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 09/18/12 EST. NO.10 TIME 10:35 AM R.E. NAME: HISLOP, SCOTT 04-264044 --------------------------------------------------------------------------- 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 0013 89.04 E.W. @ F.A.(+) 050812 N 0118.0 0026 302.84 070212 N 0137.0 0028 563.92 071812 N 0139.0 0029 259.48 071812 N 0140.0 007 0013 100.60 E.W. @ U.P (+) 071812 N 0141.0 009 0027 284.63 E.W. @ F.A.(+) 032012 N 0097.1 1,600.51 TOTAL THIS ESTIMATE 159,400.97 TOTAL PREVIOUS ESTIMATE 161,001.48 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 09/18/12 EST. NO.10 TIME 10:35 AM R.E. NAME: HISLOP, SCOTT 04-264044 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LOW ASPHALT OIL CNTT -5,000.00 08 PG&E EXPENSE GRINDER -10,000.00 08 LOW ASPHALT OIL CNTT 5,000.00 10 5,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION DELINQUENT CERT PYRL -10,000.00 08 DELINQUENT CERT PYRL 10,000.00 09 0.00 0.00 TOTAL DEDUCTIONS 5,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 LOCATION PROGRESS ESTIMATE 04-SON-101-4.0/5.2 ----------------- GHILOTTI CONSTRUCTION COMPANY, IN SONOMA COUNTY IN PETALUMA ROUTE INC. 101 FROM 0.4 KM SOUTH TO 0.7 KM 2301 KERNER BOULEVARD, SUITE NORTH OF EAST WASHINGTON STREET SAN RAFAEL, CA 94901 OVERCROSSING FED. AID NO. HPLU-L620(410)1 ,HPUL-L620(410)2 CONSTRUCT BRIDGE RETAINING WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.250 750.00 0.750 2,250.00 002 TIME-RELATED OVERHEAD WDAY 640.0000 368,000.00 22.000 14,080.00 149.000 95,360.00 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 5,900.00 591.140 5,911.40 004 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.039 1,170.00 0.259 7,770.00 005 DEWATERING AND NON-STORM WATER LS 5,000.0000 5,000.00 0.270 1,350.00 DISCHARGE CONTROL 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.159 397.50 0.759 1,897.50 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 10.0000 18,800.00 142.430 1,424.30 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 12,500.00 2.000 5,000.00 3.500 8,750.00 009 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 4,000.00 13.000 2,080.00 010 STREET SWEEPING LS 1,000.0000 1,000.00 0.039 39.00 0.259 259.00 011 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 7,000.00 1.000 1,000.00 012 TEMPORARY HYDROSEED M2 2.0000 6,300.00 6,387.900 12,775.80 013 RAIN EVENT ACTION PLAN EA 100.0000 10,200.00 12.000 1,200.00 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 5,400.00 7.000 700.00 016 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.700 17,500.00 017 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.030 900.00 0.310 9,300.00 018 TYPE III BARRICADE EA 100.0000 600.00 6.000 600.00 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 850.00 2.900 72.50 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 5,090.00 4,282.330 4,282.33 021 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,890.00 22.000 990.00 022 TEMPORARY PAVEMENT MARKER EA 6.0000 1,740.00 279.000 1,674.00 PROGRAM CAS145 PAGE 2 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 0.030 240.00 0.240 1,920.00 024 TEMPORARY RAILING (TYPE K) M 50.0000 120,000.00 2,128.200 106,410.00 025 TEMPORARY CRASH CUSHION MODULE EA 35.0000 3,290.00 33.000 1,155.00 026 TEMPORARY CRASH CUSHION (ABSORB 350) EA 500.0000 2,500.00 4.000 2,000.00 (5-ELEMENT) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 11,400.00 1,058.180 4,232.72 STRIPE (HAZARDOUS WASTE) 028 NOISE MONITORING LS 1,000.0000 1,000.00 0.800 800.00 029 ABANDON CULVERT M 25.0000 1,425.00 25.000 625.00 25.000 625.00 030 ABANDON MANHOLE EA 600.0000 600.00 1.000 600.00 031 ABANDON SEWER PIPE M 47.0000 7,520.00 317.900 14,941.30 032 REMOVE FENCE M 8.0000 9,360.00 1,336.500 10,692.00 033 REMOVE BOLLARD EA 100.0000 1,900.00 19.000 1,900.00 034 REMOVE METAL BEAM GUARD RAILING M 