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 09/20/10 EST. NO.18 TIME 09:16 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 0010 246.06 E.W. @ F.A.(+) 110509 Y 0116.0 0011 97.03 110609 Y 0117.0 0012 129.37 110909 Y 0146.0 0027 224.52 111809 Y 0265.0 0055 212.75 031510 Y 0387.1 0056 212.75 031610 Y 0388.1 0057 212.75 031910 Y 0391.1 0058 212.75 031710 Y 0389.1 0059 189.08 031810 Y 0390.1 0091 43.36 110209 Y 0115.1 0097 1,133.02 051010 Y 0513.0 0098 1,166.47 051110 Y 0514.0 0099 126.42 051310 Y 0515.0 0100 99.31 051410 Y 0516.0 0101 936.16 051810 Y 0517.0 0102 166.16 051710 Y 0518.0 0103 332.32 051710 Y 0519.0 0104 1,391.68 051810 Y 0520.0 0105 523.24 052010 Y 0521.0 0106 213.90 052010 Y 0522.0 0107 646.20 010610 Y 0523.0 0108 2,088.23 010710 Y 0524.0 0112 593.96 052410 Y 0528.0 0113 190.03 052410 Y 0529.0 0114 99.31 051510 Y 0550.0 0115 109.00 051510 Y 0551.0 0116 166.16 060310 Y 0552.0 0117 1,163.10 060310 Y 0553.0 0118 1,761.75 061410 N 0687.0 0119 1,131.62 061810 N 0692.0 0120 1,742.90 071510 N 0740.0 0121 88.23 071910 N 0741.0 0122 6,438.46 072010 N 0742.0 0123 250.12 073010 N 0751.0 003 0015 4,129.35 E.W. @ F.A.(+) 051810 N 0700.0 012 0002 828.75 E.W. @ F.A.(+) 070810 N 0752.0 016 0023 129.28 E.W. @ F.A.(+) 061609 N 0109.2 0024 107.80 071609 N 0166.2 019 0004 776.00 E.W. @ U.P (+) 051810 N 190050 020 0060 783.07 E.W. @ F.A.(+) 010710 Y 0360.1 0064 1,154.58 051910 N 0504.0 0065 798.02 052510 N 0505.0 0066 910.86 060210 N 0541.0 0067 647.34 060310 N 0543.0 0068 621.49 060910 N 0548.0 0069 1,403.57 061110 N 0686.0 0070 461.84 062310 N 0695.0 0075 4,302.72 041310 N 0478.1 0076 3,203.42 041410 N 0479.1 0077 860.60 071510 N 0739.0 0078 1,380.19 072610 N 0750.0 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 09/20/10 EST. NO.18 TIME 09:16 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 --------------------------------------------------------------------------- 025 0024 2,482.06 E.W. @ F.A.(+) 062110 N 0675.0 0025 1,628.75 061110 N 0542.0 035 0051 1,065.83 E.W. @ F.A.(+) 060310 N 0545.0 0052 1,299.47 060710 N 0546.0 0053 1,411.14 060810 N 0547.0 0054 1,500.17 070910 N 0710.0 0055 2,967.82 071210 N 0736.0 0056 5,578.60 071310 N 0737.0 0057 3,944.75 071410 N 0738.0 050 0008 993.71 E.W. @ F.A.(+) 111109 Y 0147.1 0010 807.66 052510 Y 0530.0 051 0019 363.87 E.W. @ F.A.(+) 042610 N 0481.0 70,880.88 TOTAL THIS ESTIMATE 871,088.91 TOTAL PREVIOUS ESTIMATE 941,969.79 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 09/20/10 EST. NO.18 TIME 09:16 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 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 0.500 2,750.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 1,008,000.00 235.000 282,000.00 03 TEMPORARY FENCE (TYPE ESA) M 3.5000 8,050.00 2,550.000 8,925.00 04 TEMPORARY SUPPORT LS 3,000.0000 3,000.00 1.000 3,000.00 05 300 MM TEMPORARY CULVERT M 125.0000 31,250.00 164.080 20,510.00 06 450 MM TEMPORARY CULVERT M 140.0000 21,000.00 62.000 8,680.00 07 750 MM TEMPORARY CULVERT M 200.0000 800.00 0.000 0.00 08 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.050 1,250.00 0.550 13,750.00 09 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 10 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 11 DEWATERING AND NON-STORMWATER DISCHARGE LS 50,000.0000 50,000.00 0.750 37,500.00 12 TEMPORARY SILT FENCE M 3.0000 10,710.00 400.000 1,200.00 3,144.700 9,434.10 13 TEMPORARY GRAVEL BAG BERM M 10.0000 9,600.00 627.000 6,270.