PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/27/14 EST. NO.44 TIME 10:47 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 1204 6,492.09 E.W. @ F.A.(+) 063012 N 800215 1640 682.36 062414 N 1736.0 1645 519.22 071414 N 1772.0 1648 1,253.95 080114 N 1785.0 1649 2,277.22 080114 N 1792.0 1650 154.00 080114 N 1795.0 1651 555.87 080814 N 1798.0 1652 666.34 081314 N 1837.0 1653 1,414.88 082714 N 1838.0 1654 902.71 090214 N 1845.1 1656 3,410.01 081314 N 1847.0 1657 1,208.86 090914 N 1848.0 1658 394.56 091014 N 1849.0 1660 154.00 090114 N 1856.0 1678 938.99 091014 N 1850.0 1680 784.41 092614 N 1859.0 1681 634.77 092914 N 1860.0 006 0044 1,707.14 E.W. @ L.S.(+) 083011 N 1805.0 007 0036 2,323.36 E.W. @ F.A.(+) 050611 N 800402 0040 1,799.40 052711 N 800410 0047 4,355.16 070111 N 801301 008 0077 350.65 E.W. @ F.A.(+) 110811 N 0260.0 0101 495.02 090111 N 0461.0 040 0055 2,406.86 E.W. @ F.A.(+) 061114 N 1728.2 0058 268.73 060414 N 1743.1 041 0020 2,254.49 E.W. @ F.A.(+) 072114 N 1790.0 067 0802 1,253.95 E.W. @ F.A.(+) 080114 N 1784.0 0803 3,387.34 071014 N 1793.0 0804 296.53 050911 N 0215.1 0805 340.83 082611 N 0216.1 0806 1,479.11 082611 N 0217.1 0807 872.86 011312 N 0330.3 0808 202.53 011312 N 0330.4 0809 4,547.52 011812 N 0331.3 0810 184.22 011912 N 0331.4 0811 1,584.43 011812 N 0332.3 0812 528.07 011812 N 0332.4 0813 237.12 020112 N 0334.3 0814 89.10 020112 N 0334.4 0815 7,402.84 020412 N 0335.2 0816 5,324.27 020612 N 0336.3 0817 1,119.34 020612 N 0336.4 0818 454.36 020812 N 0337.3 0819 441.53 020812 N 0337.4 0820 3,839.58 032212 N 0338.3 0821 726.83 032212 N 0338.4 0822 4,872.16 032312 N 0339.2 0823 2,358.93 122211 N 1806.0 0824 4,134.79 122211 N 1807.0 0825 114.40 011012 N 1808.0 0826 4,241.72 011112 N 1809.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/27/14 EST. NO.44 TIME 10:47 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 --------------------------------------------------------------------------- 0827 3,660.13 011212 N 1810.0 0828 1,468.76 011312 N 1811.0 0829 2,536.39 011612 N 1812.0 0830 2,287.36 011812 N 1813.0 0831 762.42 012512 N 1814.0 0832 1,197.24 012612 N 1815.0 0833 3,034.65 012712 N 1816.0 0834 214.08 020112 N 1817.0 0835 339.05 020112 N 1818.0 0836 1,770.88 020112 N 1819.0 0837 1,160.54 020212 N 1820.0 0838 6,408.83 020312 N 1821.0 0839 2,741.65 020312 N 1822.0 0840 3,834.23 020412 N 1823.0 0841 9,588.25 020612 N 1824.0 0842 487.81 031812 N 1825.0 0843 409.46 031912 N 1826.0 0844 4,343.11 032112 N 1827.0 0845 1,088.18 033012 N 1828.0 0846 300.89 041812 N 1829.0 0847 649.15 042012 N 1830.0 0848 1,730.54 071312 N 1831.0 0850 1,220.61 072512 N 1833.0 077 0047 4,763.02 E.W. @ F.A.(+) 120512 Y 5190.0 081 0021 1,095.78 E.W. @ F.A.(+) 121313 Y 5191.0 0022 466.83 121913 Y 5192.0 0023 753.13 062613 Y 5218.0 0024 1,082.89 092514 N 1857.0 0025 655.58 092614 N 1858.0 085 0024 1,503.41 E.W. @ F.A.(+) 101013 N 1278.0 091 0045 5,180.70 E.W. @ F.A.(+) 112613 N 1424.3 0047 28.34 030714 N 1565.2 0048 224.85 092614 N 1863.0 095 0087 4,353.64 E.W. @ F.A.(+) 071614 N 1796.0 104 0042 4,744.80 E.W. @ F.A.(+) 080412 N 0822.0 0112 4,107.69 060914 N 1724.1 0128 323.26 082014 N 1839.0 0132 1,925.00 061014 N 1719.2 109 0001 481.25 E.W. @ F.A.(+) 013013 N 0430.0 0002 754.72 013113 N 0431.0 0003 1,735.30 020413 N 0477.0 0004 5,582.78 020413 N 0478.1 0005 78,490.52 020613 N 0479.1 0006 95,264.06 020713 N 0480.1 0007 59,255.98 021213 N 0481.0 0008 469.43 022513 N 0482.0 0009 883.81 022713 N 0483.0 0010 3,905.00 020413 N 0478.2 0011 5,531.47 020613 N 0479.2 0012 5,296.98 020713 N 0480.2 0013 1,627.65 020713 N 0480.3 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 10/27/14 EST. NO.44 TIME 10:47 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 --------------------------------------------------------------------------- 0014 1,491.50 040513 N 0687.0 0015 130.37 040813 N 0693.0 0016 112.19 041013 N 0694.1 0017 588.24 041113 N 0695.1 0018 179.22 041013 N 0694.2 0019 201.03 041113 N 0695.2 0020 928.50 041613 Y 0718.1 0021 489.50 020413 N 0478.3 0022 260.96 020613 N 0479.3 0023 76.35 022513 N 0482.1 0024 114.51 040513 N 0687.1 118 0009 1,145.32 E.W. @ F.A.