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 07/19/13 EST. NO.29 TIME 03:09 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 0077 657.71 E.W. @ F.A.(+) 100311 N 077 0 1195 142.00 061412 N 800197 1196 505.69 061412 N 800198 1200 546.48 062012 N 800211 1201 252.85 062112 N 800212 1202 546.31 062212 N 800213 1296 194.70 030812 N 809102 1300 924.00 071512 N 0118.0 1310 260.74 102512 N 0157.2 1314-2 680.66 081412 N 0357.0 DAO CORRECTING ENTRY 1314-3 -680.66 081412 N 0357.0 DAO CORRECTING ENTRY 1326 2,011.16 111512 N 0492.0 1337 97.91 091112 N 0585.0 1351 885.50 051512 N 0618.0 1361 2,917.13 091712 N 0704.0 1362 2,197.38 100112 N 0705.0 1366 4,390.87 020413 N 0469.1 1367 367.31 042913 N 0729.0 1396 948.75 092211 N 0845.0 1397 156.11 051413 N 0807.2 1398 1,146.11 052013 N 0816.2 1420 2,876.57 070212 N SW-029 1425 1,322.13 021013 N 0352.1 1426 1,298.07 021013 N 0353.1 1427 1,298.07 021413 N 0428.1 1428 1,298.07 022113 N 0429.1 1429 1,298.07 022213 N 0467.1 1430 1,298.07 030113 N 0537.1 1431 1,298.07 030813 N 0568.1 1432 1,298.07 031513 N 0587.1 1433 1,298.07 032813 N 0625.1 1434 1,322.24 040413 N 0670.1 1435 1,322.24 041113 N 0700.1 1436 1,322.24 041813 N 0709.1 1437 1,322.24 042513 N 0747.1 1438 1,322.24 050213 N 0748.1 007 0126 721.60 E.W. @ F.A.(+) 061512 N 0570.0 0127 721.60 061812 N 0571.0 0131 7,666.09 061812 N 0571.1 008 0055 857.89 E.W. @ F.A.(+) 080112 N 0209.1 0059 2,743.50 110811 N 0213.0 0069 4,755.42 072511 N 0251.0 0085 1,112.79 071211 N 0268.0 0090 94.80 071312 N 0273.0 0096 411.80 072711 N 0252.2 009 0005-1 -5,000.00 E.W. @ F.A.(+) 011413 N 0526.0 DAO CORRECTING ENTRY 0005-2 2,500.00 011413 N 0526.0 DAO CORRECTING ENTRY 023 0095-4 801.46 E.W. @ F.A.(+) 031512 N 0232.2 DAO CORRECTING ENTRY 0095-5 -801.46 031512 N 0232.2 DAO CORRECTING ENTRY 0095-6 801.46 031512 N 0232.2 DAO CORRECTING ENTRY 0095-7 -801.46 031512 N 0232.2 DAO CORRECTING ENTRY 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 07/19/13 EST. NO.29 TIME 03:09 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 --------------------------------------------------------------------------- 0095-8 801.46 031512 N 0232.2 DAO CORRECTING ENTRY 0126 323.36 022813 N 894846 038 0002 631.05 E.W. @ F.A.(+) 051112 N 811201 0003 741.77 051412 N 811202 042 0005 446.39 E.W. @ F.A.(+) 010713 N 0363.0 0006 260.76 010713 N 0363.1 067 0085 838.09 E.W. @ F.A.(+) 071712 Y 5080.0 0098 600.80 031212 N 807602 0155 3,198.74 121312 N 0046.0 0267 269.28 032212 N 0287.2 0271-2 52.80 042712 N 0297.2 DAO CORRECTING ENTRY 0271-3 -52.80 042712 N 0297.2 DAO CORRECTING ENTRY 0399-1 -2,317.16 070512 N 0635.0 DAO CORRECTING ENTRY 0401-1 -2,317.19 072312 N 0637.0 DAO CORRECTING ENTRY 076 0002 1,319.42 E.W. @ F.A.(+) 051712 N 810402 0003 1,587.64 051812 N 810403 0004 1,533.22 052112 N 810404 0005 1,818.33 052212 N 810405 0006 1,515.55 052312 N 810406 0007 5,663.70 052512 N 810407 0008 7,486.69 052912 N 810408 0009 694.54 053012 N 810409 0010 2,364.15 053112 N 810410 0012 414.19 060112 N 810412 0013 119.76 100912 N 0018.0 0015 3,906.85 101112 N 0020.0 0016 1,627.75 101212 N 0021.0 0017 1,828.47 101712 N 0022.0 0018 637.27 110212 N 0023.0 0019 696.19 102012 N 0024.0 0020 3,588.57 082012 N 0173.1 0021 3,337.69 082112 N 0174.1 0022 1,498.37 082212 N 0175.1 0023 2,392.89 100912 N 0176.1 0024 2,551.44 101812 N 0177.1 0027 442.27 110912 N 0180.1 0028 188.42 112012 N 0181.0 0029 6,980.13 103012 N 0304.0 0030 243.38 101112 N 0020.1 0033 1,689.96 082112 N 0174.2 0034 212.59 082212 N 0175.2 0035 330.00 101812 N 0177.2 0037 665.06 010713 N 0385.0 0038 838.16 011113 N 0386.0 0039 1,329.54 011713 N 0387.0 0042 786.02 111612 Y 5114.0 0043 2,118.66 021113 N 0472.1 0045 4,138.20 052512 N 0579.0 0046 919.60 052912 N 0580.0 0049 217.80 101112 N 0020.2 077 0001-1 -481.71 E.W. @ F.A.