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 04/25/13 EST. NO.16 TIME 09:12 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- 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 0046 1,015.35 E.W. @ F.A.(+) 012213 Y 9314.0 0056 1,461.88 010913 Y 9300.1 0062 352.67 102612 Y 9173.1 0063 266.95 110712 Y 9177.1 0064 188.56 111512 Y 9179.1 0065 1,080.43 012813 Y 9318.1 0066 590.50 030613 Y 9363.1 003 0005 2,200.00 E.W. @ F.A.(+) 120612 N 9278.0 004 0022 825.00 E.W. @ F.A.(+) 040213 Y 9369.1 0023 750.00 040213 Y 9370.1 006 0002 942.77 E.W. @ F.A.(+) 090612 Y 9072.0 0003 2,656.50 050912 Y 9336.0 0004 474.38 050912 Y 9337.0 0005 3,320.63 051012 Y 9338.0 0006 5,218.13 051012 Y 9339.0 0007 2,846.25 051612 Y 9340.0 0008 1,992.38 051612 Y 9341.0 0009 3,320.63 051712 Y 9342.0 0010 1,992.38 051712 Y 9343.0 0011 1,897.50 052112 Y 9344.0 0012 664.13 052112 Y 9345.0 0013 3,183.83 022813 Y 9346.0 0014 491.45 030613 Y 9364.0 010 0003 1,564.77 E.W. @ F.A.(+) 082312 N 9154.0 0005 2,568.73 091012 N 9167.0 0009 757.49 073012 N 9183.0 0017-1 -1,910.61 071012 Y 9259.0 DAO CORRECTING ENTRY 0017-2 1,910.61 071012 Y 9259.0 DAO CORRECTING ENTRY 0017-3 -1,910.61 071012 Y 9259.0 DAO CORRECTING ENTRY 0017-4 1,825.35 071012 Y 9259.0 DAO CORRECTING ENTRY 0023-1 -1,688.91 080612 Y 9269.0 DAO CORRECTING ENTRY 0023-2 1,688.91 080612 Y 9269.0 DAO CORRECTING ENTRY 0023-3 -1,688.91 080612 Y 9269.0 DAO CORRECTING ENTRY 0024-1 -3,075.09 080712 Y 9270.0 DAO CORRECTING ENTRY 0024-2 3,075.09 080712 Y 9270.0 DAO CORRECTING ENTRY 0024-3 -3,075.09 080712 Y 9270.0 DAO CORRECTING ENTRY 0025 1,860.77 082712 Y 9276.0 0026 5,449.21 082712 Y 9066.1 0027 4,352.60 082812 Y 9067.1 011 0014 842.39 E.W. @ F.A.(+) 071112 Y 9025.1 0015 1,474.98 071212 Y 9026.1 0017 516.90 071312 N 9027.1 015 0001 997.71 E.W. @ F.A.(+) 072712 Y 9001.0 0002 4,441.50 073012 Y 9002.0 0003 3,268.94 073112 Y 9003.0 0004 2,769.92 080112 Y 9004.0 0005 909.89 080212 Y 9005.0 0006 978.69 080312 Y 9006.0 0007 2,807.86 073112 Y 0041.0 0008 1,800.55 080112 Y 9032.0 0011 1,994.76 080612 Y 9036.0 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 04/25/13 EST. NO.16 TIME 09:12 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0012 327.10 080812 Y 9038.0 0013 5,209.55 080912 Y 9039.0 0014 943.98 081012 Y 9041.0 0015 327.10 080712 Y 9042.0 0016 722.09 082112 Y 9047.0 0017 1,015.57 082312 Y 9048.0 0018 490.44 082912 Y 9050.0 0020 1,962.90 081412 Y 9054.0 0021 1,482.86 081512 Y 9055.0 0022 109.03 080312 Y 9057.0 0023 5,520.59 080612 Y 9058.0 0024 2,592.98 080612 Y 9059.0 0025 4,562.67 080712 Y 9060.0 0026 1,572.99 080812 Y 9061.0 0027 2,761.28 080812 Y 9062.0 0028 2,290.78 080912 Y 9063.0 0029 4,210.50 081012 Y 9064.0 0030 2,165.09 081112 Y 9065.0 0031 7,497.79 100512 Y 9082.0 0032 4,912.04 100612 Y 9083.0 0033 1,277.43 101012 Y 9086.0 0034 6,221.75 101912 Y 9090.0 0035 295.15 082012 Y 9092.0 0036 228.25 091012 Y 9093.0 0037 47.69 091112 Y 9096.0 0038 442.72 091312 Y 9099.0 0039 274.64 091712 Y 9102.0 0040 469.55 091812 Y 9104.0 0041 356.91 091912 Y 9107.0 0042 675.88 092012 Y 9108.0 0043 291.28 092112 Y 9109.0 0044 4,260.74 092412 Y 9110.0 0045 977.32 092512 Y 9111.0 0046 5,653.67 092812 Y 9112.0 0047 3,579.02 092912 Y 9113.0 0048 316.94 093012 Y 9114.0 0049 147.57 100112 Y 9115.0 0050 69.19 100212 Y 9116.0 0051 69.19 100312 Y 9117.0 0052 2,170.03 100412 Y 9120.0 0053 566.07 100512 Y 9122.0 0054 276.27 100612 Y 9123.0 0055 327.17 100712 Y 9124.0 0056 577.14 100812 Y 9125.0 0057 2,489.11 100912 Y 9126.0 