 0008 215.80 050311 N 800201 0009 167.13 051811 N 800209 023 0014 41.46 E.W. @ F.A.(+) 012712 N 806806 0015 137.14 020112 N 806807 0018 92.62 020612 N 806810 0020 131.95 021612 N 806812 0021 311.93 030112 N 806813 0022 403.90 030112 N 806814 0023 2,957.87 030912 N 806815 0024 527.32 031712 N 806816 0025 659.05 031212 N 806817 035 0019 161.45 E.W. @ F.A.(+) 102811 N 802519 055 0001 907.50 E.W. @ F.A.(+) 010912 N 806501 0002 1,967.03 011012 N 806502 0005 693.77 011712 N 806505 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/18/12 EST. NO.16 TIME 08:28 AM 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 --------------------------------------------------------------------------- 138,272.06 TOTAL THIS ESTIMATE 1,553,986.96 TOTAL PREVIOUS ESTIMATE 1,692,259.02 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/18/12 EST. NO.16 TIME 08:28 AM 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 10,000.00 -30,000.00 TOTAL DEDUCTIONS 10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 LOCATION 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 21.000 92,400.00 237.000 1,042,800.00 003 TEMPORARY FENCE (TYPE ESA) M 5.0000 54,000.00 10,925.796 54,628.98 004 600 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 0.000 0.00 006 900 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 0.330 33,000.00 008 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.650 2,275.00 PREVENTION PLAN 009 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 0.660 33,000.00 010 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 12,260.057 110,340.51 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 20.000 50,000.00 013 TEMPORARY COVER M2 0.7000 36,050.00 1,086.960 760.87 014 TEMPORARY CHECK DAM M 12.0000 27,000.00 357.050 4,284.60 015 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 57,600.00 108.000 17,280.00 017 TEMPORARY HYDRAULIC MULCH M2 0.9000 163,800.00 296,644.240 266,979.82 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 200,000.0000 200,000.00 0.029 5,800.00 0.338 67,600.00 019 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 18,000.00 4.000 800.00 59.000 11,800.00 020 600 MM TEMPORARY FLARED END SECTION EA 400.0000 6,800.00 8.000 3,200.00 021 750 MM TEMPORARY FLARED END SECTION EA 200.0000 400.00 0.000 0.00 022 1200 MM TEMPORARY RISER M 500.0000 1,700.00 3.400 1,700.00 PROGRAM CAS145 PAGE 2 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500.00 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 0.629 15,725.00 027 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.029 23,200.00 0.338 270,400.00 028 TYPE III BARRICADE EA 50.0000 9,500.00 1.000 50.00 65.000 3,250.00 029 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 24,600.00 569.000 11,380.00 030 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 0.029 290.00 0.338 3,380.00 032 TEMPORARY RAILING (TYPE K) M 10.0000 251,000.00 12,501.434 125,014.34 033 TEMPORARY CRASH CUSHION MODULE EA 175.0000 101,500.00 235.000 41,125.00 034 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 0.330 14,850.00 036 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 88.700 709.60 116.600 932.80 038 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0.00 039 REMOVE FENCE M 9.0000 87,930.00 6,563.400 59,070.60 040 REMOVE GATE EA 400.0000 2,400.00 6.000 2,400.00 041 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 380.616 9,515.40 042 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 8,313.700 9,976.44 044 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 2,700.00 23.360 840.96 045 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 2,500.000 2,500.00 048 REMOVE ROADSIDE SIGN EA 100.0000 20,000.00 2.000 200.00 39.000 3,900.00 049 REMOVE CULVERT M 45.0000 80,550.00 5.800 261.00 570.182 25,658.19 PROGRAM CAS145 PAGE 3 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 4,800.00 051 REMOVE HEADWALL EA 500.0000 6,000.00 5.000 2,500.00 052 REMOVE MANHOLE EA 500.0000 4,500.00 3.000 1,500.00 053 RESET ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0.00 054 RELOCATE MAILBOX EA 250.0000 11,000.00 22.000 5,500.00 055 ADJUST MANHOLE EA 2,000.0000 12,000.00 4.000 8,000.00 056 ADJUST UTILITY COVER TO GRADE EA 750.0000 13,500.00 0.000 0.00 057 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 110,500.00 260.000 650.00 25,250.290 63,125.73 058 REMOVE CONCRETE DRAINAGE STRUCTURE M3 200.0000 13,600.00 83.600 16,720.00 059 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 1.000 500.00 062 450 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 1.170 5,850.00 68.000 340,000.00 069 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 86,008.400 430,042.00 595,392.980 2,976,964.90 071 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 2,290.500 114,525.00 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 