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 10,500.00 24.000 36,000.00 15 TEMPORARY COVER M2 2.5000 10,375.00 11,435.000 28,587.50 16 TEMPORARY CHECK DAM M 8.0000 960.00 116.000 928.00 17 MOVE-IN/MOVE-OUT EA 700.0000 4,200.00 1.000 700.00 8.000 5,600.00 (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 13,750.00 45.000 5,625.00 19 TEMPORARY HYDRAULIC MULCH M2 0.8000 22,080.00 26,000.000 20,800.00 85,799.970 68,639.98 (BONDED FIBER MATRIX) 20 STREET SWEEPING LS 15,000.0000 15,000.00 0.050 750.00 0.550 8,250.00 21 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 42,000.00 2.000 3,000.00 18.000 27,000.00 22 TEMPORARY CONSTRUCTION ROADWAY M3 72.0000 73,440.00 1,020.000 73,440.00 PROGRAM CAS145 PAGE 2 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.600 12,000.00 24 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.150 22,500.00 0.550 82,500.00 25 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,030.00 82.559 2,889.57 26 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 38,100.00 23,631.220 23,631.22 27 TEMPORARY PAVEMENT MARKER EA 4.0000 34,600.00 4,969.000 19,876.00 28 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 29 TEMPORARY RAILING (TYPE K) M 10.5000 242,550.00 17,509.200 183,846.60 30 TEMPORARY CRASH CUSHION MODULE EA 180.0000 108,000.00 338.000 60,840.00 31 TEMPORARY RETAINING WALL M2 97.0000 408,370.00 300.000 29,100.00 3,932.000 381,404.00 32 ABANDON CULVERT EA 650.0000 14,950.00 2.000 1,300.00 9.000 5,850.00 33 ABANDON INLET EA 450.0000 900.00 1.000 450.00 34 OBLITERATE SURFACING M2 1.1000 6,006.00 2,629.000 2,891.90 35 REMOVE CHAIN LINK FENCE M 6.5000 10,920.00 2,012.650 13,082.23 36 REMOVE METAL BEAM GUARD RAILING M 19.0000 26,790.00 1,922.000 36,518.00 37 REMOVE DOUBLE THRIE BEAM BARRIER M 21.0000 45,780.00 2,186.430 45,915.03 38 REMOVE FLARED END SECTION EA 145.0000 435.00 1.000 145.00 39 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 9,220.00 1,281.000 2,562.00 STRIPE 40 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 12,255.00 4,411.622 6,617.43 41 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 240.00 41.980 839.60 42 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,155.00 4,461.974 6,692.96 43 REMOVE PAVEMENT MARKER EA 1.0000 4,820.00 2,367.000 2,367.00 44 REMOVE ROADSIDE SIGN EA 75.0000 2,550.00 13.000 975.00 45 REMOVE ROADSIDE SIGN EA 40.0000 240.00 3.000 120.00 (STRAP AND SADDLE BRACKET METHOD) 46 REMOVE SIGN STRUCTURE EA 1,500.0000 10,500.00 5.000 7,500.00 47 REMOVE ASPHALT CONCRETE DIKE M 5.0000 600.00 122.000 610.00 48 REMOVE CULVERT M 30.0000 5,700.00 13.000 390.00 190.000 5,700.00 49 REMOVE EDGE DRAIN M 38.0000 61,940.00 300.000 11,400.00 PROGRAM CAS145 PAGE 3 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE INLET EA 250.0000 7,250.00 1.000 250.00 19.000 4,750.00 51 REMOVE HEADWALL EA 400.0000 2,400.00 6.000 2,400.00 52 RECONSTRUCT CHAIN LINK FENCE M 87.0000 10,440.00 0.000 0.00 53 RELOCATE HYDRANT EA 4,000.0000 4,000.00 1.000 4,000.00 54 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 750.00 0.000 0.00 55 ADJUST INLET EA 1,500.0000 6,000.00 1.000 1,500.00 56 GRATE LOCKING DEVICE EA 300.0000 900.00 0.000 0.00 57 MODIFY INLET EA 1,500.0000 3,000.00 0.000 0.00 58 REMODEL INLET EA 1,500.0000 3,000.00 1.000 1,500.00 1.000 1,500.