0058 3,036.85 101012 Y 9127.0 0059 3,367.42 101112 Y 9128.0 0060 19.31 101212 Y 9129.0 0061 8,469.77 101912 Y 9130.0 0062 242.86 082812 Y 9131.0 0063 221.12 082912 Y 9132.0 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 04/25/13 EST. NO.16 TIME 09:12 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0064 189.82 083012 Y 9133.0 0065 276.27 090112 Y 9134.0 0066 327.17 090212 Y 9135.0 0067 295.15 090412 Y 9136.0 0068 409.28 090512 Y 9137.0 0069 456.48 090612 Y 9138.0 0070 270.64 090712 Y 9139.0 0071 192.38 090812 Y 9140.0 0072 1,617.78 100912 Y 9141.0 0073 7,028.57 101212 Y 9142.0 0074 2,982.10 101512 Y 9143.0 0075 1,082.55 101612 Y 9144.0 0076 624.43 082812 Y 9145.0 0077 794.06 090712 Y 9146.0 0078 4,308.03 091312 Y 9147.0 0079 3,461.18 103012 Y 9148.0 0080 10,819.04 103112 Y 9149.0 0081 318.78 102212 Y 9150.0 0082 2,204.75 073112 Y 9151.0 0083 670.20 081612 Y 9155.0 0084 416.57 081712 Y 9156.0 0085 295.15 081712 Y 9157.0 0086 399.73 082012 Y 9158.0 0087 295.15 082112 Y 9159.0 0088 950.55 082212 Y 9160.0 0089 889.64 082312 Y 9161.0 0090 2,500.74 082412 Y 9162.0 0091 5,580.67 082712 Y 9163.0 0092 242.86 082912 Y 9164.0 0093 142.46 073112 Y 9185.0 0094 142.46 080112 Y 9186.0 0095 142.46 080212 Y 9187.0 0096 142.46 080312 Y 9188.0 0097 142.46 080612 Y 9189.0 0098 142.46 080712 Y 9190.0 0099 142.46 080812 Y 9191.0 0100 142.46 080912 Y 9192.0 0101 142.46 081012 Y 9193.0 0102 142.46 081312 Y 9194.0 0103 142.46 081412 Y 9195.0 0104 142.46 081512 Y 9196.0 0105 142.46 081612 Y 9197.0 0106 142.46 081712 Y 9198.0 0107 142.46 082012 Y 9199.0 0108 142.46 082112 Y 9200.0 0109 142.46 082212 Y 9201.0 0110 142.46 082312 Y 9202.0 0111 142.46 082412 Y 9203.0 0112 142.46 082712 Y 9204.0 0113 142.46 082812 Y 9205.0 0114 142.46 082912 Y 9206.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/25/13 EST. NO.16 TIME 09:12 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0115 142.46 083012 Y 9207.0 0116 142.46 083112 Y 9208.0 0117 142.46 090412 Y 9209.0 0118 142.46 090512 Y 9210.0 0119 142.46 090612 Y 9211.0 0120 142.46 090712 Y 9212.0 0121 142.46 091012 Y 9213.0 0122 142.46 091112 Y 9214.0 0123 142.46 091212 Y 9215.0 0124 142.46 091312 Y 9216.0 0125 142.46 091412 Y 9217.0 0126 142.46 091712 Y 9218.0 0127 142.46 091812 Y 9219.0 0128 142.46 091912 Y 9220.0 0129 142.46 092012 Y 9221.0 0130 142.46 092112 Y 9222.0 0131 142.46 092412 Y 9223.0 0132 142.46 092512 Y 9224.0 0133 142.46 092612 Y 9225.0 0134 142.46 092712 Y 9226.0 0135 142.46 092812 Y 9227.0 0136 142.46 100112 Y 9228.0 0137 142.46 100212 Y 9229.0 0138 142.46 100312 Y 9230.0 0139 142.46 100412 Y 9231.0 0140 142.46 100512 Y 9232.0 0141 142.46 100812 Y 9233.0 0142 142.46 100912 Y 9234.0 0143 142.46 101012 Y 9235.0 0144 142.46 101112 Y 9236.0 0146 2,101.14 100812 Y 9170.0 0147 357.64 112612 Y 9169.0 0161 10,475.07 080312 Y 9035.1 0162 546.07 121012 Y 9373.0 0163 192.38 121112 Y 9374.0 0164 1,430.53 121312 Y 9375.0 0165 686.61 121212 Y 9376.0 0167 9,293.49 080212 Y 9034.2 0168 449.72 091012 Y 9379.0 0169 163.03 091412 Y 9380.0 0170 614.26 091312 Y 9381.0 0171 1,638.14 091512 Y 9382.0 018 0002 1,348.49 E.W. @ F.A.(+) 091212 N 9249.1 0003 6,668.15 102912 N 9250.1 0004 6,661.06 103112 N 9247.1 026 0001 16,341.64 E.W. @ F.A.