(+) 082914 N 9 0 120 0013 4,295.02 E.W. @ F.A.(+) 110613 N 1418.0 124 0004 632.50 E.W. @ F.A.(+) 060914 N 1715.2 0018 764.97 060414 N 1741.3 0019 14,464.82 062214 N 1761.1 0020 1,119.34 062314 N 1762.1 0021 1,836.18 062514 N 1763.1 458,992.01 TOTAL THIS ESTIMATE 10,404,051.01 TOTAL PREVIOUS ESTIMATE 10,863,043.02 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 10/27/14 EST. NO.44 TIME 10:47 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 STR STEEL INSPECTION -5,000.00 21 MISS ANNUAL CEM-4401 -10,000.00 23 RECD ANNUAL CEM-4401 10,000.00 24 CIDH LTR -100.08 27 PCC REJECTION3/2/13 -1,150.00 27 ITEM 131 HMA -31,185.00 36 ITEM 140 TACK COAT -1.00 36 ITEM 57 COLD PLANE -6,962.50 36 REL ITEM 131 HMA 31,185.00 41 REL ITEM 140 TACK 1.00 41 REL ITEM 57 COLD 6,962.50 41 0.00 -6,250.08 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 MISS PAYROLLS -10,000.00 20 MISS PAYROLLS -10,000.00 21 MISS PAYROLLS -10,000.00 22 MISS PAYROLLS -10,000.00 23 MISS PAYROLLS -10,000.00 24 MISS PAYROLLS -10,000.00 26 RECD PAYROLLS #23 10,000.00 27 RECD PAYROLLS #21 10,000.00 28 MISSING PAYROLL -10,000.00 29 MISS PAYROLLS -10,000.00 30 RECD PAYROLLS 10,000.00 31 RECD PAYROLLS #14/18 20,000.00 32 RECD PAYROLLS #20/22 20,000.00 32 MISS PAYROLLS -10,000.00 33 MISS PAYROLLS -5,000.00 34 MISS PAYROLLS -10,000.00 35 MISS PAYROLLS -10,000.00 36 MISS PAYROLLS -2,500.00 37 MISS PAYROLLS -2,500.00 38 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/27/14 EST. NO.44 TIME 10:47 AM R.E. NAME: MUTUTWA, PETER 05-0161E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PAYROLLS -2,500.00 39 0.00 -82,500.00 TOTAL DEDUCTIONS 0.00 -88,750.08 PROGRAM CAS145 PAGE 1 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 002 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 39.000 171,600.00 745.000 3,278,000 003 TEMPORARY FENCE (TYPE ESA) M 5.0000 54,000.00 11,758.836 58,794 004 600 MM TEMPORARY CULVERT M 150.0000 198,000.00 1,071.688 160,753 005 750 MM TEMPORARY CULVERT M 250.0000 5,250.00 21.340 5,335 006 900 MM TEMPORARY CULVERT M 350.0000 7,000.00 17.700 6,195 007 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.970 97,000 008 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.830 2,905 PREVENTION PLAN 009 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 010 TEMPORARY FIBER ROLL M 7.0000 290,500.00 24,493.760 171,456 011 TEMPORARY SILT FENCE M 9.0000 68,400.00 13,662.237 122,960 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 31.000 77,500 013 TEMPORARY COVER M2 0.7000 36,050.00 11,296.060 7,907 014 TEMPORARY CHECK DAM M 12.0000 27,000.00 4,373.520 52,482 015 MOVE-IN/MOVE-OUT EA 1,200.0000 43,200.00 7.000 8,400 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 57,600.00 198.000 31,680 017 TEMPORARY HYDRAULIC MULCH M2 0.9000 163,800.00 485,131.276 436,618 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 200,000.0000 200,000.00 0.010 2,000.00 0.980 196,000 019 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 18,000.00 87.000 17,400 020 600 MM TEMPORARY FLARED END SECTION EA 400.0000 6,800.00 10.000 4,000 021 750 MM TEMPORARY FLARED END SECTION EA 200.0000 400.00 2.000 400 022 1200 MM TEMPORARY RISER M 500.0000 1,700.00 3.400 1,700 PROGRAM CAS145 PAGE 2 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 30.000 15,000 024 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,600.0000 40,000.00 6.000 9,600 026 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.748 18,700 027 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.970 776,000 028 TYPE III BARRICADE EA 50.0000 9,500.00 218.000 10,900 029 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 24,600.00 908.000 18,160 030 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 19,500.00 10.000 15,000 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.790 7,900 032 TEMPORARY RAILING (TYPE K) M 10.0000 251,000.00 25,648.850 256,488 033 TEMPORARY