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 08/22/12 EST. NO.45 TIME 09:11 AM R.E. NAME: STREATER, HAL 04-129654 --------------------------------------------------------------------------- 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 0358 348.56 E.W. @ F.A.(+) 120811 Y 1480.0 0359 371.25 120911 Y 1481.0 0369 1,377.21 051012 N 1522.0 0370 2,523.25 060812 N 1531.0 0371 846.55 061112 N 1532.0 0372 1,934.27 061112 N 1533.0 0373 1,317.65 061212 N 1534.0 0374 488.32 061312 N 1537.0 0375 2,024.13 061412 N 1544.0 0377 527.26 061812 N 1547.0 0378 196.83 061912 N 1549.0 0379 821.95 062012 N 1552.0 0380 1,706.87 071612 N 1558.0 0381 635.26 061212 N 1535.0 003 0034-1 -165.00 E.W. @ F.A.(+) 112811 N 1443.1 DAO CORRECTING ENTRY 0035-1 -165.00 123011 N 1444.1 DAO CORRECTING ENTRY 0036-1 -165.00 022712 N 1445.1 DAO CORRECTING ENTRY 0037-1 -165.00 103111 N 1513.0 DAO CORRECTING ENTRY 020 0105 1,511.61 E.W. @ F.A.(+) 052212 N 1524.0 0106 999.01 052312 N 1525.0 0107 626.62 052412 N 1526.0 0108 522.33 053012 N 1527.0 0109 1,724.52 053112 N 1528.0 0110 252.25 060112 N 1529.0 0111 1,622.71 071212 N 1556.0 0112 1,078.43 071312 N 1557.0 0113 2,429.37 071612 N 1559.0 025 0065 1,157.26 E.W. @ F.A.(+) 040512 N 1484.0 0068 2,789.12 061412 N 1542.0 0069 681.88 061512 N 1543.0 026 0013 50,813.37 A.C. @ U.P.(+) 051512 N 0013 0 0014 52,757.89 061512 N 0014 0 0015 90,025.16 071512 N 0015 0 035 0085 2,396.85 E.W. @ F.A.(+) 050712 N 1521.0 0086 991.02 062112 N 1553.0 036 0088 361.76 E.W. @ F.A.(+) 062212 N 1554.0 0089 595.18 062512 N 1555.0 065 0052 1,183.35 E.W. @ F.A.(+) 062012 N 1551.0 070 0023 561.03 E.W. @ F.A.(+) 120511 Y 1478.0 072 0009 2,605.44 E.W. @ U.P (+) 011912 N 720050 232,145.52 TOTAL THIS ESTIMATE 3,074,642.24 TOTAL PREVIOUS ESTIMATE 3,306,787.76 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 08/22/12 EST. NO.45 TIME 09:11 AM R.E. NAME: STREATER, HAL 04-129654 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 LOCATION PROGRESS ESTIMATE 04-SON-101-13.9/15.5 ----------------- GHILOTTI BROS., INC IN SONOMA COUNTY IN ROHNERT PARK 454 JACOBY STREET FROM ROHNERT PARK EXPRESSWAY SAN RAFAEL CA OVERCROSSING TO SANTA ROSA AVENUE OVERCROSSING. FED. AID NO. N O N E WIDEN AND RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.0000 5,500.00 0.750 4,125.00 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 1,008,000.00 23.000 27,600.00 651.000 781,200.00 003 TEMPORARY FENCE (TYPE ESA) M 3.5000 8,050.00 2,625.000 9,187.50 004 TEMPORARY SUPPORT LS 3,000.0000 3,000.00 1.000 3,000.00 005 300 MM TEMPORARY CULVERT M 125.0000 31,250.00 175.080 21,885.00 006 450 MM TEMPORARY CULVERT M 140.0000 21,000.00 71.000 9,940.00 007 750 MM TEMPORARY CULVERT M 200.0000 800.00 0.000 0.00 008 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.030 750.00 0.920 23,000.00 009 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 010 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 011 DEWATERING AND NON-STORMWATER DISCHARGE LS 50,000.0000 50,000.00 1.000 50,000.00 012 TEMPORARY SILT FENCE M 3.0000 10,710.00 4,129.200 12,387.60 013 TEMPORARY GRAVEL BAG BERM M 10.0000 9,600.00 1,852.200 18,522.00 014 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 10,500.00 15.750 23,625.00 015 TEMPORARY COVER M2 2.5000 10,375.00 5,187.500 12,968.75 016 TEMPORARY CHECK DAM M 8.0000 960.00 523.500 4,188.00 017 MOVE-IN/MOVE-OUT EA 700.0000 4,200.00 8.000 5,600.00 (TEMPORARY EROSION CONTROL) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 13,750.00 103.000 12,875.00 019 TEMPORARY