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 60,400.00 36.100 144.40 60 REMOVE CONCRETE M3 100.0000 36,000.00 13.750 1,375.00 296.960 29,696.00 61 REMOVE CONCRETE BARRIER M 50.0000 12,500.00 250.000 12,500.00 62 CAP INLET EA 1,000.0000 2,000.00 0.000 0.00 63 TEMPORARY CAP INLET EA 750.0000 3,750.00 0.000 0.00 64 BRIDGE REMOVAL LS 400,000.0000 400,000.00 0.650 260,000.00 65 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 66 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 67 ROADWAY EXCAVATION M3 8.5000 480,250.00 10,199.380 86,694.73 45,539.440 387,085.24 68 ROADWAY EXCAVATION (TYPE Y-1) M3 15.0000 102,750.00 6,402.000 96,030.00 (AERIALLY DEPOSITED LEAD) 69 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 188,050.00 2,401.000 120,050.00 F) 70 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 114,800.00 4,592.000 114,800.00 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 127,050.00 198.000 9,900.00 1,408.000 70,400.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 250,280.00 1,460.000 58,400.00 6,212.900 248,516.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 200.0000 98,600.00 147.000 29,400.00 510.000 102,000.00 F) WALL) 74 SAND BACKFILL M3 160.0000 17,600.00 4.070 651.20 44.850 7,176.00 75 DITCH EXCAVATION M3 20.0000 63,000.00 2,276.100 45,522.00 76 IMPORTED BORROW M3 2.5000 455,000.00 12,849.500 32,123.75 93,359.500 233,398.75 PROGRAM CAS145 PAGE 4 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SUBGRADE ENHANCEMENT GEOSYNTHETIC M2 6.0000 11,820.00 2,015.500 12,093.00 78 SETTLEMENT PLATFORM INSTALLATION AND LS 20,000.0000 20,000.00 0.800 16,000.00 MONITORING 79 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 80 BIOFILTRATION SWALES M2 9.0000 4,860.00 0.000 0.00 81 EROSION CONTROL (TYPE D) HA 9,500.0000 57,000.00 0.202 1,919.00 82 EROSION CONTROL (NETTING) M2 8.0000 46,560.00 0.000 0.00 83 FIBER ROLLS M 5.0000 46,900.00 0.000 0.00 84 COMPOST, INCORPORATE M2 5.0000 24,700.00 0.000 0.00 85 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 1.000 700.00 86 MAINTAIN EXISTING PLANTED AREAS LS 8,000.0000 8,000.00 0.000 0.00 87 PLANT ESTABLISHMENT WORK LS 1,500.0000 1,500.00 0.000 0.00 88 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 89 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 86,700.00 122.000 18,300.00 F) 90 WATER METER EA 40,000.0000 40,000.00 0.000 0.00 91 200 MM CORRUGATED HIGH DENSITY M 175.0000 28,000.00 34.300 6,002.50 139.030 24,330.25 POLYETHYLENE PIPE CONDUIT 92 CLASS 4 AGGREGATE SUBBASE M3 17.0000 654,500.00 1,951.840 33,181.28 20,329.340 345,598.78 93 CLASS 2 AGGREGATE BASE M3 125.0000 38,750.00 106.980 13,372.50 94 CLASS 3 AGGREGATE BASE M3 54.0000 401,760.00 190.240 10,272.96 3,413.990 184,355.46 95 CEMENT TREATED BASE M3 65.0000 981,500.00 5,443.630 353,835.95 (PLANT-MIXED, CLASS A) 96 LEAN CONCRETE BASE M3 330.0000 6,930.00 0.000 0.00 97 HOT MIX ASPHALT TONN 96.0000 5,577,600.00 8.120 779.52 18,361.130 1,762,668.48 98 HOT MIX ASPHALT (OPEN GRADED) TONN 114.0000 605,340.00 0.000 0.00 99 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 128.0000 846,080.00 0.000 0.00 00 PAVEMENT REINFORCING FABRIC M2 8.0000 5,760.00 0.000 0.00 01 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 600.00 0.000 0.00 02 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 3,030.00 0.000 0.00 03 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 2,580.