15.0000 8,250.00 468.600 7,029.00 035 REMOVE DOUBLE METAL BEAM BARRIER M 26.0000 2,860.00 0.000 0.00 036 REMOVE FLARED END SECTION EA 250.0000 1,000.00 -1.000 -250.00 2.000 500.00 037 REMOVE BRIDGE APPROACH GUARD RAIL TYPE 8 M 50.0000 750.00 15.000 750.00 038 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 5,130.00 188.400 282.60 039 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 1,050.00 16.500 577.50 16.500 577.50 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.8000 4,374.00 1,506.680 2,712.02 041 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,530.00 2.300 103.50 042 REMOVE PAVEMENT MARKER EA 2.5000 1,825.00 511.000 1,277.50 043 REMOVE ROADSIDE SIGN EA 100.0000 1,300.00 3.000 300.00 12.000 1,200.00 044 REMOVE CURB M 15.0000 1,455.00 222.860 3,342.90 045 REMOVE PIPE M 55.0000 3,740.00 29.600 1,628.00 046 REMOVE INLET EA 600.0000 2,400.00 1.000 600.00 047 REMOVE SEWER MANHOLE EA 1,200.0000 4,800.00 3.000 3,600.00 048 REMOVE SEWER PIPE M 60.0000 21,600.00 180.600 10,836.00 049 REMOVE RETAINING WALL M 150.0000 9,150.00 61.000 9,150.00 PROGRAM CAS145 PAGE 3 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 051 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 19,950.00 0.000 0.00 052 REMOVE CONCRETE SIDEWALK M 50.0000 600.00 12.000 600.00 053 SURVEY HUBS LS 15,000.0000 15,000.00 0.000 0.00 054 CAP INLET EA 1,200.0000 2,400.00 1.000 1,200.00 1.000 1,200.00 055 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 0.980 44,100.00 056 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.090 900.00 0.910 9,100.00 057 ROADWAY EXCAVATION M3 25.0000 245,000.00 1,223.600 30,590.00 8,326.840 208,171.00 058 ROADWAY EXCAVATION (TYPE Z-2) M3 240.0000 16,800.00 70.000 16,800.00 70.000 16,800.00 (AERIALLY DEPOSITED LEAD) 059 ROADWAY EXCAVATION (TYPE Y-1) M3 43.0000 9,030.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 060 ROADWAY EXCAVATION (TYPE Y-2) M3 37.0000 30,710.00 19.300 714.10 815.500 30,173.50 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.800 4,000.00 062 ADL BURIAL LOCATION REPORT LS 1,000.0000 1,000.00 0.000 0.00 063 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 74,500.00 745.000 74,500.00 (F) 064 STRUCTURE EXCAVATION (RETAINING WALL) M3 45.0000 18,450.00 410.000 18,450.00 (F) 065 SAND BEDDING M3 50.0000 150.00 0.000 0.00 066 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 33,500.00 125.000 6,250.00 (F) 067 STRUCTURE BACKFILL (RETAINING WALL) M3 70.0000 17,990.00 7.000 490.00 207.000 14,490.00 (F) 068 SAND BACKFILL M3 200.0000 2,000.00 3.900 780.00 3.900 780.00 069 CONCRETE BACKFILL M3 150.0000 19,500.00 11.010 1,651.50 070 EARTH RETAINING STRUCTURE M2 350.0000 472,500.00 0.000 0.00 (F) 071 SOIL-CEMENT M3 116.0000 944,240.00 0.000 0.00 072 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 91,500.00 0.000 0.00 073 EROSION CONTROL (COMPOST BLANKET) M3 60.0000 22,200.00 108.600 6,516.00 074 FIBER ROLLS M 10.0000 17,900.00 0.000 0.00 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 0.000 0.00 076 EROSION CONTROL (HYDROSEED) M2 1.6000 19,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROLLED EROSION CONTROL PRODUCT M2 6.0000 6,300.00 0.000 0.00 (NETTING) 078 PLANT (GROUP M) (LINER) EA 85.0000 37,400.00 0.000 0.00 079 100 MM SDR35 PVC SEWER PIPE M 1,000.0000 7,000.00 9.000 9,000.00 080 150 MM SDR35 PVC SEWER PIPE M 500.0000 4,000.00 8.000 4,000.00 081 200 MM SDR35 PVC SEWER PIPE M 375.0000 165,000.00 440.000 165,000.00 082 375 MM SDR35 PVC SEWER PIPE M 600.0000 15,000.00 9.000 5,400.00 083 CLASS 4 AGGREGATE SUBBASE M3 25.0000 110,000.00 856.610 21,415.25 2,426.910 60,672.75 084 CLASS 2 AGGREGATE BASE M3 50.0000 85,000.00 338.960 16,948.00 918.060 45,903.00 085 LEAN CONCRETE BASE M3 115.0000 127,650.00 213.300 24,529.50 599.400 68,931.00 086 HOT MIX ASPHALT (TYPE A) TONN 90.0000 484,200.00 831.030 74,792.70 