HYDRAULIC MULCH M2 0.8000 22,080.00 123,584.290 98,867.43 (BONDED FIBER MATRIX) 020 STREET SWEEPING LS 15,000.0000 15,000.00 0.030 450.00 0.920 13,800.00 021 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 42,000.00 44.000 66,000.00 022 TEMPORARY CONSTRUCTION ROADWAY M3 72.0000 73,440.00 1,020.000 73,440.00 PROGRAM CAS145 PAGE 2 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.030 600.00 0.920 18,400.00 024 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.030 4,500.00 0.920 138,000.00 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,030.00 145.359 5,087.57 026 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 38,100.00 9,250.000 9,250.00 57,704.640 57,704.64 027 TEMPORARY PAVEMENT MARKER EA 4.0000 34,600.00 8,139.000 32,556.00 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 029 TEMPORARY RAILING (TYPE K) M 10.5000 242,550.00 24,219.300 254,302.65 030 TEMPORARY CRASH CUSHION MODULE EA 180.0000 108,000.00 398.000 71,640.00 031 TEMPORARY RETAINING WALL M2 97.0000 408,370.00 4,210.000 408,370.00 032 ABANDON CULVERT EA 650.0000 14,950.00 19.000 12,350.00 033 ABANDON INLET EA 450.0000 900.00 1.000 450.00 034 OBLITERATE SURFACING M2 1.1000 6,006.00 5,766.000 6,342.60 035 REMOVE CHAIN LINK FENCE M 6.5000 10,920.00 2,012.650 13,082.23 036 REMOVE METAL BEAM GUARD RAILING M 19.0000 26,790.00 1,922.000 36,518.00 037 REMOVE DOUBLE THRIE BEAM BARRIER M 21.0000 45,780.00 2,186.430 45,915.03 038 REMOVE FLARED END SECTION EA 145.0000 435.00 3.000 435.00 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 9,220.00 1,389.510 2,779.02 STRIPE 040 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 12,255.00 3,175.000 4,762.50 7,586.622 11,379.93 041 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 240.00 41.980 839.60 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,155.00 4,461.974 6,692.96 043 REMOVE PAVEMENT MARKER EA 1.0000 4,820.00 2,367.000 2,367.00 044 REMOVE ROADSIDE SIGN EA 75.0000 2,550.00 34.000 2,550.00 045 REMOVE ROADSIDE SIGN EA 40.0000 240.00 6.000 240.00 (STRAP AND SADDLE BRACKET METHOD) 046 REMOVE SIGN STRUCTURE EA 1,500.0000 10,500.00 7.000 10,500.00 047 REMOVE ASPHALT CONCRETE DIKE M 5.0000 600.00 132.000 660.00 048 REMOVE CULVERT M 30.0000 5,700.00 271.400 8,142.00 049 REMOVE EDGE DRAIN M 38.0000 61,940.00 300.000 11,400.00 PROGRAM CAS145 PAGE 3 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 250.0000 7,250.00 28.000 7,000.00 051 REMOVE HEADWALL EA 400.0000 2,400.00 7.000 2,800.00 052 RECONSTRUCT CHAIN LINK FENCE M 87.0000 10,440.00 173.780 15,118.86 053 RELOCATE HYDRANT EA 4,000.0000 4,000.00 1.000 4,000.00 054 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 750.00 0.000 0.00 055 ADJUST INLET EA 1,500.0000 6,000.00 2.000 3,000.00 056 GRATE LOCKING DEVICE EA 300.0000 900.00 0.000 0.00 057 MODIFY INLET EA 1,500.0000 3,000.00 1.000 1,500.00 058 REMODEL INLET EA 1,500.0000 3,000.00 2.000 3,000.00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 60,400.00 14,800.000 59,200.00 42,741.100 170,964.40 060 REMOVE CONCRETE M3 100.0000 36,000.00 383.210 38,321.00 061 REMOVE CONCRETE BARRIER M 50.0000 12,500.00 250.000 12,500.00 062 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000.00 063 TEMPORARY CAP INLET EA 750.0000 3,750.00 5.000 3,750.00 064 BRIDGE REMOVAL LS 400,000.0000 400,000.00 1.000 400,000.00 065 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 066 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 067 ROADWAY EXCAVATION M3 8.5000 480,250.00 54,425.440 462,616.24 068 ROADWAY