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE HOT MIX ASPHALT M2 21.0000 9,450.00 0.000 0.00 (MISCELLANEOUS AREA) 05 TACK COAT TONN 750.0000 97,500.00 31.368 23,526.00 06 CONCRETE PAVEMENT M3 500.0000 18,500.00 0.000 0.00 07 SEAL PAVEMENT JOINT M 1,500.0000 43,500.00 0.000 0.00 08 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,692,000.00 957.000 1,148,400.00 PILING 09 FURNISH PILING (CLASS 625) M 40.0000 115,600.00 2,890.000 115,600.00 (ALTERNATIVE X) 10 DRIVE PILE (CLASS 625) EA 2,000.0000 240,000.00 80.000 160,000.00 (ALTERNATIVE X) 11 FURNISH PILING (CLASS 400) M 207.0000 398,061.00 1,923.000 398,061.00 (ALTERNATIVE W) 12 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,500.0000 320,000.00 128.000 320,000.00 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.110 38,500.00 0.310 108,500.00 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 186,900.00 417.500 125,250.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,881,500.00 480.000 312,000.00 2,591.000 1,684,150.00 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 675.0000 1,377,000.00 2,059.440 1,390,122.00 F) 17 STRUCTURAL CONCRETE, CRASH WALL M3 500.0000 154,000.00 0.000 0.00 F) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 386,400.00 71.000 49,700.00 71.000 49,700.00 F) (TYPE N) 19 CLASS 2 CONCRETE (HEADWALL) M3 1,100.0000 11,000.00 10.640 11,704.00 F) 20 CLASS 1 CONCRETE (BOX CULVERT) M3 900.0000 107,100.00 96.300 86,670.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 184,500.00 7.140 10,710.00 33.900 50,850.00 F) 22 MINOR CONCRETE (BACKFILL) M3 150.0000 2,850.00 13.680 2,052.00 23 ARCHITECTURAL TREATMENT M2 35.0000 90,615.00 2,551.700 89,309.50 F) 24 ANTI-GRAFFITI COATING M2 8.0000 59,848.00 430.900 3,447.20 F) 25 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 4,000.0000 748,000.00 0.000 0.00 26 JOINT SEAL (MR 50 MM) M 200.0000 20,400.00 0.000 0.00 27 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 2,697,022.50 243,200.000 449,920.00 816,615.000 1,510,737.75 F) 28 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 222,822.00 127,864.000 230,155.20 F) 29 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2500 25,533.75 16,170.000 20,212.50 F) 30 HEADED BAR REINFORCEMENT EA 30.0000 14,520.00 80.000 2,400.00 188.000 5,640.00 F) PROGRAM CAS145 PAGE 6 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 618,480.00 0.000 0.00 F) 32 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2500 17,180.00 0.000 0.00 F) 33 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 15,000.00 0.000 0.00 34 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,400.00 0.000 0.00 (1.6 MM-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 3,360.00 0.000 0.00 (2.0 MM-UNFRAMED) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 5,040.00 0.000 0.00 (2.0 MM-FRAMED) 37 1524 MM CAST-IN-DRILLED-HOLE M 1,200.0000 69,600.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 38 METAL (RAIL MOUNTED SIGN) KG 15.0000 10,800.00 0.000 0.00 39 ROADSIDE SIGN - ONE POST EA 150.0000 4,650.00 0.000 0.00 40 ROADSIDE SIGN - TWO POST EA 350.0000 4,200.00 0.000 0.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 900.00 0.000 0.00 METHOD) 42 RECONSTRUCT RAILROAD TRACK AND EXTEND LS 50,000.0000 50,000.00 1.000 50,000.00 CONCRETE CROSSING PANELS 43 GRADE CROSSING SIGNAL SYSTEM LS 400,000.0000 400,000.00 0.200 80,000.00 44 375 MM ALTERNATIVE PIPE CULVERT M 90.0000 13,500.00 22.600 2,034.00 43.700 3,933.00 45 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 155.0000 139,500.00 212.700 32,968.50 548.780 85,060.90 46 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 162.0000 72,900.00 4.700 761.40 235.510 38,152.62 47 450 MM ALTERNATIVE PIPE CURLVERT M 169.0000 16,562.00 82.700 