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 05/23/13 EST. NO.27 TIME 10:34 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 1091 379.27 E.W. @ F.A.(+) 061912 N 800192 1092 252.85 061812 N 800193 1093 505.69 061512 N 800194 1301 219.15 091112 N 0155.0 1320 146.11 012213 N 0383.0 1321 509.28 012813 N 0384.0 1354 1,623.38 040513 N 0680.1 1360 2,359.37 041013 N 0690.0 1379 3,788.95 051412 N 0719.1 1380 3,788.95 051512 N 0720.1 1381 3,223.11 051512 N 0721.1 1382 3,603.12 051612 N 0722.1 1384 3,603.12 051712 N 0724.1 1385 2,664.52 051712 N 0725.1 007 0104 10,233.39 E.W. @ F.A.(+) 102511 N 803025 0109 5,547.40 082511 N 801909 0112 19,317.30 093011 N 038011 0114 7,516.61 061412 N 812102 0115 9,228.89 061512 N 812103 0116 10,559.53 061812 N 812104 0120 3,150.60 111412 N 0275.0 0121 3,019.81 111412 N 0276.0 0125 138.39 051011 N 0464.0 008 0067 3,586.32 E.W. @ F.A.(+) 072111 N 0249.1 0068 3,774.56 072211 N 0250.1 0092 2,987.16 072111 N 0249.2 0093 1,991.44 072211 N 0250.2 0094 2,349.54 083111 N 0257.1 0097 3,210.72 050312 N 0419.0 0098 368.79 083111 N 0257.2 0099 573.30 062711 N 0267.2 0103 512.84 073012 N 0517.0 0104 2,495.06 020513 N 0484.0 010 0008 2,237.50 E.W. @ F.A.(+) 041013 N DBR008 018 0013 5,711.44 E.W. @ F.A.(+) 110812 N 0109.0 0014 1,052.34 111212 N 0110.0 0016 4,776.57 110512 N 0107.1 0017 220.17 103112 N 0106.2 023 0095 801.46 E.W. @ F.A.(+) 031512 N 0232.2 0102 558.10 030512 N 0501.0 0103 1,002.99 032012 N 0502.0 0104 111.73 042512 N 0503.0 0105 1,273.15 043012 N 0504.0 0106 101.45 070912 N 0505.0 0107 1,360.49 080612 N 0506.0 0109 158.52 082412 N 0508.0 0118 163.34 022213 N 0536.0 0120 643.50 032212 N 0233.1 0121 169.62 081712 N 0750.0 024 0026 193.85 E.W. @ F.A.(+) 051612 N 0093.0 041 0010 2,612.93 E.W. @ F.A.(+) 062712 N 0196.0 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 05/23/13 EST. NO.27 TIME 10:34 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 --------------------------------------------------------------------------- 042 0004 1,018.01 E.W. @ F.A.(+) 051812 N 0194.0 049 0005 1,203.18 E.W. @ F.A.(+) 062811 N 0459.0 0006 297.24 062811 N 0460.0 056 0004 506.00 E.W. @ F.A.(+) 070512 N 0190.2 067 0154 3,032.44 E.W. @ F.A.(+) 121112 N 0045.0 0161 1,257.25 032012 N 0070.0 0177 5,967.72 121112 N 0119.0 0188 535.84 032012 N 0130.0 0201 792.31 091112 N 0143.0 0214 569.45 032012 N 0186.1 0249 2,674.11 121112 N 0319.1 0259 498.96 032012 N 0186.2 0275 1,683.22 111512 N 0318.2 0275-1 -1,683.22 111512 N 0318.2 DAO CORRECTING ENTRY 0292 441.56 120612 N 0393.0 0338 7,867.68 012213 N 0453.0 0345 2,357.16 073012 N 0496.0 0350 1,609.49 110212 N 0522.0 0352 1,564.31 111312 N 0528.0 0353 1,564.31 111412 N 0529.0 0354 1,686.33 111512 N 0530.0 0355 1,564.31 111912 N 0531.0 0356 1,564.31 112012 N 0532.0 0357 1,780.80 112312 N 0533.0 0358 1,882.69 112412 N 0534.0 0399 2,317.16 070512 N 0635.0 0400 2,317.17 081512 N 0636.0 0401 2,317.19 072312 N 0637.0 0402 2,235.17 110212 N 0638.0 0438 3,049.59 041713 N 0711.1 0439 1,813.13 041813 N 0712.0 080 0024 3,132.45 E.W. @ F.A.(+) 011513 N 0408.1 0027 1,862.61 083012 N 0520.1 0032 203.12 011513 N 0408.2 081 0006 750.16 E.W. @ F.A.(+) 011013 Y 5112.0 0007 1,528.19 013113 Y 5115.0 0008 725.02 121212 Y 5116.0 0009 803.19 010413 Y 5117.0 0010 827.48 020113 Y 5118.0 0011 2,956.40 032713 Y 5125.0 0012 1,557.35 032813 Y 5126.0 0013 953.43 032913 Y 5127.0 091 0003 100.59 E.W. @ F.A.(+) 011513 N 0409.0 0004 150.92 011613 N 0410.0 0006 148.14 012113 N 0412.0 094 0004 10,939.03 E.W. @ F.A.(+) 101012 N 0031.0 0005 21,997.63 101212 N 0032.0 0009 3,834.34 101712 N 0164.0 0010 20,764.97 101112 N 0165.1 0011 206.25 100512 N 0362.0 0012 662.80 111512 N 0521.0 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 05/23/13 EST. NO.27 TIME 10:34 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 257.37 021913 N 0714.0 0015 257.37 022113 N 0715.0 0016 2,959.49 032013 N 0716.0 274,240.84 TOTAL THIS ESTIMATE 5,184,361.81 TOTAL PREVIOUS ESTIMATE 5,458,602.65 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 05/23/13 EST. NO.27 TIME 10:34 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 -1,250.08 -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 10,000.00 -80,000.00 TOTAL DEDUCTIONS 8,749.92 -86,250.08 PROGRAM CAS145 PAGE 1 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 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 0.100 500.00 0.600 3,000 002 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 21.000 92,400.00 423.000 1,861,200 003 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 0.030 3,000.00 0.590 59,000 008 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 0.030 