CRASH CUSHION MODULE EA 175.0000 101,500.00 758.000 132,650 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 22,260.00 15,846.870 22,185 STRIPE (HAZARDOUS WASTE) 035 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 45,000.0000 45,000.00 0.970 43,650 036 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 1.000 4,000 037 ABANDON CULVERT M 8.0000 4,640.00 113.100 904.80 595.612 4,764 038 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0 039 REMOVE FENCE M 9.0000 87,930.00 10,356.200 93,205 040 REMOVE GATE EA 400.0000 2,400.00 7.000 2,800 041 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 463.576 11,589 042 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 20,000.00 45.900 1,147.50 1,091.703 27,292 043 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 38,400.00 35,779.770 42,935 044 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 2,700.00 218.140 7,853 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,480.00 20,100.312 24,120 046 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 9,720.00 390.570 14,060 047 REMOVE PAVEMENT MARKER EA 1.0000 6,370.00 3,100.000 3,100.00 8,929.000 8,929 048 REMOVE ROADSIDE SIGN EA 100.0000 20,000.00 1.000 100.00 178.000 17,800 049 REMOVE CULVERT M 45.0000 80,550.00 -56.500 -2,542.50 953.633 42,913 PROGRAM CAS145 PAGE 3 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 300.0000 12,300.00 37.000 11,100 051 REMOVE HEADWALL EA 500.0000 6,000.00 10.000 5,000 052 REMOVE MANHOLE EA 500.0000 4,500.00 9.000 4,500 053 RESET ROADSIDE SIGN EA 200.0000 1,800.00 2.000 400.00 2.000 400 054 RELOCATE MAILBOX EA 250.0000 11,000.00 52.000 13,000 055 ADJUST MANHOLE EA 2,000.0000 12,000.00 23.000 46,000 056 ADJUST UTILITY COVER TO GRADE EA 750.0000 13,500.00 11.500 8,625 057 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 110,500.00 147.330 368.33 54,519.400 136,298 058 REMOVE CONCRETE DRAINAGE STRUCTURE M3 200.0000 13,600.00 68.000 13,600 059 REMOVE CONCRETE BARRIER M 50.0000 149,000.00 2,910.500 145,525 060 REMOVE ROCK SLOPE PROTECTION M3 50.0000 2,050.00 1.000 50 061 CAP INLET EA 500.0000 1,000.00 1.000 500 062 450 MM CURED-IN-PLACE PIPELINER M 600.0000 66,000.00 36.900 22,140 063 600 MM CURED-IN-PLACE PIPELINER M 800.0000 41,600.00 98.430 78,744 064 750 MM CURED-IN-PLACE PIPERLINER M 3,000.0000 36,000.00 28.060 84,180 065 900 MM CURED-IN-PLACE PIPERLINER M 900.0000 36,000.00 40.540 36,486 066 REMOVE CRASH CUSHION EA 150.0000 2,250.00 14.000 2,100 067 BRIDGE REMOVAL (PORTION) LS 55,000.0000 55,000.00 1.000 55,000 068 CLEARING AND GRUBBING HA 5,000.0000 350,000.00 69.000 345,000 069 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.790 39,500 070 ROADWAY EXCAVATION M3 5.0000 5,150,000.00 1,031,819.640 5,159,098 071 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 072 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 228,250.00 4,565.000 228,250 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 78,500.00 1,570.000 78,500 (F) 074 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 60.0000 18,780.00 313.000 18,780 (F) 075 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 120.0000 57,000.00 475.000 57,000 (F) 076 SAND BEDDING M3 250.0000 9,250.00 78.900 19,725 PROGRAM CAS145 PAGE 4 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 168,000.00 2,800.000 168,000 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 84,695.00 1,303.000 84,695 (F) 079 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 300.0000 6,900.00 23.000 6,900 (F) 080 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 320.0000 13,760.00 43.000 13,760 (F) 081 SAND BACKFILL M3 230.0000 34,500.00 23.320 5,363.60 155.120 35,677 082 LEAN CONCRETE BACKFILL M3 200.0000 13,000.00 65.000 13,000 (F) 083 DITCH EXCAVATION M3 50.0000 1,850.00 0.000 0 084 EARTH RETAINING STRUCTURE M2 400.0000 608,000.00 1,520.000 608,000 (F) 085 SOIL NAIL ASSEMBLY M 54.0000 290,520.00 5,655.000 305,370 086 IMPORTED BORROW M3 9.0000 3,006,000.00 333,999.980 3,005,999 087 HIGHWAY PLANTING LS 54,000.0000 54,000.00 