EXCAVATION (TYPE Y-1) M3 15.0000 102,750.00 7,122.000 106,830.00 (AERIALLY DEPOSITED LEAD) 069 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 188,050.00 3,761.000 188,050.00 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 114,800.00 4,667.000 116,675.00 (F) 071 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 127,050.00 2,541.000 127,050.00 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 250,280.00 6,509.000 260,360.00 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 200.0000 98,600.00 510.000 102,000.00 (F) WALL) 074 SAND BACKFILL M3 160.0000 17,600.00 85.550 13,688.00 075 DITCH EXCAVATION M3 20.0000 63,000.00 125.000 2,500.00 2,791.500 55,830.00 076 IMPORTED BORROW M3 2.5000 455,000.00 159,996.900 399,992.25 PROGRAM CAS145 PAGE 4 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 SUBGRADE ENHANCEMENT GEOSYNTHETIC M2 6.0000 11,820.00 2,015.500 12,093.00 078 SETTLEMENT PLATFORM INSTALLATION AND LS 20,000.0000 20,000.00 0.800 16,000.00 MONITORING 079 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 080 BIOFILTRATION SWALES M2 9.0000 4,860.00 0.000 0.00 081 EROSION CONTROL (TYPE D) HA 9,500.0000 57,000.00 0.750 7,125.00 4.541 43,139.50 082 EROSION CONTROL (NETTING) M2 8.0000 46,560.00 7,982.000 63,856.00 083 FIBER ROLLS M 5.0000 46,900.00 6,122.600 30,613.00 084 COMPOST, INCORPORATE M2 5.0000 24,700.00 0.000 0.00 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 1.000 700.00 4.000 2,800.00 086 MAINTAIN EXISTING PLANTED AREAS LS 8,000.0000 8,000.00 0.000 0.00 087 PLANT ESTABLISHMENT WORK LS 1,500.0000 1,500.00 0.000 0.00 088 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 089 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 86,700.00 578.000 86,700.00 (F) 090 WATER METER EA 40,000.0000 40,000.00 0.000 0.00 091 200 MM CORRUGATED HIGH DENSITY M 175.0000 28,000.00 156.030 27,305.25 POLYETHYLENE PIPE CONDUIT 092 CLASS 4 AGGREGATE SUBBASE M3 17.0000 654,500.00 20.000 340.00 38,873.440 660,848.48 093 CLASS 2 AGGREGATE BASE M3 125.0000 38,750.00 33.620 4,202.50 390.660 48,832.50 094 CLASS 3 AGGREGATE BASE M3 54.0000 401,760.00 89.000 4,806.00 7,467.900 403,266.60 095 CEMENT TREATED BASE M3 65.0000 981,500.00 13,651.860 887,370.90 (PLANT-MIXED, CLASS A) 096 LEAN CONCRETE BASE M3 330.0000 6,930.00 13.000 4,290.00 097 HOT MIX ASPHALT TONN 96.0000 5,577,600.00 4,050.270 388,825.92 59,495.340 5,711,552.64 098 HOT MIX ASPHALT (OPEN GRADED) TONN 114.0000 605,340.00 0.000 0.00 099 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 128.0000 846,080.00 0.000 0.00 100 PAVEMENT REINFORCING FABRIC M2 8.0000 5,760.00 0.000 0.00 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 600.00 19.510 58.53 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 3,030.00 175.300 525.90 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 2,580.00 457.620 1,372.86 PROGRAM CAS145 PAGE 5 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT M2 21.0000 9,450.00 71.000 1,491.00 291.000 6,111.00 (MISCELLANEOUS AREA) 105 TACK COAT TONN 750.0000 97,500.00 4.930 3,697.50 93.888 70,416.00 106 CONCRETE PAVEMENT M3 500.0000 18,500.00 22.500 11,250.00 107 SEAL PAVEMENT JOINT M 1,500.0000 43,500.00 0.000 0.00 108 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,692,000.00 1,410.000 1,692,000.00 PILING 109 FURNISH PILING (CLASS 625) M 40.0000 115,600.00 2,890.000 115,600.00 (ALTERNATIVE X) 110 DRIVE PILE (CLASS 625) EA 2,000.0000 240,000.00 120.000 240,000.00 (ALTERNATIVE X) 111 FURNISH PILING (CLASS 400) M 207.0000 398,061.00 1,923.000 