(+) 101912 Y 9089.0 286,611.10 TOTAL THIS ESTIMATE 3,562,200.47 TOTAL PREVIOUS ESTIMATE 3,848,811.57 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 04/25/13 EST. NO.16 TIME 09:12 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT SUBMITTED -10,000.00 03 CPM NOT SUBMITTED -40,000.00 04 CPM UPDATE -50,000.00 07 CPM UPDATE 50,000.00 08 CPM UPDATE 50,000.00 16 50,000.00 0.00 TOTAL DEDUCTIONS 50,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-101-49.0/52.2 ----------------------- OC JONES AND SONS, INC. IN SANTA CLARA COUNTY IN MOUNTAIN 1520 FOURTH STREET VIEW AND PALO ALTO FROM 0.1 MILE BERKELEY, CA 94710 NORTH OF SHORELINE BOULEVARD OVERCROSSING TO OREGON EXPRESSWAY OVERCROSSING FED. AID NO. N O N E CONSTRUCT AUXILIARY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.0000 4,200.00 0.100 420.00 0.700 2,940 002 TIME-RELATED OVERHEAD WDAY 950.0000 361,000.00 21.000 19,950.00 269.000 255,550 003 TEMPORARY BARBED WIRE FENCE LF 7.0000 1,960.00 296.200 2,073.40 576.200 4,033 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 110,400.00 18,400.000 110,400 005 TEMPORARY FENCE (TYPE ESA) LF 3.0000 8,610.00 3,490.000 10,470 006 18" TEMPORARY CULVERT LF 80.0000 17,600.00 220.000 17,600 007 TEMPORARY CREEK DIVERSION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000 008 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 0.050 3,500.00 0.700 49,000 009 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 010 DEWATERING AND NON-STORM WATER DISCHARGE LS 50,000.0000 50,000.00 0.700 35,000 CONTROL 011 TEMPORARY FIBER ROLL LF 2.6000 51,480.00 75.000 195.00 18,476.000 48,037 012 TEMPORARY SILT FENCE LF 1.8000 50,040.00 266.000 478.80 4,986.000 8,974 013 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 1.000 2,000.00 6.000 12,000 014 TEMPORARY COVER SQYD 2.5000 62,500.00 9,284.480 23,211 015 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 1.000 1,000.00 3.000 3,000 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 40,000.00 5.000 1,000.00 105.000 21,000 017 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 33,570.00 9,250.000 8,325.00 35,350.000 31,815 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 15,000.0000 15,000.00 0.050 750.00 0.700 10,500 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.050 1,250.00 0.700 17,500 020 RAIN EVENT ACTION PLAN EA 250.0000 17,000.00 3.000 750.00 19.000 4,750 021 STORM WATER ANNUAL REPORT EA 1,800.0000 3,600.00 1.000 1,800 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 17,200.00 3.000 1,200 PROGRAM CAS145 PAGE 2 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 024 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.050 20,000.00 0.700 280,000 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 9,080.00 1,565.000 3,130 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 90,300.00 179,050.000 26,857 027 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,480.00 266.000 10,640 028 TEMPORARY PAVEMENT MARKER EA 3.0000 33,900.00 4,224.000 12,672 029 TEMPORARY TERMINAL SECTION (TYPE K) EA 800.0000 6,400.00 0.000 0 030 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.050 750.00 0.700 10,500 031 TEMPORARY RAILING (TYPE K) LF 6.1000 780,800.00 65,450.000 399,245 032 TEMPORARY CRASH CUSHION MODULE EA 110.0000 97,900.00 14.000 1,540.00 348.000 38,280 033 TEMPORARY CRASH CUSHION EA 1,800.0000 19,800.00 7.000 12,600 (TYPE ABSORB 350) 034 TEMPORARY TRAFFIC SCREEN LF 3.0000 106,200.00 0.000 0 035 NOISE MONITORING LS 2,500.0000 2,500.00 0.050 125.00 0.700 1,750 036 ABANDON CULVERT EA 500.0000 2,500.00 5.000 2,500 037 REMOVE WOOD FENCE LF 5.0000 2,950.00 1,042.000 5,210 038 REMOVE CHAIN LINK FENCE LF 2.0000 39,200.00 19,600.000 39,200 039 REMOVE METAL BEAM GUARD RAILING LF 5.0000 14,450.00 2,646.000 13,230 040 