(+) 042712 N 809901 DAO CORRECTING ENTRY 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 07/19/13 EST. NO.29 TIME 03:09 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 --------------------------------------------------------------------------- 0001-2 481.71 042712 N 809901 DAO CORRECTING ENTRY 0043 4,779.29 010813 N 0403.0 0044 1,112.11 010913 N 0450.0 0045 1,782.29 061112 N 0583.0 0046 81.62 060112 N 0584.0 080 0021 403.98 E.W. @ F.A.(+) 101712 N 0346.0 0034 231.81 080812 N 0795.0 0035 497.55 080912 N 0796.0 0039 363.31 082112 N 0800.0 0041 69.14 083012 N 0520.3 088 0003 240.68 E.W. @ F.A.(+) 082912 N 0040.0 0004 1,760.36 082912 N 0149.0 0005 92.51 081712 N 0573.0 094 0013 19,795.50 E.W. @ F.A.(+) 040413 N 816013 095 0011 1,011.13 E.W. @ F.A.(+) 082112 N 0794.0 098 0002 1,531.03 E.W. @ F.A.(+) 082112 N 0037.0 0005 791.78 091912 N 0043.0 0015 9,807.60 110512 N 0281.0 104 0001 4,274.08 E.W. @ F.A.(+) 121012 N 0003.0 0003 1,010.59 110512 N 0039.0 0004 7,313.17 103112 N 0071.0 0005 7,676.15 121412 N 0163.0 0008 365.75 103112 N 0311.1 0010 2,211.06 010913 N 0394.1 0012 365.35 010913 N 0394.2 0016 244.03 030813 N 0566.0 0017 3,614.92 031213 N 0567.0 0018 1,308.73 031313 N 0576.0 0019 1,290.72 031513 N 0577.0 0024 1,066.80 070512 N 0677.0 0025 351.30 070612 N 0678.0 0026 1,050.01 070912 N 0679.0 0027 1,421.58 061412 N 0675.0 0028 1,430.41 061512 N 0676.0 0040 750.55 080112 N 0820.0 0041 1,557.65 080212 N 0821.0 0043 2,162.14 081412 N 0823.0 0044 1,716.60 081512 N 0824.0 213,621.76 TOTAL THIS ESTIMATE 5,822,081.63 TOTAL PREVIOUS ESTIMATE 6,035,703.39 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 07/19/13 EST. NO.29 TIME 03:09 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 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 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 -10,000.00 -80,000.00 TOTAL DEDUCTIONS -10,000.00 -86,250.08 PROGRAM CAS145 PAGE 1 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.600 3,000 002 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 19.000 83,600.00 464.000 2,041,600 003 TEMPORARY FENCE (TYPE ESA) M 5.0000 54,000.00 11,486.796 57,433 004 600 MM TEMPORARY CULVERT M 150.0000 198,000.00 1,065.588 159,838 005 750 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 0.170 17,000.00 0.790 79,000 008 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 24,470.900 171,296 011 TEMPORARY SILT FENCE M 9.0000 68,400.00 13,650.657 122,855 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 31.000 77,500 013 TEMPORARY COVER M2 0.7000 36,050.00 10,239.760 7,167 014 TEMPORARY CHECK DAM M 12.0000 27,000.00 4,363.890 52,366 015 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 57,600.00 191.000 30,560 017 TEMPORARY HYDRAULIC MULCH M2 0.9000 163,800.00 427,381.750 384,643 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 200,000.0000 200,000.00 0.172 34,400.00 0.790 158,000 019 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 18,000.00 1.000 200.00 80.000 16,000 020 600 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 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.000 13,000 024 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 0.000 0 026 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 0.172 137,600.00 0.790 632,000 028 TYPE III BARRICADE EA 50.0000 9,500.00 9.000 450.00 114.000 5,700 029 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 24,600.00 136.000 2,720.00 820.000 16,400 030 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 19,500.00 4.000 6,000 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.172 1,720.00 0.790 7,900 032 TEMPORARY RAILING (TYPE K) M 10.0000 251,000.00 414.530 4,145.30 20,025.114 200,251 033 TEMPORARY CRASH CUSHION MODULE EA 175.0000 101,500.00 78.000 13,650.00 579.000 101,325 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 22,260.00 11,246.470 15,745 STRIPE (HAZARDOUS WASTE) 035 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 45,000.0000 45,000.00 0.170 7,650.00 0.790 35,550 036 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 1.000 4,000 037 ABANDON CULVERT M 8.0000 4,640.00 289.812 2,318 038 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0 039 REMOVE FENCE M 9.0000 87,930.00 