6,000.00 0.588 117,600 019 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 18,000.00 2.000 400.00 78.000 15,600 020 600 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 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 24,000.00 0.588 470,400 028 TYPE III BARRICADE EA 50.0000 9,500.00 105.000 5,250 029 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 24,600.00 684.000 13,680 030 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 0.030 300.00 0.588 5,880 032 TEMPORARY RAILING (TYPE K) M 10.0000 251,000.00 15,019.596 150,195 033 TEMPORARY CRASH CUSHION MODULE EA 175.0000 101,500.00 501.000 87,675 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 22,260.00 10,962.700 15,347 STRIPE (HAZARDOUS WASTE) 035 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 45,000.0000 45,000.00 0.030 1,350.00 0.590 26,550 036 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 1.000 4,000 037 ABANDON CULVERT M 8.0000 4,640.00 167.612 1,340 038 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0 039 REMOVE FENCE M 9.0000 87,930.00 12.000 108.00 7,950.400 71,553 040 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 9,814.300 11,777 044 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 2,700.00 55.100 1,983 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,480.00 16,415.182 19,698 046 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 9,720.00 353.780 12,736 047 REMOVE PAVEMENT MARKER EA 1.0000 6,370.00 2,773.000 2,773 048 REMOVE ROADSIDE SIGN EA 100.0000 20,000.00 103.000 10,300 049 REMOVE CULVERT M 45.0000 80,550.00 21.100 949.50 628.942 28,302 PROGRAM CAS145 PAGE 3 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 3,500 052 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 4.000 600 067 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 0.537 26,850 070 ROADWAY EXCAVATION M3 5.0000 5,150,000.00 150.000 750.00 938,853.640 4,694,268 071 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 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,874.600 112,476 (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 33.740 7,760 082 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 3,006,000.00 288,412.340 2,595,711 087 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.290 15,660.00 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 6,052.000 9,380.60 35,345.000 54,784 091 EROSION CONTROL (COMPOST BLANKET) M3 58.0000 303,340.00 329.637 19,118.95 4,182.107 242,562 092 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 64,507.060 174,169 096 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 18,000.00 13.000 6,500 097 COMPOST BERM M 9.0000 99,900.00 43.280 389.52 6,424.630 57,821 098 ROLLED EROSION CONTROL PRODUCT M2 3.5500 415,350.00 3,593.860 12,758.20 77,119.930 273,775 (NETTING) - TYPE A 099 ROLLED EROSION CONTROL PRODUCT M2 6.2500 116,250.00 1,092.650 6,829.06 16,908.960 105,681 (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 4,686.590 2,577.62 67,973.660 37,385 SEED MIX 1 PROGRAM CAS145 PAGE 5 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,694.360 3,520.77 31,905.780 23,929 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 0.050 750.00 0.196 2,940 113 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0 114 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 0.790 57,670 116 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 201,000.00 493.000 98,600.00 918.000 183,600 (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 29.000 3,480 POLYETHYLENE PIPE CONDUIT 125 300 MM CORRUGATED HIGH DENSITY M 125.0000 13,750.00 49.100 6,137 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 0.000 0 129 CLASS 2 AGGREGATE BASE M3 25.0000 2,600,000.00 72,911.900 1,822,797 130 LEAN CONCRETE BASE M3 150.0000 871,500.00 2,052.470 307,870 PROGRAM CAS145 PAGE 6 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,439.720 418,858.44 100,612.180 7,747,137 132 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 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.042 21,000.00 0.753 376,500 162 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 430.0000 445,480.00 972.500 418,175 (F) 163 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 6,532,200.00 480.000 410,400.00 6,943.250 5,936,478 (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 588,800.00 388.000 310,400 (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 6.010 7,813.00 476.760 619,788 (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 79.000 20,540.00 132.000 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 2,185,740.00 167,502.000 301,503.60 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 