REMOVE DOUBLE THRIE BEAM BARRIER LF 5.0000 22,800.00 0.000 0 041 REMOVE FLARED END SECTION EA 250.0000 1,500.00 3.000 750 042 REMOVE PAVEMENT MARKING SQFT 4.0000 8,080.00 2,020.000 8,080 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 46,800.00 107,640.000 32,292 044 REMOVE PAVEMENT MARKER EA 1.0000 18,500.00 7,374.000 7,374 045 REMOVE ROADSIDE SIGN EA 60.0000 7,200.00 15.000 900 046 REMOVE SIGN STRUCTURE EA 5,000.0000 85,000.00 10.000 50,000 047 REMOVE CULVERT LF 16.0000 65,440.00 5.000 80.00 3,311.000 52,976 048 RELOCATE EXISTING RECLAIMED WATER LINE LS 30,000.0000 30,000.00 1.000 30,000 AND APPURTENANCES AT EAST BRIDGE AT MATADERO CREEK PROGRAM CAS145 PAGE 3 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE INLET EA 750.0000 26,250.00 1.000 750.00 24.000 18,000 050 REMOVE HEADWALL EA 1,500.0000 33,000.00 1.000 1,500.00 12.000 18,000 051 REMOVE AUTOMATIC DRAINAGE GATE EA 1,000.0000 1,000.00 1.000 1,000 052 REMOVE MANHOLE EA 800.0000 2,400.00 3.000 2,400 053 REMOVE RETAINING WALL LF 140.0000 3,220.00 0.000 0 054 RELOCATE SIGN ON OVERHEAD EA 500.0000 500.00 0.000 0 055 RELOCATE COMBINATION AIR AND VACUUM EA 2,700.0000 8,100.00 3.000 8,100 VALVE (RECLAIMED WATER SYSTEM) 056 RELOCATE BLOWOFF VALVE EA 4,000.0000 4,000.00 2.000 8,000 (RECLAIMED WATER SYSTEM) 057 RELOCATE LOCATOR STATION EA 2,700.0000 2,700.00 1.000 2,700 (RECLAIMED WATER SYSTEM) 058 REMOVE GAS PIPE LF 80.0000 1,600.00 20.000 1,600 059 ADJUST INLET EA 1,700.0000 47,600.00 0.000 0 060 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 1,000.00 0.000 0 061 CLEAN DRAINAGE FACILITIES LS 25,000.0000 25,000.00 0.850 21,250 062 REPLACE SIGN PANEL EA 1,500.0000 1,500.00 0.000 0 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 156,000.00 0.000 0 064 REMOVE CONCRETE CY 100.0000 17,100.00 78.000 7,800 065 REMOVE CONCRETE CURB LF 3.2500 42,900.00 27.500 89.38 5,140.500 16,706 066 REMOVE CONCRETE (CHANNEL) CY 175.0000 14,875.00 87.000 15,225 067 REMOVE CONCRETE BARRIER LF 8.0000 100,800.00 14.000 112.00 806.000 6,448 068 REMOVE CONCRETE (MISCELLANEOUS) CY 400.0000 2,000.00 5.000 2,000 069 CAP INLET EA 1,200.0000 9,600.00 0.000 0 070 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000 071 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000 072 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 073 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000 074 REMOVE TREE LS 150,000.0000 150,000.00 1.000 150,000 075 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.050 750.00 0.700 10,500 PROGRAM CAS145 PAGE 4 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROADWAY EXCAVATION CY 10.0000 595,000.00 68,425.610 684,256 077 ROADWAY EXCAVATION (TYPE Z-2) CY 120.0000 1,980,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 079 STRUCTURE EXCAVATION (BRIDGE) CY 500.0000 2,500.00 5.000 2,500 (F) 080 STRUCTURE EXCAVATION (TYPE A) CY 120.0000 42,000.00 350.000 42,000 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 6,800.00 68.000 6,800.00 68.000 6,800 (F) 082 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,700.00 207.000 20,700 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 4,400.00 0.000 0 (F) 084 DITCH EXCAVATION CY 36.0000 71,640.00 2,437.220 87,739 085 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.0000 166,800.00 1,228.880 2,457.76 33,052.820 66,105 086 HIGHWAY PLANTING LS 300,000.0000 300,000.00 0.000 0 087 IMPORTED BIOFILTRATION SOIL CY 75.0000 53,250.00 0.000 0 088 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 