830.450 7,474.05 9,040.000 81,360 040 REMOVE GATE EA 400.0000 2,400.00 6.000 2,400 041 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 402.616 10,065 042 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 20,000.00 1,045.803 26,145 043 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 38,400.00 1,763.000 2,115.60 14,407.190 17,288 044 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 2,700.00 35.100 1,263.60 90.200 3,247 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,480.00 16,627.632 19,953 046 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 9,720.00 356.750 12,843 047 REMOVE PAVEMENT MARKER EA 1.0000 6,370.00 2,873.000 2,873 048 REMOVE ROADSIDE SIGN EA 100.0000 20,000.00 21.000 2,100.00 124.000 12,400 049 REMOVE CULVERT M 45.0000 80,550.00 63.058 2,837.61 692.000 31,140 PROGRAM CAS145 PAGE 3 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.000 6,900 051 REMOVE HEADWALL EA 500.0000 6,000.00 1.000 500.00 8.000 4,000 052 REMOVE MANHOLE EA 500.0000 4,500.00 9.000 4,500 053 RESET ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0 054 RELOCATE MAILBOX EA 250.0000 11,000.00 35.000 8,750 055 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 31,313.460 78,283 058 REMOVE CONCRETE DRAINAGE STRUCTURE M3 200.0000 13,600.00 68.000 13,600 059 REMOVE CONCRETE BARRIER M 50.0000 149,000.00 1,924.200 96,210 060 REMOVE ROCK SLOPE PROTECTION M3 50.0000 2,050.00 1.000 50 061 CAP INLET EA 500.0000 1,000.00 2.000 1,000 062 450 MM CURED-IN-PLACE PIPELINER M 600.0000 66,000.00 0.000 0 063 600 MM CURED-IN-PLACE PIPELINER M 800.0000 41,600.00 0.000 0 064 750 MM CURED-IN-PLACE PIPERLINER M 3,000.0000 36,000.00 0.000 0 065 900 MM CURED-IN-PLACE PIPERLINER M 900.0000 36,000.00 0.000 0 066 REMOVE CRASH CUSHION EA 150.0000 2,250.00 8.000 1,200 067 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 0.253 12,650.00 0.790 39,500 070 ROADWAY EXCAVATION M3 5.0000 5,150,000.00 35,000.000 175,000.00 1,023,853.640 5,119,268 071 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 072 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 228,250.00 4,215.500 210,775 (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 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,551.400 153,084 (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 0.000 0 (F) 080 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 320.0000 13,760.00 3.000 960 (F) 081 SAND BACKFILL M3 230.0000 34,500.00 62.240 14,315 082 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 5,947.760 53,529.84 339,942.140 3,059,479 087 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.818 44,172 088 ROCK BLANKET M2 80.0000 16,000.00 0.000 0 089 DUFF M2 1.6000 211,200.00 6,372.000 10,195 090 CHIPPED MATERIAL M2 1.5500 139,500.00 35,345.000 54,784 091 EROSION CONTROL (COMPOST BLANKET) M3 58.0000 303,340.00 986.616 57,223.73 5,168.723 299,785 092 EROSION CONTROL (PUNCHED STRAW) M2 1.1000 22,440.00 33,022.350 36,324 093 FIBER ROLLS M 12.0000 40,800.00 1,353.820 16,245 094 COMPOST SOCK M 11.0000 141,900.00 4,493.570 49,429 095 COMPOST (INCORPORATE) M2 2.7000 599,400.00 6,248.000 16,869.60 70,755.060 191,038 096 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 18,000.00 1.000 500.00 14.000 7,000 097 COMPOST BERM M 9.0000 99,900.00 6,424.630 57,821 098 ROLLED EROSION CONTROL PRODUCT M2 3.5500 415,350.00 4,307.430 15,291.38 81,427.360 289,067 (NETTING) - TYPE A 099 ROLLED EROSION CONTROL PRODUCT M2 6.2500 116,250.00 256.410 1,602.56 17,165.370 107,283 (NETTING) - TYPE B 100 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.4000 56,400.00 47,107.660 18,843 SEED MIX 1 101 EROSION CONTROL (DRILL SEED) - TYPE 1, M2 0.6500 19,890.00 4,616.000 3,000 SEED MIX 2 102 EROSION CONTROL (DRILL SEED) - TYPE 2, M2 0.6500 28,600.00 17,887.000 11,626 SEED MIX 1 103 EROSION CONTROL (HYDROSEED) - TYPE 1, M2 0.5500 62,150.00 648.000 356.40 68,621.660 37,741 SEED MIX 1 PROGRAM CAS145 PAGE 5 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,119.460 7,227 SEED MIX 