78,500.00 936.300 46,815.00 (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 73.000 18,250.00 PROGRAM CAS145 PAGE 4 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 168,000.00 223.000 13,380.00 1,225.000 73,500.00 (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 28.050 6,451.50 28.050 6,451.50 082 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 0.000 0.00 (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 7,150.000 64,350.00 195,803.000 1,762,227.00 087 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.000 0.00 088 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 303,340.00 283.890 16,465.62 092 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 0.000 0.00 095 COMPOST (INCORPORATE) M2 2.7000 599,400.00 18,655.720 50,370.44 096 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 18,000.00 4.000 2,000.00 097 COMPOST BERM M 9.0000 99,900.00 0.000 0.00 098 ROLLED EROSION CONTROL PRODUCT M2 3.5500 415,350.00 21,297.260 75,605.27 (NETTING) - TYPE A 099 ROLLED EROSION CONTROL PRODUCT M2 6.2500 116,250.00 1,020.000 6,375.00 (NETTING) - TYPE B 100 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.4000 56,400.00 0.000 0.00 SEED MIX 1 101 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.6500 19,890.00 2,470.000 1,605.50 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 11,153.640 6,134.50 SEED MIX 1 PROGRAM CAS145 PAGE 5 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,175.320 9,881.49 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 0.070 5,110.00 116 TEMPORARY IRRIGATION SYSTEM LS 167,000.0000 167,000.00 0.000 0.00 117 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 87.000 17,400.00 249.000 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 14.000 1,400.00 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 0.000 0.00 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 15,760.110 394,002.75 42,605.280 1,065,132.00 130 LEAN CONCRETE BASE M3 150.0000 871,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,492.970 2,424,958.69 132 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 32,900.00 992.560 9,925.60 135 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,200.00 0.000 0.00 136 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 0.000 0.00 138 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 47,900.00 0.000 0.00 139 PLACE HOT MIX ASPHALT M2 35.0000 58,800.00 14.440 505.40 (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 1,857.380 185,738.00 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 0.000 0.00 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 1,656.450 314,725.50 (ALTERNATIVE W) 154 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,200.0000 470,800.00 133.000 292,600.00 155 FURNISH PILING (CLASS 625) M 123.0000 492,738.00 2,238.690 275,358.87 (ALTERNATIVE W) 156 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,400.0000 549,600.00 141.000 338,400.00 157 FURNISH PILING (CLASS 400) M 110.0000 127,820.00 1,173.700 129,107.00 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.042 21,000.00 0.419 209,500.00 162 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 430.0000 445,480.00 534.000 229,620.00 (F) 163 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 6,532,200.00 363.400 310,707.00 2,916.900 2,493,949.50 (F) 164 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 718,900.00 133.000 93,100.00 803.600 562,520.00 (F) 165 STRUCTURAL CONCRETE, ANCHOR BLOCK M3 3,000.0000 9,000.00 0.000 0.00 (F) TRANSITION 166 STRUCTURAL CONCRETE, BARRIER SLAB M3 575.0000 206,425.00 0.000 0.00 (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 25.000 47,500.00 (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 654,000.00 616.000 616,000.00 (F) 171 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 939,900.00 6.030 7,839.00 226.380 294,294.00 (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 193,078.00 284.000 10,792.00 2,564.300 97,443.40 (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 1,365.000 238,875.00 1,553.000 271,775.00 (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 47,714.400 85,885.92 460,177.000 828,318.60 (F) 184 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 167,287.50 18,450.000 41,512.50 72,300.000 162,675.00 (F) PROGRAM CAS145 PAGE 8 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 96,297.000 168,519.75 (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 23.500 3,290.00 205 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 732,250.00 1,191.700 172,796.50 206 900 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 23.500 2,820.00 173.115 20,773.80 (RUBBER GASKET JOINT) 211 600 MM REINFORCED CONCRETE PIPE M 155.0000 517,700.00 146.600 22,723.00 1,833.307 284,162.59 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 