398,061.00 (ALTERNATIVE W) 112 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,500.0000 320,000.00 128.000 320,000.00 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.000 350,000.00 114 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 186,900.00 623.000 186,900.00 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,881,500.00 20.000 13,000.00 7,510.000 4,881,500.00 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 675.0000 1,377,000.00 2,113.440 1,426,572.00 (F) 117 STRUCTURAL CONCRETE, CRASH WALL M3 500.0000 154,000.00 208.000 104,000.00 308.000 154,000.00 (F) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 386,400.00 552.000 386,400.00 (F) (TYPE N) 119 CLASS 2 CONCRETE (HEADWALL) M3 1,100.0000 11,000.00 10.640 11,704.00 (F) 120 CLASS 1 CONCRETE (BOX CULVERT) M3 900.0000 107,100.00 119.000 107,100.00 (F) 121 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 184,500.00 3.000 4,500.00 125.540 188,310.00 (F) 122 MINOR CONCRETE (BACKFILL) M3 150.0000 2,850.00 13.680 2,052.00 123 ARCHITECTURAL TREATMENT M2 35.0000 90,615.00 2,646.000 92,610.00 (F) 124 ANTI-GRAFFITI COATING M2 8.0000 59,848.00 3,490.000 27,920.00 7,537.900 60,303.20 (F) 125 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 4,000.0000 748,000.00 187.000 748,000.00 126 JOINT SEAL (MR 50 MM) M 200.0000 20,400.00 102.000 20,400.00 127 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 2,697,022.50 1,457,850.000 2,697,022.50 (F) 128 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 222,822.00 132,915.000 239,247.00 (F) 129 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2500 25,533.75 20,427.000 25,533.75 (F) 130 HEADED BAR REINFORCEMENT EA 30.0000 14,520.00 484.000 14,520.00 (F) PROGRAM CAS145 PAGE 6 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 618,480.00 68,720.000 618,480.00 (F) 132 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2500 17,180.00 68,720.000 17,180.00 (F) 133 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 15,000.00 147.070 14,707.00 134 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,400.00 0.000 0.00 (1.6 MM-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 3,360.00 0.000 0.00 (2.0 MM-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 5,040.00 0.000 0.00 (2.0 MM-FRAMED) 137 1524 MM CAST-IN-DRILLED-HOLE M 1,200.0000 69,600.00 58.000 69,600.00 CONCRETE PILE (SIGN FOUNDATION) 138 METAL (RAIL MOUNTED SIGN) KG 15.0000 10,800.00 0.000 0.00 139 ROADSIDE SIGN - ONE POST EA 150.0000 4,650.00 25.000 3,750.00 30.000 4,500.00 140 ROADSIDE SIGN - TWO POST EA 350.0000 4,200.00 10.000 3,500.00 12.000 4,200.00 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 900.00 6.000 540.00 7.000 630.00 METHOD) 142 RECONSTRUCT RAILROAD TRACK AND EXTEND LS 50,000.0000 50,000.00 1.000 50,000.00 CONCRETE CROSSING PANELS 143 GRADE CROSSING SIGNAL SYSTEM LS 400,000.0000 400,000.00 0.990 396,000.00 144 375 MM ALTERNATIVE PIPE CULVERT M 90.0000 13,500.00 226.500 20,385.00 145 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 155.0000 139,500.00 1,005.000 155,775.00 146 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 162.0000 72,900.00 425.000 68,850.00 147 450 MM ALTERNATIVE PIPE CURLVERT M 169.0000 16,562.00 82.700 13,976.30 (TYPE C) 148 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 5,525.00 16.500 5,362.50 149 300 MM REINFORCED CONCRETE PIPE M 145.0000 1,885.00 13.100 1,899.50 150 375 MM REINFORCED CONCRETE PIPE M 155.0000 7,750.00 19.000 2,945.00 48.100 7,455.50 151 450 MM REINFORCED CONCRETE PIPE M 165.0000 18,150.00 110.600 18,249.00 152 900 MM REINFORCED CONCRETE PIPE M 600.0000 2,400.00 6.700 4,020.00 153 300 MM CORRUGATED STEEL PIPE M 145.0000 23,200.00 148.650 21,554.25 154 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 12,000.00 26.200 7,860.00 40.200 12,060.00 (1.63 MM THICK) 155 TEMPORARY 450 MM SLOTTED CORRUGATED M 250.0000 97,500.00 0.000 0.00 STEEL PIPE 156 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 800.00 0.000 0.00 157 DRAINAGE INLET MARKER EA 50.0000 1,450.