1.000 54,000 088 ROCK BLANKET M2 80.0000 16,000.00 174.500 13,960 089 DUFF M2 1.6000 211,200.00 6,372.000 10,195 090 CHIPPED MATERIAL M2 1.5500 139,500.00 36,887.000 57,174 091 EROSION CONTROL (COMPOST BLANKET) M3 58.0000 303,340.00 11,410.882 661,831 092 EROSION CONTROL (PUNCHED STRAW) M2 1.1000 22,440.00 119,607.046 131,567 093 FIBER ROLLS M 12.0000 40,800.00 1,353.820 16,245 094 COMPOST SOCK M 11.0000 141,900.00 10,602.720 116,629 095 COMPOST (INCORPORATE) M2 2.7000 599,400.00 171,365.033 462,685 096 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 18,000.00 23.000 11,500 097 COMPOST BERM M 9.0000 99,900.00 9,957.830 89,620 098 ROLLED EROSION CONTROL PRODUCT M2 3.5500 415,350.00 136,584.414 484,874 (NETTING) - TYPE A 099 ROLLED EROSION CONTROL PRODUCT M2 6.2500 116,250.00 27,686.938 173,043 (NETTING) - TYPE B 100 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.4000 56,400.00 70,643.402 28,257 SEED MIX 1 101 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.6500 19,890.00 14,126.121 9,181 SEED MIX 2 102 EROSION CONTROL (DRILL SEED) - TYPE 2, M2 0.6500 28,600.00 54,065.930 35,142 SEED MIX 1 103 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.5500 62,150.00 176,267.707 96,947 SEED MIX 1 PROGRAM CAS145 PAGE 5 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.6500 21,125.00 23,140.460 15,041 SEED MIX 2 105 EROSION CONTROL (HYDROSEED) - TYPE 2, M2 0.7500 65,175.00 61,185.040 45,888 SEED MIX 1 106 PLANT (GROUP WP) (WILLOW POLES) EA 13.0000 2,600.00 201.000 2,613 107 LIVE SILTATION M 130.0000 19,500.00 0.000 0 108 BRUSH LAYERING M 400.0000 16,800.00 0.000 0 109 TRANSPLANT TREE EA 1,000.0000 3,000.00 0.000 0 110 EROSION CONTROL (NATIVE GRASS SOD) M2 25.0000 73,750.00 131.760 3,294.00 2,494.872 62,371 111 PLANT (GROUP WC) (WILLOW CUTTINGS) EA 8.0000 17,120.00 2,140.000 17,120 112 EROSION CONTROL ESTABLISHMENT LS 15,000.0000 15,000.00 0.750 11,250 113 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.890 31,150 114 MAINTAIN EXISTING IRRIGATION FACILITIES LS 12,400.0000 12,400.00 1.000 12,400 115 IRRIGATION SYSTEM LS 73,000.0000 73,000.00 0.998 72,854 116 TEMPORARY IRRIGATION SYSTEM LS 167,000.0000 167,000.00 0.900 150,300 117 75 MM GALVANIZED STEEL PIPE M 135.0000 7,560.00 52.000 7,020 (SUPPLY LINE) 118 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 201,000.00 1,005.000 201,000 (F) 119 25 MM PLASTIC PIPE (PR 315) M 10.0000 2,900.00 293.000 2,930 (SUPPLY LINE) 120 WATER METER EA 27,695.0000 27,695.00 1.000 27,695 121 WATER METER (TEMPORARY) EA 117,480.0000 117,480.00 1.000 117,480 122 IRRIGATION SLEEVE M 10.0000 160.00 0.000 0 123 200 MM CORRUGATED HIGH DENSITY M 100.0000 14,000.00 123.000 12,300 POLYETHYLENE PIPE CONDUIT 124 250 MM CORRUGATED HIGH DENSITY M 120.0000 16,800.00 155.000 18,600 POLYETHYLENE PIPE CONDUIT 125 300 MM CORRUGATED HIGH DENSITY M 125.0000 13,750.00 112.100 14,012 POLYETHYLENE PIPE CONDUIT 126 200 MM WELDED STEEL PIPE CONDUIT M 600.0000 13,200.00 20.000 12,000 (6.35 MM THICK) 127 EXTEND 250 MM CONDUIT M 200.0000 800.00 0.000 0 128 FINISHING ROADWAY LS 200,000.0000 200,000.00 0.820 164,000 129 CLASS 2 AGGREGATE BASE M3 25.0000 2,600,000.00 4,938.000 123,450.00 101,561.125 2,539,028 130 LEAN CONCRETE BASE M3 150.0000 871,500.00 4,041.970 606,295 PROGRAM CAS145 PAGE 6 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 HOT MIX ASPHALT TONN 77.0000 11,935,000.00 1,228.950 94,629.15 159,681.510 12,295,476 132 RUMBLE STRIP STA 35.0000 8,400.00 0.000 0 133 DATA CORE LS 14,000.0000 14,000.00 1.000 14,000 134 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 10.0000 32,900.00 3,005.690 30,056 135 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,200.00 1,687.270 16,872 136 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 10.0000 4,800.00 300.400 3,004 137 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 33,100.00 535.300 5,353.00 2,115.900 21,159 138 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 47,900.00 3,224.800 32,248 139 PLACE HOT MIX ASPHALT M2 35.0000 58,800.00 