9 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 168,000.00 598.068 125,594.28 (RUBBER GASKET JOINT) 213 900 MM REINFORCED CONCRETE PIPE M 270.0000 178,200.00 354.460 95,704.20 (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 11.000 4,620.00 131.700 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 406,000.00 283.260 396,564.00 (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 0.500 85.00 (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 40.500 11,340.00 (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 13.254 10,603.20 (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 2.000 800.00 12.000 4,800.00 230 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 60,000.00 4.000 2,000.00 38.000 19,000.00 231 750 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 5.000 3,750.00 233 1200 MM ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 2.000 3,200.00 2.000 3,200.00 234 MANHOLE (TYPE SO) EA 4,000.0000 8,000.00 0.000 0.00 235 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 1.000 6,000.00 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 63.000 5,040.00 2,866.100 229,288.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 141,000.00 327.820 32,782.00 241 SLOPE PAVING (CONCRETE) M3 800.0000 254,400.00 48.000 38,400.00 112.000 89,600.00 (F) (EXPOSED AGGREGATE) 242 ROCK SLOPE PROTECTION FABRIC M2 1.0000 19,300.00 175.000 175.00 5,368.700 5,368.70 243 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 1,144,000.00 382.980 210,639.00 CONSTRUCTION) 244 MINOR CONCRETE (EXPOSED AGGREGATE M2 50.0000 83,500.00 0.000 0.00 CONCRETE) 245 MINOR CONCRETE (GUTTER) M 75.0000 34,350.00 277.200 20,790.00 393.300 29,497.50 (F) 246 MISCELLANEOUS IRON AND STEEL KG 3.0000 142,989.00 324.000 972.00 14,956.000 44,868.00 (F) 247 MANHOLE FRAME AND COVER EA 1,000.0000 23,000.00 12.000 12,000.00 248 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 32,688.50 100.580 32,688.50 254 CONDUCTOR CASING M 315.0000 5,040.00 15.240 4,800.60 15.240 4,800.60 255 BLANK WELL CASING M 120.0000 11,760.00 97.540 11,704.80 97.540 11,704.80 256 WELL SCREEN M 430.0000 5,160.00 12.190 5,241.70 12.190 5,241.70 257 WATER SUPPLY SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 258 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 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,750.00 214.400 6,432.00 (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 214,480.00 147.000 41,160.00 147.000 41,160.00 (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 21,720.00 968.400 1,162.08 PROGRAM CAS145 PAGE 12 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 294 200 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 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 297 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,910.00 896.330 896.33 (BROKEN 5.18 M - 2.14 M) 298 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 49,665.00 39,915.990 21,953.79 299 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 16,200.00 185.500 8,347.50 300 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,100.00 0.000 0.00 301 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 35,400.00 2,498.000 7,494.00 302 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 0.140 16,800.00 304 SIGNAL AND LIGHTING LS 215,000.0000 215,000.00 0.000 0.00 (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 0.130 16,900.00 0.130 16,900.00 (CITY STREET LOCATION 3) 307 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.060 10,200.00 (CITY STREET LOCATION 4) 308 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.000 0.00 (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 0.050 12,250.00 312 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 52,954.00 367.290 21,302.82 (F) 313 ELECTRIC SERVICE (IRRIGATION) LS 13,000.0000 13,000.00 0.000 0.00 314 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 0.000 0.00 318 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 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 08:28 AM ESTIMATE NO. 16 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 06/20/12 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,090,433.87 24,437,335.13 ADJUSTMENT OF COMPENSATION 0.00 267,674.77 EXTRA WORK 138,272.06 1,424,584.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,228,705.93 26,129,594.15 320 MOBILIZATION LS 273,716.0000 4,273,716.00 0.950 4,060,030.20 ORIGINAL CONTRACT AMOUNT 72,271,741.00 TOTAL WORK COMPLETED 2,228,705.93 30,189,624.35 MATERIALS ON HAND ON SITE 823,403.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -30,000.00 TOTAL 2,238,705.93 30,983,027.63 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 06/04/14 236 57 0 0 40% 33% PROGRESS IS SATISFACTORY MUTUTWA, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/12