147,000.00 0.000 0 089 FIBER ROLLS LF 3.2000 15,680.00 0.000 0 090 COMPOST (INCORPORATE) SQYD 1.7500 24,500.00 0.000 0 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 35,040.00 0.000 0 092 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 45,700.00 0.000 0 (NETTING) 093 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.500 12,500 094 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 095 MAINTAIN EXISTING IRRIGATION FACILITIES LS 25,000.0000 25,000.00 0.050 1,250.00 0.700 17,500 096 IRRIGATION SYSTEM LS 350,000.0000 350,000.00 0.100 35,000 097 WATER METER EA 5,000.0000 5,000.00 1.000 5,000 098 IRRIGATION SLEEVE LF 38.0000 8,360.00 0.000 0 099 8" CORRUGATED HIGH DENSITY LF 50.0000 21,500.00 0.000 0 POLYETHYLENE PIPE CONDUIT 100 8" WELDED STEEL PIPE CONDUIT LF 80.0000 35,200.00 0.000 0 (.250" THICK) 101 CLASS 4 AGGREGATE SUBBASE CY 13.0000 417,300.00 2,767.830 35,981.79 30,079.830 391,037 102 CLASS 3 AGGREGATE BASE CY 28.0000 204,176.00 943.230 26,410.44 1,982.230 55,502 PROGRAM CAS145 PAGE 5 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 LEAN CONCRETE BASE CY 112.0000 2,262,400.00 1,760.000 197,120.00 17,599.800 1,971,177 104 ASPHALT TREATED PERMEABLE BASE CY 240.0000 14,880.00 0.000 0 105 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,768,000.00 3,837.100 306,968.00 34,636.370 2,770,909 106 MINOR HOT MIX ASPHALT TON 200.0000 800.00 0.000 0 107 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 102.0000 2,784,600.00 0.000 0 108 DATA CORE LS 6,000.0000 6,000.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 2,220.00 0.000 0 110 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 1,290.00 0.000 0 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 9,045.00 0.000 0 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 7,320.00 0.000 0 113 PLACE HOT MIX ASPHALT SQYD 60.0000 660.00 0.000 0 (MISCELLANEOUS AREA) 114 TACK COAT TON 500.0000 160,000.00 10.500 5,250 115 REPLACE CONCRETE PAVEMENT CY 725.0000 319,000.00 739.970 536,478 (RAPID STRENGTH CONCRETE) 116 PAVEMENT TRANSITION TAPER SQYD 17.0000 37,230.00 0.000 0 117 FURNISH 24" CAST-IN-STEEL SHELL LF 120.0000 181,680.00 1,514.000 181,680 CONCRETE PILING 118 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 8,000.0000 192,000.00 24.000 192,000 PILE 119 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 1.000 25,000 120 SEAL COURSE CONCRETE CY 120.0000 9,840.00 41.000 4,920 121 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 47,000.00 94.000 47,000 (F) 122 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 208,650.00 214.000 208,650 (F) 123 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 22,400.00 11.000 8,800.00 11.000 8,800 (F) 124 STRUCTURAL CONCRETE, BOX CULVERT CY 975.0000 90,675.00 93.000 90,675 (F) 125 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 4,500.00 0.000 0 (F) 126 MINOR CONCRETE (CAP UTILITY) CY 200.0000 14,800.00 71.000 14,200 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 618,800.00 12.000 16,800.00 407.000 569,800 (F) 128 MINOR CONCRETE (BACKFILL) CY 150.0000 471,450.00 113.600 17,040.00 2,778.600 416,790 (F) 129 CONCRETE BACKFILL CY 500.0000 140,000.00 47.400 23,700.00 108.900 54,450 (FAST SETTING CONCRETE) PROGRAM CAS145 PAGE 6 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 FRACTURED RIB TEXTURE SQFT 45.0000 5,490.00 0.000 0 (F) 131 DRILL AND BOND DOWEL LF 65.0000 2,860.00 8.000 520.00 52.000 3,380 132 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 21.0000 5,670.00 270.000 