137.700 4,819.50 3,156.331 110,471 (MISCELLANEOUS AREA) 140 TACK COAT TONN 1.0000 290.00 21.435 21 141 CONCRETE PAVEMENT M3 190.0000 1,442,100.00 7,488.740 1,422,860 142 SEAL PAVEMENT JOINT M 16.0000 108,320.00 7,218.650 115,498 143 SEAL LONGITUDINAL ISOLATION JOINT M 27.0000 8,910.00 334.060 9,019 144 FURNISH STEEL PILING (HP 250 X 85) M 120.0000 32,880.00 271.300 32,556 145 DRIVE STEEL PILE (HP 250 X 85) EA 3,800.0000 45,600.00 12.000 45,600 146 STEEL SOLDIER PILE (W 310 X 129) M 150.0000 69,900.00 473.500 71,025 147 STEEL SOLDIER PILE (W 310 X 79) M 86.0000 5,160.00 60.000 5,160 148 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 218,000.00 2,349.960 234,996 PILING (BARRIER) 149 DRILLED HOLE (610 MM) M 90.0000 44,460.00 334.850 30,136 150 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 102,050.00 785.000 102,050 PILING 151 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 165.0000 56,265.00 332.450 54,854 PILING 152 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 175.0000 63,350.00 354.860 62,100 PILING 153 FURNISH PILING (CLASS 900) M 190.0000 482,790.00 2,512.320 477,340 (ALTERNATIVE W) 154 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,200.0000 470,800.00 214.000 470,800 155 FURNISH PILING (CLASS 625) M 123.0000 492,738.00 3,940.430 484,672 (ALTERNATIVE W) 156 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,400.0000 549,600.00 229.000 549,600 157 FURNISH PILING (CLASS 400) M 110.0000 127,820.00 1,173.700 129,107 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,000.0000 97,000.00 98.000 98,000 159 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 280.0000 70,560.00 252.000 70,560 PILING (610 MM) 160 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,500.0000 21,000.00 14.000 21,000 PILE (610 MM) 161 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 1.000 500,000 162 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 430.0000 445,480.00 1,036.000 445,480 (F) 163 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 6,532,200.00 7,654.000 6,544,170 (F) 164 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 718,900.00 1,027.000 718,900 (F) 165 STRUCTURAL CONCRETE, ANCHOR BLOCK M3 3,000.0000 9,000.00 4.500 13,500 (F) TRANSITION 166 STRUCTURAL CONCRETE, BARRIER SLAB M3 575.0000 206,425.00 359.000 206,425 (F) 167 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 588,800.00 736.000 588,800 (F) (TYPE N) 168 CLASS 2 CONCRETE (WINGWALLS) M3 1,900.0000 60,800.00 32.000 60,800 (F) 169 CLASS 2 CONCRETE (BACKFILL) M3 320.0000 28,160.00 88.000 28,160 (F) 170 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 654,000.00 654.000 654,000 (F) 171 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 939,900.00 110.000 143,000.00 724.450 941,785 (F) 172 ARCHITECTURAL TREATMENT M2 170.0000 32,810.00 193.000 32,810 (F) (FRACTURED GRANITE TEXTURE) 173 ARCHITECTURAL TREATMENT M2 38.0000 193,078.00 5,107.000 194,066 (F) (DRYSTACK STONE TEXTURE) 174 DRILL AND BOND DOWEL M 100.0000 5,300.00 53.000 5,300 175 CLEAN EXPANSION JOINT M 95.0000 3,420.00 25.700 2,441 176 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 175.0000 384,125.00 2,195.000 384,125 (F) 177 SOUND WALL (MASONRY BLOCK) M2 175.0000 124,075.00 709.000 124,075 (F) 178 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 25,900.00 36.500 25,550 179 JOINT SEAL ASSEMBLY (MR 90 MM) M 725.0000 8,700.00 10.950 7,938 180 JOINT SEAL (MR 40 MM) M 200.0000 24,800.00 121.900 24,380 181 JOINT SEAL (MR 50 MM) M 260.0000 34,320.00 132.000 34,320 182 BAR REINFORCING STEEL KG 2.5000 33,375.00 13,350.000 33,375 (F) 183 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 2,185,740.00 1,214,300.000 2,185,740 (F) 184 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 167,287.50 74,350.000 167,287 (F) PROGRAM CAS145 PAGE 8 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 178,783.50 102,162.000 178,783 (F) 186 SHOTCRETE M3 625.0000 70,625.00 113.000 70,625 (F) 187 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.0000 491,373.00 54,597.000 