2,272.720 204,544.80 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 130.0000 191,100.00 0.000 0.00 088 DATA CORE LS 2,500.0000 2,500.00 0.000 0.00 089 PLACE HOT MIX ASPHALT M2 60.0000 1,440.00 24.000 1,440.00 (MISCELLANEOUS AREA) 090 TACK COAT TONN 600.0000 3,600.00 0.700 420.00 1.620 972.00 091 FURNISH PILING (CLASS 625) (ALTERNATIVE M 200.0000 130,800.00 655.880 131,176.00 X) (MODIFIED) 092 DRIVE PILE (CLASS 625) (ALTERNATIVE X) EA 2,900.0000 159,500.00 55.000 159,500.00 (MODIFIED) 093 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 320.0000 45,120.00 141.000 45,120.00 (F) 094 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 404,250.00 7.000 7,350.00 378.000 396,900.00 (F) 095 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 180,500.00 5.000 4,750.00 190.000 180,500.00 (F) 096 STRUCTURAL CONCRETE, BARRIER SLAB M3 500.0000 310,000.00 0.000 0.00 (F) 097 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 38,850.00 0.000 0.00 (F) (TYPE N MODIFIED) 098 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 68,750.00 1.200 1,500.00 5.890 7,362.50 (F) 099 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 140,000.00 4.000 140,000.00 BULB-TEE GIRDER (35 M-40 M) 100 ERECT PRECAST PRESTRESSED CONCRETE EA 20,000.0000 80,000.00 4.000 80,000.00 GIRDER 101 JOINT SEAL (MR 25 MM) (SILICONE) M 160.0000 5,120.00 0.000 0.00 102 BAR REINFORCING STEEL KG 2.0000 18,100.00 0.000 0.00 (F) 103 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 78,900.00 250.000 500.00 39,200.000 78,400.00 (F) PROGRAM CAS145 PAGE 5 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 15,740.00 7,870.000 15,740.00 (F) 105 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,210.00 0.000 0.00 (1.6 MM-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,340.00 0.000 0.00 (2.0 MM-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 850.00 0.000 0.00 (1.6 MM-FRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 680.00 0.000 0.00 (2.0 MM-FRAMED) 109 METAL (RAIL MOUNTED SIGN) KG 18.0000 20,106.00 0.000 0.00 (F) 110 ROADSIDE SIGN - ONE POST EA 250.0000 7,000.00 0.000 0.00 111 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 0.000 0.00 112 300 MM ALTERNATIVE PIPE CULVERT M 180.0000 2,880.00 0.000 0.00 113 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 95,400.00 45.000 8,100.00 114 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 8,640.00 0.000 0.00 115 900 MM ALTERNATIVE PIPE CULVERT M 525.0000 5,250.00 10.000 5,250.00 10.000 5,250.00 116 CONCRETE BACKFILL M3 450.0000 27,900.00 5.260 2,367.00 5.260 2,367.00 (RAPID STRENGTH CONCRETE) 117 400 MM JACKED HDPE M 1,700.0000 49,300.00 30.470 51,799.00 118 475 MM X 750 MM OVAL SHAPED RCP M 750.0000 21,000.00 11.530 8,647.50 23.420 17,565.00 119 150 MM PERFORATED PLASTIC PIPE M 60.0000 3,060.00 0.000 0.00 UNDERDRAIN 120 DRAINAGE INLET MARKER EA 70.0000 210.00 0.000 0.00 121 INSTALL DRAINAGE INLET MARKER EA 70.0000 210.00 0.000 0.00 122 900 MM CORRUGATED STEEL PIPE INLET M 1,500.0000 3,000.00 0.000 0.00 (2.77 MM THICK) 123 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 1,600.00 0.000 0.00 124 475 MM X 750 MM OVAL ALTERNATIVE FLARED EA 750.0000 750.00 0.000 0.00 END SECTION 125 900 MM AUTOMATIC DRAINAGE GATE EA 3,500.0000 3,500.00 0.000 0.00 126 SANITARY SEWER MANHOLE EA 4,500.0000 27,000.00 6.000 27,000.00 127 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 300.0000 1,800.00 0.000 0.00 128 FILTER FABRIC M2 1.0000 3,220.00 0.000 0.00 129 ROCK SLOPE PROTECTION FABRIC M2 1.0000 16.00 0.000 0.00 130 MINOR CONCRETE (MISCELLANEOUS M3 870.0000 47,850.00 12.500 10,875.00 12.500 10,875.00 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 40.0000 12,000.00 0.000 0.00 132 MISCELLANEOUS IRON AND STEEL KG 2.5000 12,800.00 119.000 297.50 789.000 1,972.50 (F) 133 WATER DISTRIBUTION (460 MM PVC/DI) LS 125,000.0000 125,000.00 