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 8,000.00 6.870 6,870.00 (2.77 MM THICK) 159 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 160 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,150.00 7.000 2,450.00 161 ROCK SLOPE PROTECTION M3 240.0000 9,600.00 42.100 10,104.00 (FACING, METHOD B) 162 SLOPE PAVING (CONCRETE) (DRY STACK ROCK) M3 550.0000 165,550.00 81.000 44,550.00 301.000 165,550.00 (F) 163 TEMPORARY SACKED CONCRETE SLOPE M3 1,500.0000 450.00 0.000 0.00 PROTECTION 164 ROCK SLOPE PROTECTION FABRIC M2 2.5000 220.00 87.800 219.50 165 MINOR CONCRETE (MISCELLANEOUS M3 410.0000 455,100.00 24.530 10,057.30 806.630 330,718.30 CONSTRUCTION) 166 MINOR CONCRETE (GUTTER) M 82.0000 46,658.00 569.000 46,658.00 (F) 167 MISCELLANEOUS IRON AND STEEL KG 2.5000 43,830.00 13,358.000 33,395.00 (F) 168 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 133,995.00 8,933.000 133,995.00 (F) 169 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 22,000.00 436.600 21,830.00 VINYL-CLAD) 170 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 30,800.00 533.230 21,329.20 171 DELINEATOR (CLASS 1) EA 35.0000 2,660.00 0.000 0.00 172 OBJECT MARKER (TYPE K-1) EA 35.0000 140.00 0.000 0.00 173 OBJECT MARKER (TYPE K-2) EA 35.0000 35.00 0.000 0.00 174 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 105,000.00 1,637.810 122,835.75 175 CHAIN LINK FENCE M 54.0000 7,128.00 132.000 7,128.00 (F) (TYPE CL-1.2, VINYL CLAD) (MODIFIED) 176 TERMINAL SYSTEM (TYPE SKT) EA 3,000.0000 3,000.00 1.000 3,000.00 177 TRANSITION RAILING (TYPE WB) EA 3,500.0000 28,000.00 6.000 21,000.00 178 END SECTION EA 100.0000 1,300.00 8.000 800.00 179 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 11.000 27,500.00 180 END CAP (TYPE A) EA 100.0000 400.00 6.000 600.00 181 END CAP (TYPE TA) EA 150.0000 1,200.00 6.000 900.00 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 9,600.00 13.000 10,400.00 183 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 184 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60) M 165.0000 204,600.00 -400.000 -66,000.00 843.000 139,095.00 186 CONCRETE BARRIER (TYPE 60A) M 200.0000 45,200.00 226.000 45,200.00 (F) 187 CONCRETE BARRIER (TYPE 60C) M 240.0000 312,000.00 176.000 42,240.00 1,473.000 353,520.00 188 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 206,100.00 687.000 206,100.00 (F) 189 CONCRETE BARRIER (TYPE 732) M 250.0000 500.00 3.000 750.00 190 CONCRETE BARRIER (TYPE 732A) M 250.0000 1,500.00 6.000 1,500.00 191 CONCRETE BARRIER (TYPE 736A) M 250.0000 92,500.00 370.000 92,500.00 192 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 25,200.00 11.700 468.00 193 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 22,200.00 0.000 0.00 194 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 2,173.50 0.000 0.00 195 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,160.00 0.000 0.00 196 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,250.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 197 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 310.