491,373 (F) 188 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 54,597.00 41,077.000 41,077 (F) 189 FURNISH LAMINATED PANEL SIGN M2 215.0000 27,950.00 0.000 0 (25.4 MM-TYPE A) 190 FURNISH LAMINATED PANEL SIGN M2 210.0000 1,260.00 5.400 1,134 (25.4 MM-TYPE B) 191 FURNISH LAMINATED PANEL SIGN M2 230.0000 6,440.00 27.540 6,334 (63.5 MM-TYPE B) 192 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 19,550.00 0.270 31.05 126.870 14,590 (1.6 MM-UNFRAMED) 193 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 13,750.00 51.550 6,443 (2.0 MM-UNFRAMED) 194 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 7,200.00 33.690 5,053 (1.6 MM-FRAMED) 195 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 4,200.00 15.170 2,275 (2.0 MM-FRAMED) 196 1524 MM CAST-IN-DRILLED-HOLE M 2,200.0000 173,800.00 79.000 173,800 CONCRETE PILE (SIGN FOUNDATION) 197 METAL (RAIL MOUNTED SIGN) KG 25.0000 11,500.00 0.000 0 198 ROADSIDE SIGN - ONE POST EA 300.0000 84,000.00 13.000 3,900.00 239.000 71,700 199 ROADSIDE SIGN - TWO POST EA 750.0000 18,000.00 2.000 1,500.00 23.000 17,250 200 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 7,600.00 1.000 200.00 26.000 5,200 METHOD) 201 INSTALL ROADSIDE SIGN EA 200.0000 1,000.00 5.000 1,000.00 10.000 2,000 (LAMINATED WOOD BOX POST) 202 TIMBER LAGGING M3 750.0000 57,750.00 77.000 57,750 (F) 203 CLEAN AND PAINT STEEL SOLDIER LS 30,000.0000 30,000.00 1.000 30,000 PILING 204 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 28,000.00 248.230 34,752 205 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 732,250.00 4,511.400 654,153 206 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 27,200.00 165.300 26,448 207 200 MM PLASTIC PIPE M 240.0000 3,360.00 14.000 3,360 208 300 MM REINFORCED CONCRETE PIPE M 100.0000 800.00 5.000 500 (RUBBER GASKET JOINT) 209 375 MM REINFORCED CONCRETE PIPE M 110.0000 3,300.00 31.000 3,410 (RUBBER GASKET JOINT) 210 450 MM REINFORCED CONCRETE PIPE M 120.0000 18,000.00 226.615 27,193 (RUBBER GASKET JOINT) 211 600 MM REINFORCED CONCRETE PIPE M 155.0000 517,700.00 3,608.827 559,368 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 9 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 750 MM REINFORCED CONCRETE PIPE M 210.0000 168,000.00 736.498 154,664 (RUBBER GASKET JOINT) 213 900 MM REINFORCED CONCRETE PIPE M 270.0000 178,200.00 809.840 218,656 (RUBBER GASKET JOINT) 214 1050 MM REINFORCED CONCRETE PIPE M 350.0000 26,600.00 77.000 26,950 (RUBBER GASKET JOINT) 215 1200 MM REINFORCED CONCRETE PIPE M 420.0000 54,600.00 132.000 55,440 (RUBBER GASKET JOINT) 216 1500 MM REINFORCED CONCRETE PIPE M 600.0000 44,400.00 74.000 44,400 (RUBBER GASKET JOINT) 217 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 -251.000 -326,300.00 253.704 329,815 (CLASS III) 218 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,400.0000 406,000.00 -142.500 -199,500.00 147.260 206,164 (CLASS III) 219 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,880.0000 152,280.00 85.990 161,661 (CLASS III) 220 JACKED 1050 MM REINFORCED CONCRETE PIPE M 1,900.0000 285,000.00 146.800 278,920 (CLASS III) 221 300 MM CORRUGATED STEEL PIPE M 170.0000 5,100.00 106.300 18,071 (2.01 MM THICK) 222 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 30,600.00 72.300 13,014 (2.01 MM THICK) 223 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 280.0000 207,200.00 686.068 192,099 (2.77 MM THICK) 224 300 MM ENTRANCE TAPER EA 250.0000 3,750.00 7.000 1,750 225 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 58,400.00 77.830 62,264 (2.77 MM THICK) 226 1200 MM CORRUGATED STEEL PIPE RISER M 1,500.0000 24,000.00 12.080 18,120 (2.77 MM THICK) 227 WELDED STEEL PIPE CASING (BRIDGE) M 150.0000 14,400.00 120.000 18,000 228 1500 MM WELDED STEEL PIPE M 2,400.0000 40,800.00 0.000 0 (9.53 MM THICK) 229 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 8,000.00 18.000 7,200 230 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 60,000.00 94.000 47,000 231 750 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 