2 105 EROSION CONTROL (HYDROSEED) - TYPE 2, M2 0.7500 65,175.00 3,601.670 2,701.25 35,507.450 26,630 SEED MIX 1 106 PLANT (GROUP WP) (WILLOW POLES) EA 13.0000 2,600.00 133.000 1,729 107 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 73,750.00 780.360 19,509 111 PLANT (GROUP WC) (WILLOW CUTTINGS) EA 8.0000 17,120.00 1,068.000 8,544 112 EROSION CONTROL ESTABLISHMENT LS 15,000.0000 15,000.00 0.004 60.00 0.200 3,000 113 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.270 9,450.00 0.270 9,450 114 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 0.808 58,984 116 TEMPORARY IRRIGATION SYSTEM LS 167,000.0000 167,000.00 0.705 117,735 117 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 201,000.00 918.000 183,600 (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 0.000 0 121 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 79.000 7,900 POLYETHYLENE PIPE CONDUIT 124 250 MM CORRUGATED HIGH DENSITY M 120.0000 16,800.00 81.000 9,720 POLYETHYLENE PIPE CONDUIT 125 300 MM CORRUGATED HIGH DENSITY M 125.0000 13,750.00 59.100 7,387 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 0.470 94,000.00 0.470 94,000 129 CLASS 2 AGGREGATE BASE M3 25.0000 2,600,000.00 449.560 11,239.00 76,078.000 1,901,950 130 LEAN CONCRETE BASE M3 150.0000 871,500.00 2,052.470 307,870 PROGRAM CAS145 PAGE 6 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,935,000.00 872.410 67,175.57 101,484.590 7,814,313 132 RUMBLE STRIP STA 35.0000 8,400.00 0.000 0 133 DATA CORE LS 14,000.0000 14,000.00 0.500 7,000 134 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 10.0000 32,900.00 2,615.390 26,153 135 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 5,200.00 1,605.270 16,052 136 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 10.0000 4,800.00 0.000 0 137 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 33,100.00 115.000 1,150 138 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 47,900.00 347.600 3,476 139 PLACE HOT MIX ASPHALT M2 35.0000 58,800.00 937.235 32,803 (MISCELLANEOUS AREA) 140 TACK COAT TONN 1.0000 290.00 21.435 21 141 CONCRETE PAVEMENT M3 190.0000 1,442,100.00 3,795.000 721,050 142 SEAL PAVEMENT JOINT M 16.0000 108,320.00 4,288.500 68,616 143 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 3,374.170 415,022 (ALTERNATIVE W) 156 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,400.0000 549,600.00 193.000 463,200 157 FURNISH PILING (CLASS 400) M 110.0000 127,820.00 1,173.700 129,107 (ALTERNATIVE W) PROGRAM CAS145 PAGE 7 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.878 439,000 162 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 430.0000 445,480.00 972.500 418,175 (F) 163 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 6,532,200.00 6,950.750 5,942,891 (F) 164 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 718,900.00 1,026.600 718,620 (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 588,800.00 243.000 194,400.00 631.000 504,800 (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 6.250 8,125.00 486.510 632,463 (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 4,935.550 187,550 (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 0.000 0 179 JOINT SEAL ASSEMBLY (MR 90 MM) M 725.0000 8,700.00 0.000 0 180 JOINT SEAL (MR 40 MM) M 200.0000 24,800.00 66.900 13,380 181 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 3,958.900 9,897 (F) 183 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 2,185,740.00 1,159,761.200 2,087,570 (F) 184 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 167,287.50 74,350.000 167,287 (F) PROGRAM CAS145 PAGE 8 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 491,373.00 560.000 5,040 (F) 188 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 54,597.00 0.000 0 (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 0.000 0 (25.4 MM-TYPE B) 191 FURNISH LAMINATED PANEL SIGN M2 230.0000 6,440.00 0.000 0 (63.5 MM-TYPE B) 192 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 19,550.00 10.080 1,159.20 60.000 6,900 (1.6 MM-UNFRAMED) 193 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 13,750.00 2.880 360.00 7.400 925 (2.0 MM-UNFRAMED) 194 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 7,200.00 10.170 1,525 (1.6 MM-FRAMED) 195 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 4,200.00 0.000 0 (2.0 MM-FRAMED) 196 1524 MM CAST-IN-DRILLED-HOLE M 2,200.0000 173,800.00 43.580 95,876 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 87.000 26,100 199 ROADSIDE SIGN - TWO POST EA 750.0000 18,000.00 2.000 1,500.00 5.000 3,750 200 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 7,600.00 24.000 4,800 METHOD) 201 INSTALL ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0 (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 28,000.00 170.230 23,832 205 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 732,250.00 2,886.450 418,535 206 900 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 517,700.00 131.223 20,339.57 2,558.000 396,490 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 9 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 37.000 7,770.00 736.498 154,664 (RUBBER GASKET JOINT) 213 900 MM REINFORCED CONCRETE PIPE M 270.0000 178,200.00 395.560 106,801 (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 897,000.00 412.604 536,385 (CLASS III) 218 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,400.0000 406,000.00 289.760 405,664 (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 58.000 9,860 (2.01 MM THICK) 222 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 30,600.00 43.000 7,740 (2.01 MM THICK) 223 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 280.0000 207,200.00 564.000 157,920 (2.77 MM THICK) 224 300 MM ENTRANCE TAPER EA 250.0000 3,750.00 6.000 1,500 225 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 58,400.00 1.330 1,064.00 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 48.000 7,200.00 96.000 14,400 228 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 3.000 1,500.00 60.000 30,000 231 750 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 7.000 5,250 233 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 7.000 21,000 236 MANHOLE (TYPE B) EA 6,000.0000 120,000.00 15.000 90,000 237 MINOR CONCRETE (BACKFILL) M3 200.0000 7,800.00 28.400 5,680 238 ROCK SLOPE PROTECTION M3 80.0000 649,600.00 161.200 12,896.00 5,240.680 419,254 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,084.220 108,422 241 SLOPE PAVING (CONCRETE) M3 800.0000 254,400.00 112.000 89,600 (F) (EXPOSED AGGREGATE) 242 ROCK SLOPE PROTECTION FABRIC M2 1.0000 19,300.00 418.400 418.40 11,335.860 11,335 243 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 1,144,000.00 1.658 911.90 2,208.179 1,214,498 CONSTRUCTION) 244 MINOR CONCRETE (EXPOSED AGGREGATE M2 50.0000 83,500.00 813.000 40,650 CONCRETE) 245 MINOR CONCRETE (GUTTER) M 75.0000 34,350.00 551.100 41,332 (F) 246 MISCELLANEOUS IRON AND STEEL KG 3.0000 142,989.00 108.000 324.00 26,510.000 79,530 (F) 247 MANHOLE FRAME AND COVER EA 1,000.0000 23,000.00 17.000 17,000 248 MANHOLE FRAME AND GRATE EA 1,000.0000 9,000.00 6.000 6,000 249 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 0.090 1,800.00 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 86,025.00 216.800 3,360.40 2,103.040 32,597 260 CHAIN LINK FENCE (TYPE CL-1.8) M 32.5000 272,675.00 601.400 19,545.50 3,795.750 123,361 261 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 600.00 1.000 600.00 6.000 3,600 262 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 835.0000 80,160.00 4.000 3,340.00 20.000 16,700 263 DELINEATOR (CLASS 1) EA 20.0000 8,400.00 0.000 0 264 CONCRETE BARRIER MARKER EA 20.0000 4,400.00 0.000 0 265 OBJECT MARKER EA 25.0000 900.