5,670 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 56,000.00 4.000 56,000 GIRDER (60'-70') 134 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 24,000.00 4.000 24,000 GIRDER 135 REPAIR SPALLED SURFACE AREA SQFT 90.0000 411,300.00 0.000 0 136 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 89,972.00 112,465.000 89,972 (F) 137 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 5,118.00 2,000.000 4,000.00 2,000.000 4,000 (F) 138 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 33,674.00 16,837.000 33,674 (F) 139 BAR REINFORCING STEEL (HEADWALL) LB 5.0000 900.00 0.000 0 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,188,000.00 0.000 0 (F) 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 59,400.00 0.000 0 (F) 142 FURNISH OVERHEAD FORMED WITHOUT RSPF SQFT 15.0000 64,350.00 0.000 0 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 6,650.00 0.000 0 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 11,700.00 0.000 0 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,730.00 0.000 0 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,080.00 0.000 0 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,180.00 0.000 0 (0.080"-FRAMED) 148 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 360,000.00 364.000 327,600 (SIGN FOUNDATION) 149 METAL (BARRIER MOUNTED SIGN) LB 15.0000 55,200.00 0.000 0 150 ROADSIDE SIGN - ONE POST EA 200.0000 13,200.00 0.000 0 151 ROADSIDE SIGN - TWO POST EA 350.0000 5,950.00 0.000 0 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 2,080.00 0.000 0 METHOD) 153 PAINT POSTMILE MARKING EA 50.0000 3,000.00 0.000 0 154 12" ALTERNATIVE PIPE CULVERT LF 750.0000 2,250.00 0.000 0 155 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 49.0000 125,930.00 54.000 2,646.00 2,222.000 108,878 156 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 52.0000 582,400.00 1,113.000 57,876.00 11,322.000 588,744 PROGRAM CAS145 PAGE 7 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 53.0000 9,540.00 180.000 9,540 158 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 71.0000 251,340.00 332.000 23,572.00 3,872.000 274,912 159 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 79.0000 58,460.00 520.000 41,080 160 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 98.0000 4,900.00 46.000 4,508 161 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 90.0000 187,200.00 6.000 540.00 1,858.000 167,220 162 42" ALTERNATIVE PIPE CULVERT (TYPE B) LF 120.0000 33,600.00 271.000 32,520 163 54" ALTERNATIVE PIPE CULVERT LF 800.0000 4,000.00 5.000 4,000 164 18" ALTERNATIVE SLOTTED PIPE LF 105.0000 288,750.00 801.000 84,105.00 901.000 94,605 165 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 75.0000 253,500.00 80.000 6,000.00 3,322.000 249,150 PIPE (CLASS III) 166 19"X30" OVAL SHAPED REINFORCED CONCRETE LF 88.0000 83,600.00 950.000 83,600 PIPE (CLASS III) 167 18" CORRUGATED STEEL PIPE (.064" THICK) LF 75.0000 1,050.00 14.000 1,050 168 3" PLASTIC PIPE (EDGE DRAIN) LF 14.0000 5,180.00 0.000 0 169 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 160.0000 800.00 0.000 0 170 WELDED WIRE FABRIC (4"X4", W2XW2.9) SQYD 9.0000 4,050.00 448.000 4,032 171 CLASS 1 PERMEABLE MATERIAL CY 500.0000 1,000.00 0.000 0 172 18" STEEL FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 173 18" ALTERNATIVE FLARED END SECTION EA 425.0000 8,075.00 12.000 5,100 174 14"X23" OVAL SHAPED CONCRETE FLARED END EA 1,000.0000 2,000.00 0.000 0 SECTION 175 24" ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 