6.000 3,600 232 900 MM ALTERNATIVE FLARED END SECTION EA 750.0000 7,500.00 9.000 6,750 233 1200 MM ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 2.000 3,200 234 MANHOLE (TYPE SO) EA 4,000.0000 8,000.00 3.000 12,000 235 MANHOLE (TYPE A) EA 3,000.0000 30,000.00 10.000 30,000 236 MANHOLE (TYPE B) EA 6,000.0000 120,000.00 20.000 120,000 237 MINOR CONCRETE (BACKFILL) M3 200.0000 7,800.00 38.500 7,700 238 ROCK SLOPE PROTECTION M3 80.0000 649,600.00 6,358.660 508,692 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 240 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 141,000.00 1,106.420 110,642 241 SLOPE PAVING (CONCRETE) M3 800.0000 254,400.00 335.200 268,160 (F) (EXPOSED AGGREGATE) 242 ROCK SLOPE PROTECTION FABRIC M2 1.0000 19,300.00 13,218.400 13,218 243 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 1,144,000.00 2,807.683 1,544,225 CONSTRUCTION) 244 MINOR CONCRETE (EXPOSED AGGREGATE M2 50.0000 83,500.00 2,869.310 143,465 CONCRETE) 245 MINOR CONCRETE (GUTTER) M 75.0000 34,350.00 551.100 41,332 (F) 246 MISCELLANEOUS IRON AND STEEL KG 3.0000 142,989.00 12,607.920 37,823.76 47,771.000 143,313 (F) 247 MANHOLE FRAME AND COVER EA 1,000.0000 23,000.00 20.000 20,000 248 MANHOLE FRAME AND GRATE EA 1,000.0000 9,000.00 7.000 7,000 249 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 49,480.00 2,474.000 49,480 (F) 250 WELL DEVELOPMENT LS 5,000.0000 5,000.00 1.000 5,000 251 TESTING WELL HR 200.0000 2,000.00 10.000 2,000 252 DRILL PILOT HOLE M 150.0000 15,000.00 100.000 15,000 253 REAMING WATER WELL M 325.0000 32,500.00 100.580 32,688 254 CONDUCTOR CASING M 315.0000 5,040.00 15.240 4,800 255 BLANK WELL CASING M 120.0000 11,760.00 97.540 11,704 256 WELL SCREEN M 430.0000 5,160.00 12.190 5,241 257 WATER SUPPLY SYSTEM LS 20,000.0000 20,000.00 0.790 15,800 258 MOBILIZATION, DEMOBILIZATION, LS 6,000.0000 6,000.00 0.900 5,400 AND FINAL CLEANUP 259 FENCE (TYPE BW, METAL POST) M 15.5000 86,025.00 5,818.040 90,179 260 CHAIN LINK FENCE (TYPE CL-1.8) M 32.5000 272,675.00 7,244.750 235,454 261 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 600.00 8.000 4,800 262 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 835.0000 80,160.00 63.000 52,605 263 DELINEATOR (CLASS 1) EA 20.0000 8,400.00 302.000 6,040.00 302.000 6,040 264 CONCRETE BARRIER MARKER EA 20.0000 4,400.00 178.000 3,560.00 238.000 4,760 265 OBJECT MARKER EA 25.0000 900.00 2.000 50.00 2.000 50 PROGRAM CAS145 PAGE 11 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 METAL BEAM GUARD RAILING (STEEL POST) M 58.0000 384,540.00 893.410 51,817.78 6,659.225 386,235 267 VEGETATION CONTROL (MINOR CONCRETE) M2 45.0000 504,000.00 261.000 11,745.00 5,124.150 230,586 268 CHAIN LINK RAILING (TYPE 7) M 170.0000 100,130.00 589.000 100,130 (F) (BLACK VINYL-COATED) 269 CONCRETE BARRIER (TYPE 26 MODIFIED) M 550.0000 324,500.00 590.000 324,500 (F) 270 CONCRETE BARRIER (TYPE 27A MODIFIED) M 315.0000 44,415.00 141.000 44,415 (F) 271 CONCRETE BARRIER (TYPE 27 MODIFIED) M 400.0000 26,800.00 67.000 26,800 (F) 272 DOUBLE METAL BEAM GUARD RAILING M 106.0000 11,660.00 107.000 11,342 (STEEL POST) 273 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 160.0000 9,600.00 60.960 9,753.60 60.960 9,753 274 CABLE RAILING M 30.0000 21,750.00 725.000 21,750 (F) 275 TRANSITION RAILING (TYPE WB) EA 3,650.0000 80,300.00 2.000 7,300.00 17.000 62,050 276 END ANCHOR ASSEMBLY (TYPE SFT) EA 530.0000 10,070.00 4.000 2,120.00 21.000 11,130 277 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 10.000 30,000 278 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 48,400.00 4.000 8,800.00 19.000 41,800 279 CONCRETE BARRIER (TYPE 60) M 115.0000 335,800.00 218.000 25,070.00 2,668.910 306,924 280 CONCRETE BARRIER (TYPE 60C) M 142.0000 147,680.00 1,434.300 203,670 281 CONCRETE BARRIER (TYPE 60D) M 200.0000 59,200.00 296.000 59,200 (F) 282 CONCRETE BARRIER (TYPE 60S) M 138.0000 37,260.00 70.000 9,660 283 CONCRETE BARRIER (TYPE 60SC) M 140.0000 355,600.00 2,635.000 368,900 284 CONCRETE BARRIER (TYPE 60SE) M 