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 198 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 199 PARKING BUMPER (PRECAST CONCRETE) EA 35.0000 245.00 0.000 0.00 200 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,780.00 181.000 362.00 201 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6500 10,366.00 32.000 116.80 202 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,500.0000 3,500.00 0.850 2,975.00 SYSTEM ELEMENTS DURING CONSTRUCTION 203 SIGNAL AND LIGHTING (LOCATION 1) LS 90,000.0000 90,000.00 0.050 4,500.00 0.950 85,500.00 204 SIGNAL AND LIGHTING (LOCATION 2) LS 35,000.0000 35,000.00 0.050 1,750.00 0.950 33,250.00 205 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.050 7,000.00 0.950 133,000.00 206 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.050 8,750.00 0.950 166,250.00 207 SIGNAL AND LIGHTING (LOCATION 5) LS 125,000.0000 125,000.00 0.050 6,250.00 0.950 118,750.00 208 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 110,000.0000 110,000.00 1.000 110,000.00 209 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000.00 (STAGE CONSTRUCTION) 210 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 1.000 75,000.00 (LOCATION 1) 211 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.870 174,000.00 (LOCATION 2) PROGRAM CAS145 PAGE 9 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 1.000 75,000.00 (LOCATION 3) 213 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.5000 4,913.00 578.000 4,913.00 (F) 214 EMERGENCY VEHICLE DETECTOR SYSTEM LS 25,000.0000 25,000.00 0.200 5,000.00 0.600 15,000.00 215 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.900 45,000.00 216 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 125,000.0000 125,000.00 0.920 115,000.00 217 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 75,000.0000 75,000.00 0.900 67,500.00 218 CAMERA UNIT EA 5,000.0000 10,000.00 0.000 0.00 219 PAN/TILT UNIT EA 5,000.0000 10,000.00 0.000 0.00 220 CAMERA CONTROL UNIT EA 25,000.0000 50,000.00 2.000 50,000.00 221 VIDEO ENCODER UNIT EA 1,500.0000 3,000.00 2.000 3,000.00 222 INTEGRATED SERVICE DIGITAL NETWORK EA 2,000.0000 4,000.00 0.000 0.00 (ISDN) TERMINAL ADAPTER 223 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 4,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 224 DIAL-UP MODEM EA 1,500.0000 1,500.00 0.000 0.00 225 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 4,000.00 0.000 0.00 CONTROLLER ASSEMBLY 226 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 7,500.0000 30,000.00 0.000 0.00 227 HIGHWAY ADVISORY RADIO SYSTEM EA 12,000.0000 12,000.00 0.000 0.00 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 229 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 275.0000 28,875.00 105.000 28,875.00 PROGRAM CAS145 PAGE 10 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:11 AM ESTIMATE NO. 45 BID OPENING 12/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 752,912.72 32,136,140.47 ADJUSTMENT OF COMPENSATION 193,596.42 1,140,197.47 EXTRA WORK 38,549.10 2,166,590.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 985,058.24 35,442,928.23 230 MOBILIZATION LS 620,000.0000 3,620,000.00 1.000 3,620,000.00 ORIGINAL CONTRACT AMOUNT 37,967,153.75 TOTAL WORK COMPLETED 985,058.24 39,062,928.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 985,058.24 39,062,928.23 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 03/20/09 870 05/14/09 05/14/09 12/30/12 644 163 -142 0 93% 92% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/12