1.000 800.00 3.000 2,400 176 19"X30" OVAL SHAPED CONCRETE FLARED END EA 1,000.0000 2,000.00 1.000 1,000 SECTION 177 30" ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 1.000 1,000 178 36" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0 179 36" AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 0.000 0 180 42" AUTOMATIC DRAINAGE GATE EA 6,000.0000 12,000.00 2.000 12,000 181 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 325.0000 15,600.00 11.600 3,770 182 ROCK SLOPE PROTECTION CY 350.0000 7,700.00 22.000 7,700 (NO. 1, METHOD B) 183 ROCK SLOPE PROTECTION CY 190.0000 47,500.00 143.900 27,341 (NO. 2, METHOD B) PROGRAM CAS145 PAGE 8 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE (CHANNEL LINING) CY 860.0000 66,220.00 89.000 76,540 185 MINOR CONCRETE (DITCH LINING) CY 375.0000 52,500.00 40.000 15,000 186 ROCK SLOPE PROTECTION FABRIC SQYD 15.0000 13,200.00 466.000 6,990 187 MINOR CONCRETE (MISCELLANEOUS CY 384.0000 192,000.00 0.000 0 CONSTRUCTION) 188 MINOR CONCRETE CY 470.0000 202,100.00 0.000 0 (CONTRASTING SURFACE TREATMENT) 189 MINOR CONCRETE (GUTTER DEPRESSION) CY 370.0000 74,000.00 50.000 18,500 190 MISCELLANEOUS IRON AND STEEL LB 1.5000 137,487.00 82,492.200 123,738 (F) 191 CHAIN LINK FENCE (TYPE CL-4) LF 7.3000 22,995.00 0.000 0 192 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 9.5000 70,205.00 0.000 0 193 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 24,310.00 0.000 0 194 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 13.0000 66,040.00 0.000 0 195 CHAIN LINK FENCE (TYPE CL-6) WITH LF 15.0000 10,500.00 0.000 0 BARBED WIRE 196 6' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 1,600.00 0.000 0 197 SURVEY MONUMENT EA 800.0000 10,400.00 0.000 0 198 LANE SEPARATION SYSTEM LF 50.0000 41,500.00 830.000 41,500 199 DELINEATOR (CLASS 1) EA 35.0000 10,850.00 0.000 0 200 OBJECT MARKER (TYPE P) EA 40.0000 1,120.00 0.000 0 201 CONCRETE MEDIAN BARRIER MARKER EA 30.0000 18,600.00 0.000 0 202 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 73,320.00 887.500 23,075.00 887.500 23,075 203 VEGETATION CONTROL (MINOR CONCRETE) SQYD 48.0000 230,400.00 0.000 0 204 CHAIN LINK RAILING (TYPE 7) LF 90.0000 26,910.00 0.000 0 (F) 205 SINGLE THRIE BEAM BARRIER LF 32.0000 36,160.00 1,012.500 32,400.00 1,012.500 32,400 206 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 42.0000 206,640.00 3,502.800 147,117.60 3,502.800 147,117 207 CABLE RAILING LF 32.0000 3,456.00 0.000 0 (F) 208 TRANSITION RAILING (TYPE STB) EA 2,500.0000 5,000.00 0.000 0 209 TRANSITION RAILING (TYPE WB) EA 3,000.0000 42,000.00 1.000 3,000.00 1.000 3,000 210 TRANSITION RAILING (TYPE DTB MOD) EA 3,200.0000 70,400.00 13.000 41,600.00 13.000 41,600 PROGRAM CAS145 PAGE 9 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 5,000.00 2.000 5,000.00 2.000 5,000 212 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 7,500.00 0.000 0 213 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 0.000 0 214 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 45,000.00 0.000 0 215 CRASH CUSHION (ADIEM) EA 20,000.0000 80,000.00 0.000 0 216 CONCRETE BARRIER (TYPE 60) LF 52.0000 79,040.00 0.000 0 217 CONCRETE BARRIER LF 84.0000 13,692.00 0.000 0 (F) (TYPE 60A MODIFIED) 218 CONCRETE BARRIER (TYPE 60C) LF 67.0000 1,654,900.00 1,213.500 81,304.50 9,819.670 657,917 219 CONCRETE BARRIER (TYPE 60D) LF 35.0000 14,175.00 0.000 0 (F) 220 CONCRETE BARRIER (TYPE 60E) LF 200.0000 76,000.00 0.000 0 221 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 