675.0000 28,350.00 42.000 28,350 285 CONCRETE BARRIER M 280.0000 214,480.00 766.000 214,480 (F) (TYPE 732 MODIFIED) 286 CONCRETE BARRIER (TYPE 736A) M 285.0000 9,690.00 34.000 9,690 287 CONCRETE BARRIER (TYPE 736 MODIFIED) M 270.0000 89,370.00 331.000 89,370 (F) 288 CONCRETE BARRIER (TYPE 736B) M 420.0000 75,600.00 171.000 71,820 289 CONCRETE BARRIER (TYPE 736SV) M 310.0000 223,200.00 708.000 219,480 290 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 39,900.00 52.400 1,834.00 1,121.880 39,265 291 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 34,125.00 9,399.420 6,109.62 31,580.540 20,527 (SPRAYABLE) 292 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,720.00 295.050 354.06 20,801.640 24,961 PROGRAM CAS145 PAGE 12 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 21,540.00 833.920 2,501.76 4,934.040 14,802 294 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,760.00 1,652.370 6,609.48 2,476.020 9,904 (BROKEN 3.66 M - 0.92 M) 295 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 174.700 174 (BROKEN 1.83 M - 0.30 M) 296 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 20,100.00 6,091.130 6,091.13 17,039.180 17,039 (BROKEN 10.98 M - 3.66 M) 297 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,910.00 190.500 190.50 2,494.660 2,494 (BROKEN 5.18 M - 2.14 M) 298 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 49,665.00 8,536.530 4,695.09 85,193.910 46,856 299 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 16,200.00 321.540 14,469 300 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,100.00 2,994.000 5,988.00 7,414.000 14,828 301 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 35,400.00 1,326.000 3,978.00 11,704.000 35,112 302 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 303 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.970 116,400 304 SIGNAL AND LIGHTING LS 215,000.0000 215,000.00 0.970 208,550 (CITY STREET LOCATION 1) 305 SIGNAL AND LIGHTING LS 155,000.0000 155,000.00 0.030 4,650.00 0.980 151,900 (CITY STREET LOCATION 2) 306 SIGNAL AND LIGHTING LS 130,000.0000 130,000.00 0.980 127,400 (CITY STREET LOCATION 3) 307 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.980 166,600 (CITY STREET LOCATION 4) 308 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.980 147,000 (CITY STREET LOCATION 1) 309 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.650 6,500 (CITY STREET LOCATION 2) 310 REMOVE EXISTING ELECTRICAL SYSTEM LS 11,000.0000 11,000.00 1.000 11,000 311 LIGHTING AND SIGN ILLUMINATION LS 245,000.0000 245,000.00 0.951 232,995 312 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 52,954.00 875.290 50,766 (F) 313 ELECTRIC SERVICE (IRRIGATION) LS 13,000.0000 13,000.00 0.980 12,740 314 BOOSTER PUMP ELECTRICAL SYSTEM LS 39,000.0000 39,000.00 1.000 39,000 315 WELL PUMP ELECTRICAL SYSTEM LS 22,600.0000 22,600.00 1.000 22,600 316 MICROWAVE VEHICLE DETECTION SYSTEM LS 65,000.0000 65,000.00 0.830 53,950.00 0.950 61,750 317 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.030 3,000.00 0.980 98,000 318 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 319 BRIDGE REMOVAL LS 18,000.0000 18,000.00 1.000 18,000 PROGRAM CAS145 PAGE 13 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:47 AM ESTIMATE NO. 44 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 10/20/14 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 301,850.21 67,261,368.22 ADJUSTMENT OF COMPENSATION 0.00 1,743,565.01 EXTRA WORK 458,992.01 9,119,478.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 760,842.22 78,124,411.24 320 MOBILIZATION LS 4,273,716.0000 4,273,716.00 1.000 4,273,716 ORIGINAL CONTRACT AMOUNT 72,271,741.00 TOTAL WORK COMPLETED 760,842.22 82,398,127.24 MATERIALS ON HAND ON SITE 3,198.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -88,750.08 TOTAL 760,842.22 82,312,575.43 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 02/04/15 745 125 98 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MUTUTWA, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/14