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,289.880 132,813 267 VEGETATION CONTROL (MINOR CONCRETE) M2 45.0000 504,000.00 2,227.700 100,246 268 CHAIN LINK RAILING (TYPE 7) M 170.0000 100,130.00 136.000 23,120 (F) (BLACK VINYL-COATED) 269 CONCRETE BARRIER (TYPE 26 MODIFIED) M 550.0000 324,500.00 136.000 74,800 (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 0.000 0 (STEEL POST) 273 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 160.0000 9,600.00 0.000 0 274 CABLE RAILING M 30.0000 21,750.00 574.300 17,229 (F) 275 TRANSITION RAILING (TYPE WB) EA 3,650.0000 80,300.00 10.000 36,500 276 END ANCHOR ASSEMBLY (TYPE SFT) EA 530.0000 10,070.00 8.000 4,240 277 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 4.000 12,000 278 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 48,400.00 11.000 24,200 279 CONCRETE BARRIER (TYPE 60) M 115.0000 335,800.00 780.010 89,701 280 CONCRETE BARRIER (TYPE 60C) M 142.0000 147,680.00 190.300 27,022 281 CONCRETE BARRIER (TYPE 60D) M 200.0000 59,200.00 0.000 0 (F) 282 CONCRETE BARRIER (TYPE 60S) M 138.0000 37,260.00 0.000 0 283 CONCRETE BARRIER (TYPE 60SC) M 140.0000 355,600.00 0.000 0 284 CONCRETE BARRIER (TYPE 60SE) M 675.0000 28,350.00 0.000 0 285 CONCRETE BARRIER M 280.0000 214,480.00 624.000 174,720 (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 37.880 1,325.80 780.560 27,319 291 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 34,125.00 443.500 288.28 8,322.790 5,409 (SPRAYABLE) 292 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,720.00 536.400 643.68 12,861.260 15,433 PROGRAM CAS145 PAGE 12 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,540.00 184.400 553.20 2,738.600 8,215 294 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,760.00 170.460 681 (BROKEN 3.66 M - 0.92 M) 295 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 46.600 46.60 174.700 174 (BROKEN 1.83 M - 0.30 M) 296 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 20,100.00 2,325.330 2,325 (BROKEN 10.98 M - 3.66 M) 297 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,910.00 79.200 79.20 1,819.530 1,819 (BROKEN 5.18 M - 2.14 M) 298 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 49,665.00 1,444.800 794.64 54,993.930 30,246 299 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 16,200.00 7.460 335.70 263.620 11,862 300 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,100.00 2,019.000 4,038 301 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 35,400.00 216.000 648.00 7,040.000 21,120 302 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.302 604 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 0.000 0 (CITY STREET LOCATION 2) 306 SIGNAL AND LIGHTING LS 130,000.0000 130,000.00 0.950 123,500 (CITY STREET LOCATION 3) 307 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.960 163,200 (CITY STREET LOCATION 4) 308 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.960 144,000 (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 0.007 1,715.00 0.741 181,545 312 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 52,954.00 245.000 14,210.00 875.290 50,766 (F) 313 ELECTRIC SERVICE (IRRIGATION) LS 13,000.0000 13,000.00 0.500 6,500 314 BOOSTER PUMP ELECTRICAL SYSTEM LS 39,000.0000 39,000.00 0.750 29,250 315 WELL PUMP ELECTRICAL SYSTEM LS 22,600.0000 22,600.00 0.000 0 316 MICROWAVE VEHICLE DETECTION SYSTEM LS 65,000.0000 65,000.00 0.000 0 317 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.017 1,700.00 0.692 69,200 318 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 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 03:09 PM ESTIMATE NO. 29 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 07/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,149,929.56 51,866,350.59 ADJUSTMENT OF COMPENSATION 0.00 604,195.47 EXTRA WORK 213,621.76 5,431,507.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,363,551.32 57,902,053.98 320 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 1,363,551.32 62,175,769.98 MATERIALS ON HAND ON SITE 717,675.62 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -86,250.08 TOTAL 1,353,551.32 62,807,195.52 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 07/31/14 464 97 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MUTUTWA, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/19/13