13,976.30 (TYPE C) 48 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 5,525.00 16.500 5,362.50 49 300 MM REINFORCED CONCRETE PIPE M 145.0000 1,885.00 13.100 1,899.50 50 375 MM REINFORCED CONCRETE PIPE M 155.0000 7,750.00 24.100 3,735.50 51 450 MM REINFORCED CONCRETE PIPE M 165.0000 18,150.00 22.600 3,729.00 52 900 MM REINFORCED CONCRETE PIPE M 600.0000 2,400.00 6.700 4,020.00 53 300 MM CORRUGATED STEEL PIPE M 145.0000 23,200.00 3.500 507.50 3.500 507.50 54 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 12,000.00 0.000 0.00 (1.63 MM THICK) 55 TEMPORARY 450 MM SLOTTED CORRUGATED M 250.0000 97,500.00 0.000 0.00 STEEL PIPE 56 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 800.00 0.000 0.00 57 DRAINAGE INLET MARKER EA 50.0000 1,450.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 8,000.00 1.050 1,050.00 2.370 2,370.00 (2.77 MM THICK) 59 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 60 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,150.00 4.000 1,400.00 5.000 1,750.00 61 ROCK SLOPE PROTECTION M3 240.0000 9,600.00 27.100 6,504.00 (FACING, METHOD B) 62 SLOPE PAVING (CONCRETE) (DRY STACK ROCK) M3 550.0000 165,550.00 0.000 0.00 F) 63 TEMPORARY SACKED CONCRETE SLOPE M3 1,500.0000 450.00 0.000 0.00 PROTECTION 64 ROCK SLOPE PROTECTION FABRIC M2 2.5000 220.00 57.800 144.50 65 MINOR CONCRETE (MISCELLANEOUS M3 410.0000 455,100.00 243.510 99,839.10 CONSTRUCTION) 66 MINOR CONCRETE (GUTTER) M 82.0000 46,658.00 446.600 36,621.20 F) 67 MISCELLANEOUS IRON AND STEEL KG 2.5000 43,830.00 331.000 827.50 3,347.000 8,367.50 F) 68 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 133,995.00 2,281.000 34,215.00 F) 69 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 22,000.00 436.600 21,830.00 VINYL-CLAD) 70 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 30,800.00 0.000 0.00 71 DELINEATOR (CLASS 1) EA 35.0000 2,660.00 0.000 0.00 72 OBJECT MARKER (TYPE K-1) EA 35.0000 140.00 0.000 0.00 73 OBJECT MARKER (TYPE K-2) EA 35.0000 35.00 0.000 0.00 74 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 105,000.00 0.000 0.00 75 CHAIN LINK FENCE M 54.0000 7,128.00 0.000 0.00 F) (TYPE CL-1.2, VINYL CLAD) (MODIFIED) 76 TERMINAL SYSTEM (TYPE SKT) EA 3,000.0000 3,000.00 0.000 0.00 77 TRANSITION RAILING (TYPE WB) EA 3,500.0000 28,000.00 0.000 0.00 78 END SECTION EA 100.0000 1,300.00 0.000 0.00 79 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 0.000 0.00 80 END CAP (TYPE A) EA 100.0000 400.00 0.000 0.00 81 END CAP (TYPE TA) EA 150.0000 1,200.00 0.000 0.00 82 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 9,600.00 0.000 0.00 83 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 84 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 165.0000 204,600.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 200.0000 45,200.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 60C) M 240.0000 312,000.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 206,100.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 732) M 250.0000 500.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 732A) M 250.0000 1,500.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 736A) M 250.0000 92,500.00 0.000 0.00 92 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 25,200.00 11.700 468.00 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 22,200.00 0.000 0.00 94 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 2,173.50 0.000 0.00 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,160.00 0.000 0.00 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,250.