300.0000 6,600.00 0.000 0 222 CONCRETE BARRIER (TYPE 60C MOD) LF 230.0000 335,800.00 515.500 118,565.00 819.500 188,485 223 CONCRETE BARRIER (TYPE 60E MOD) LF 225.0000 114,750.00 0.000 0 224 CONCRETE BARRIER (TYPE 60R) LF 220.0000 37,400.00 0.000 0 225 CONCRETE BARRIER (TYPE 60R MOD) LF 270.0000 310,500.00 189.000 51,030.00 189.000 51,030 226 CONCRETE BARRIER (TYPE 60D MOD) LF 68.0000 45,560.00 0.000 0 227 CONCRETE BARRIER (TYPE 736) LF 135.0000 40,365.00 299.000 40,365 (F) 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 40,800.00 0.000 0 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 610.00 0.000 0 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,470.00 0.000 0 231 6" THEMOPLASTIC BROKEN TRAFFIC STRIPE LF 5.0000 450.00 0.000 0 (WHITE, 8FT-4FT) 232 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 11,620.00 0.000 0 (BROKEN 12-3) 233 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 14,080.00 0.000 0 234 PAVEMENT MARKING (12" YELLOW PAINT) SQFT 10.0000 590.00 0.000 0 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 28,600.00 0.000 0 (BROKEN 36-12) 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,220.00 0.000 0 (BROKEN 17-7) 237 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 23,800.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 13,100.00 0.000 0 239 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 240 SIGNAL AND LIGHTING (CITY) LS 15,000.0000 15,000.00 0.718 10,770 241 LIGHTING (CITY STREET) LS 15,000.0000 15,000.00 0.226 3,390.00 0.696 10,440 242 TRAFFIC OPERATIONS SYSTEM LS 500,000.0000 500,000.00 0.011 5,500.00 0.704 352,000 (STAGE CONSTRUCTION) 243 LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 0.047 21,150.00 0.713 320,850 (STAGE CONSTRUCTION) 244 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 0.126 72,450.00 0.436 250,700 245 EXTINGUISHABLE MESSAGE SIGN EA 15,000.0000 60,000.00 4.000 60,000 246 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.500 5,000 247 LONG LEAD-IN CABLE LOOP DETECTOR EA 1,000.0000 1,000.00 0.000 0 SENSOR UNIT 248 VEHICLE SENSOR NODE EA 2,500.0000 110,000.00 0.000 0 249 TRAFFIC OPERATIONS SYSTEM LS 1,000,000.0000 1,000,000.00 0.026 26,000.00 0.653 653,000 250 INTEGRATED CAMERA UNIT EA 8,000.0000 16,000.00 2.000 16,000 251 CAMERA CONTROLLED UNIT EA 8,000.0000 16,000.00 2.000 16,000 252 VIDEO ENCODER UNIT EA 5,000.0000 10,000.00 0.000 0 253 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 8,000.00 0.000 0 MODEM ASSEMBLY 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 255 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 13,200.00 64.000 12,800 PROGRAM CAS145 PAGE 11 DATE 04/25/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 09:12 AM ESTIMATE NO. 16 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 04/25/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,522,357.67 16,452,385.26 ADJUSTMENT OF COMPENSATION 0.00 2,701,381.82 EXTRA WORK 286,611.10 1,147,429.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,808,968.77 20,301,196.83 256 MOBILIZATION LS 1,700,000.0000 1,700,000.00 1.000 1,700,000 ORIGINAL CONTRACT AMOUNT 35,781,835.00 TOTAL WORK COMPLETED 1,808,968.77 22,001,196.83 MATERIALS ON HAND ON SITE 926,343.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 50,000.00 0.00 TOTAL 1,858,968.77 22,927,540.39 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 12/13/11 630 02/27/12 02/06/12 01/22/15 195 105 1 0 58% 31% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/13