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.920 5,740 (1.6 MM-UNFRAMED) 193 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 13,750.00 4.520 565 (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 7.620 16,764.00 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 74.000 22,200 199 ROADSIDE SIGN - TWO POST EA 750.0000 18,000.00 3.000 2,250 200 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 39.000 5,655.00 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 20.000 3,100.00 2,426.777 376,150 (RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 9 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.000 3,990.00 699.498 146,894 (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 207,200.00 472.000 132,160 (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 67.000 53,600 (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 7,200 228 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 57.000 28,500 231 750 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 5,079.480 406,358 (FACING, METHOD B) PROGRAM CAS145 PAGE 10 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,917.460 10,917 243 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 1,144,000.00 2,158.521 1,187,186 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 26,242.000 78,726 (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 1,978.000 39,560 (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 0.700 14,000 258 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 1,886.240 29,236 260 CHAIN LINK FENCE (TYPE CL-1.8) M 32.5000 272,675.00 3,119.960 101,398 261 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 600.00 5.000 3,000 262 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 835.0000 80,160.00 16.000 13,360 263 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 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 384,540.00 777.250 45,080.50 2,289.880 132,813 267 VEGETATION CONTROL (MINOR CONCRETE) M2 45.0000 504,000.00 1,363.900 61,375 268 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 3.000 10,950.00 10.000 36,500 276 END ANCHOR ASSEMBLY (TYPE SFT) EA 530.0000 10,070.00 3.000 1,590.00 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 4.000 8,800.00 11.000 24,200 279 CONCRETE BARRIER (TYPE 60) M 115.0000 335,800.00 100.000 11,500.00 780.010 89,701 280 CONCRETE BARRIER (TYPE 60C) M 142.0000 147,680.00 190.300 27,022.60 190.300 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 39,900.00 140.090 4,903.15 742.680 25,993 291 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 34,125.00 7,879.290 5,121 (SPRAYABLE) 292 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 21,720.00 950.980 1,141.18 12,324.860 14,789 PROGRAM CAS145 PAGE 12 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,540.00 758.650 2,275.95 2,554.200 7,662 294 200 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 220.00 128.100 128 (BROKEN 1.83 M - 0.30 M) 296 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 20,100.00 491.030 491.03 2,325.330 2,325 (BROKEN 10.98 M - 3.66 M) 297 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,910.00 98.760 98.76 1,740.330 1,740 (BROKEN 5.18 M - 2.14 M) 298 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 49,665.00 48,376.990 26,607 299 PAINT PAVEMENT MARKING (2-COAT) M2 45.0000 16,200.00 256.160 11,527 300 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,100.00 1,743.000 3,486.00 1,743.000 3,486 301 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 35,400.00 969.000 2,907.00 5,534.000 16,602 302 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 0.054 13,230.00 0.654 160,230 312 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 52,954.00 630.290 36,556 (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 0.645 64,500 318 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 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161E4 TIME 10:34 AM ESTIMATE NO. 27 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 05/20/13 R.E. NAME: MUTUTWA, PETER DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,642,942.43 49,531,799.50 ADJUSTMENT OF COMPENSATION 0.00 604,195.47 EXTRA WORK 274,240.84 4,854,407.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,917,183.27 54,990,402.15 320 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 1,917,183.27 59,264,118.15 MATERIALS ON HAND ON SITE 714,620.01 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,749.92 -86,250.08 TOTAL 1,925,933.19 59,892,488.08 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 07/30/14 423 96 0 0 75% 59% PROGRESS IS SATISFACTORY MUTUTWA, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/13