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 310.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 99 PARKING BUMPER (PRECAST CONCRETE) EA 35.0000 245.00 0.000 0.00 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,780.00 0.000 0.00 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6500 10,366.00 0.000 0.00 02 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,500.0000 3,500.00 0.500 1,750.00 SYSTEM ELEMENTS DURING CONSTRUCTION 03 SIGNAL AND LIGHTING (LOCATION 1) LS 90,000.0000 90,000.00 0.800 72,000.00 04 SIGNAL AND LIGHTING (LOCATION 2) LS 35,000.0000 35,000.00 0.100 3,500.00 05 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.000 0.00 06 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.510 89,250.00 07 SIGNAL AND LIGHTING (LOCATION 5) LS 125,000.0000 125,000.00 0.500 62,500.00 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 110,000.0000 110,000.00 0.950 104,500.00 09 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.950 47,500.00 (STAGE CONSTRUCTION) 10 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.550 41,250.00 (LOCATION 1) 11 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.100 20,000.00 0.550 110,000.00 (LOCATION 2) PROGRAM CAS145 PAGE 9 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.450 33,750.00 (LOCATION 3) 13 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.5000 4,913.00 122.000 1,037.00 F) 14 EMERGENCY VEHICLE DETECTOR SYSTEM LS 25,000.0000 25,000.00 0.100 2,500.00 15 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.470 23,500.00 16 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 125,000.0000 125,000.00 0.100 12,500.00 0.230 28,750.00 17 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 75,000.0000 75,000.00 0.300 22,500.00 18 CAMERA UNIT EA 5,000.0000 10,000.00 0.000 0.00 19 PAN/TILT UNIT EA 5,000.0000 10,000.00 0.000 0.00 20 CAMERA CONTROL UNIT EA 25,000.0000 50,000.00 0.000 0.00 21 VIDEO ENCODER UNIT EA 1,500.0000 3,000.00 0.000 0.00 22 INTEGRATED SERVICE DIGITAL NETWORK EA 2,000.0000 4,000.00 0.000 0.00 (ISDN) TERMINAL ADAPTER 23 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 4,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 24 DIAL-UP MODEM EA 1,500.0000 1,500.00 0.000 0.00 25 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 4,000.00 0.000 0.00 CONTROLLER ASSEMBLY 26 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 7,500.0000 30,000.00 0.000 0.00 27 HIGHWAY ADVISORY RADIO SYSTEM EA 12,000.0000 12,000.00 0.000 0.00 28 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 29 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 275.0000 28,875.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 09:16 AM ESTIMATE NO. 18 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 09/20/10 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,286,799.84 14,845,115.20 ADJUSTMENT OF COMPENSATION 0.00 199,732.69 EXTRA WORK 70,880.88 742,237.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,357,680.72 15,787,084.99 30 MOBILIZATION LS 3620,000.0000 3,620,000.00 0.950 3,439,000.00 ORIGINAL CONTRACT AMOUNT 37,967,153.75 TOTAL WORK COMPLETED 1,357,680.72 19,226,084.99 MATERIALS ON HAND ON SITE 485,639.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,357,680.72 19,711,724.65 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 03/26/13 255 85 8 0 49% 30% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 09/20/10