1.000 125,000.00 134 WATER DISTRIBUTION (200 MM PVC) LS 225,000.0000 225,000.00 0.970 218,250.00 135 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 33,200.00 397.000 15,880.00 136 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 3,000.00 0.000 0.00 137 DELINEATOR (CLASS 1) EA 45.0000 4,320.00 0.000 0.00 138 OBJECT MARKER EA 10.0000 40.00 0.000 0.00 139 HANDRAILING M 580.0000 9,860.00 0.000 0.00 140 BOLLARD EA 345.0000 24,840.00 0.000 0.00 141 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 675.00 1.000 675.00 142 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 143 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 25,000.00 0.000 0.00 144 CONCRETE BARRIER (TYPE 60S) M 350.0000 30,800.00 0.000 0.00 145 CONCRETE BARRIER (TYPE 60SC) M 350.0000 164,500.00 0.000 0.00 146 CONCRETE BARRIER (TYPE 732) M 100.0000 65,800.00 0.000 0.00 (F) 147 CONCRETE BARRIER (TYPE 732B) M 100.0000 7,100.00 0.000 0.00 148 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 8,000.00 0.000 0.00 149 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,280.00 0.000 0.00 150 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 576.00 0.000 0.00 151 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,250.00 0.000 0.00 152 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 140.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 153 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 950.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 154 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,030.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 155 PAINT TRAFFIC STRIPE (2-COAT) M 3.0000 1,770.00 0.000 0.00 156 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 810.00 0.000 0.00 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 2,170.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.150 75.00 0.634 317.00 SYSTEM ELEMENTS DURING CONSTRUCTION 159 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.050 3,750.00 0.950 71,250.00 160 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.096 7,200.00 161 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.020 2,000.00 0.940 94,000.00 162 LIGHTING (CITY STREET) LS 28,000.0000 28,000.00 0.100 2,800.00 0.100 2,800.00 163 LIGHTING (STAGE CONSTRUCTION) LS 14,000.0000 14,000.00 0.050 700.00 1.000 14,000.00 164 LIGHTING (PARKING LOT) LS 9,000.0000 9,000.00 0.000 0.00 165 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.100 7,500.00 0.400 30,000.00 166 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 0.280 42,000.00 0.592 88,800.00 167 SPREAD SPECTRUM RADIO INTERCONNECT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM 168 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 169 INTEGRATED CAMERA UNIT EA 7,000.0000 7,000.00 0.000 0.00 170 CAMERA CONTROL UNIT (CCU) EA 7,000.0000 7,000.00 0.000 0.00 171 VIDEO ENCODER UNIT (VEU) EA 7,000.0000 7,000.00 0.000 0.00 172 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 4,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY PROGRAM CAS145 PAGE 8 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264044 TIME 10:35 AM ESTIMATE NO. 10 BID OPENING 10/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 314,020.55 3,400,956.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,600.51 161,001.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 315,621.06 3,561,957.90 173 MOBILIZATION LS 768,000.0000 768,000.00 0.950 729,600.00 ORIGINAL CONTRACT AMOUNT 8,290,102.00 TOTAL WORK COMPLETED 315,621.06 4,291,557.90 MATERIALS ON HAND ON SITE 79,061.88 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -10,000.00 TOTAL 320,621.06 4,360,619.78 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 11/17/11 500 12/08/11 01/11/12 06/12/14 149 27 0 0 49% 30% PROGRESS IS SATISFACTORY HISLOP, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 09/18/12