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 11/24/09 EST. NO.07 TIME 02:26 PM R.E. NAME: LEGALLEE, DALE 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 --------------------------------------------------------------------------- 003 0006 900.00 E.W. @ F.A.(+) 093009 N 0110.0 0007 3,757.32 102709 N 0111.0 0008 4,016.53 080409 N 0112.0 018 0002 29,776.91 A.C. @ L.S.(+) 102309 N 018001 033 0001 2,750.00 E.W. @ F.A.(+) 090409 N 0113.0 41,200.76 TOTAL THIS ESTIMATE 124,921.69 TOTAL PREVIOUS ESTIMATE 166,122.45 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 11/24/09 EST. NO.07 TIME 02:26 PM R.E. NAME: LEGALLEE, DALE 04-129654 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 LOCATION RERUN PROGRESS ESTIMATE 04-SON-101-13.9/15.5 ----------------------- GHILOTTI BROS, INC IN SONOMA COUNTY IN ROHNERT PARK 525 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 20.000 24,000.00 121.000 145,200.00 03 TEMPORARY FENCE (TYPE ESA) M 3.5000 8,050.00 1,816.000 6,356.00 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 60.000 8,400.00 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 0.200 5,000.00 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 0.000 0.00 12 TEMPORARY SILT FENCE M 3.0000 10,710.00 848.500 2,545.50 2,379.000 7,137.00 13 TEMPORARY GRAVEL BAG BERM M 10.0000 9,600.00 106.000 1,060.00 151.000 1,510.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 10,500.00 2.000 3,000.00 5.000 7,500.00 15 TEMPORARY COVER M2 2.5000 10,375.00 3,484.000 8,710.00 5,744.000 14,360.00 16 TEMPORARY CHECK DAM M 8.0000 960.00 0.000 0.00 17 MOVE-IN/MOVE-OUT EA 700.0000 4,200.00 1.000 700.00 (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 13,750.00 8.000 1,000.00 43.000 5,375.00 19 TEMPORARY HYDRAULIC MULCH M2 0.8000 22,080.00 8,100.000 6,480.00 (BONDED FIBER MATRIX) 20 STREET SWEEPING LS 15,000.0000 15,000.00 0.250 3,750.00 21 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 42,000.00 1.000 1,500.00 1.000 1,500.00 22 TEMPORARY CONSTRUCTION ROADWAY M3 72.0000 73,440.00 405.000 29,160.00 432.000 31,104.00 PROGRAM CAS145 PAGE 2 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 25 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,030.00 0.000 0.00 26 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 38,100.00 2,064.000 2,064.00 10,900.000 10,900.00 27 TEMPORARY PAVEMENT MARKER EA 4.0000 34,600.00 634.000 2,536.00 2,512.000 10,048.00 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 1,823.000 19,141.50 10,713.000 112,486.50 30 TEMPORARY CRASH CUSHION MODULE EA 180.0000 108,000.00 64.000 11,520.00 211.000 37,980.00 31 TEMPORARY RETAINING WALL M2 97.0000 408,370.00 612.000 59,364.00 32 ABANDON CULVERT EA 650.0000 14,950.00 2.000 1,300.00 33 ABANDON INLET EA 450.0000 900.00 0.000 0.00 34 OBLITERATE SURFACING M2 1.1000 6,006.00 0.000 0.00 35 REMOVE CHAIN LINK FENCE M 6.5000 10,920.00 148.000 962.00 1,411.650 9,175.73 36 REMOVE METAL BEAM GUARD RAILING M 19.0000 26,790.00 1,161.000 22,059.00 37 REMOVE DOUBLE THRIE BEAM BARRIER M 21.0000 45,780.00 65.000 1,365.00 2,175.000 45,675.00 38 REMOVE FLARED END SECTION EA 145.0000 435.00 1.000 145.00 39 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 9,220.00 228.000 456.00 STRIPE 40 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 12,255.00 1,483.000 2,224.50 41 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 240.00 0.000 0.00 42 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,155.00 580.000 870.00 43 REMOVE PAVEMENT MARKER EA 1.0000 4,820.00 1,480.000 1,480.00 44 REMOVE ROADSIDE SIGN EA 75.0000 2,550.00 0.000 0.00 45 REMOVE ROADSIDE SIGN EA 40.0000 240.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 46 REMOVE SIGN STRUCTURE EA 1,500.0000 10,500.00 2.000 3,000.00 47 REMOVE ASPHALT CONCRETE DIKE M 5.0000 600.00 0.000 0.00 48 REMOVE CULVERT M 30.0000 5,700.00 43.000 1,290.00 49 REMOVE EDGE DRAIN M 38.0000 61,940.00 300.000 11,400.00 PROGRAM CAS145 PAGE 3 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 500.00 9.000 2,250.00 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 0.000 0.00 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 0.000 0.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 60,400.00 0.000 0.00 60 REMOVE CONCRETE M3 100.0000 36,000.00 130.400 13,040.00 61 REMOVE CONCRETE BARRIER M 50.0000 12,500.00 0.000 0.00 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 0.250 100,000.00 65 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 0.000 0.00 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 6,755.000 57,417.50 18,355.000 156,017.50 68 ROADWAY EXCAVATION (TYPE Y-1) M3 15.0000 102,750.00 181.000 2,715.00 6,402.000 96,030.00 (AERIALLY DEPOSITED LEAD) 69 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 188,050.00 190.000 9,500.00 190.000 9,500.00 F) 70 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 114,800.00 1,171.700 29,292.50 1,477.700 36,942.50 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 127,050.00 0.000 0.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 250,280.00 381.000 15,240.00 381.000 15,240.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 200.0000 98,600.00 0.000 0.00 F) WALL) 74 SAND BACKFILL M3 160.0000 17,600.00 20.500 3,280.00 75 DITCH EXCAVATION M3 20.0000 63,000.00 1,273.100 25,462.00 76 IMPORTED BORROW M3 2.5000 455,000.00 42,800.000 107,000.00 PROGRAM CAS145 PAGE 4 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,820.00 264.500 1,587.00 264.500 1,587.00 78 SETTLEMENT PLATFORM INSTALLATION AND LS 20,000.0000 20,000.00 0.150 3,000.00 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 0.000 0.00 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 0.000 0.00 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 13.000 2,275.00 POLYETHYLENE PIPE CONDUIT 92 CLASS 4 AGGREGATE SUBBASE M3 17.0000 654,500.00 4,780.000 81,260.00 9,663.500 164,279.50 93 CLASS 2 AGGREGATE BASE M3 125.0000 38,750.00 0.000 0.00 94 CLASS 3 AGGREGATE BASE M3 54.0000 401,760.00 100.000 5,400.00 632.500 34,155.00 95 CEMENT TREATED BASE M3 65.0000 981,500.00 1,542.000 100,230.00 (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 1,723.360 165,442.56 6,711.590 644,312.64 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 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.360 3,270.00 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 1,692,000.00 192.000 230,400.00 192.000 230,400.00 PILING 09 FURNISH PILING (CLASS 625) M 40.0000 115,600.00 0.000 0.00 (ALTERNATIVE X) 10 DRIVE PILE (CLASS 625) EA 2,000.0000 240,000.00 0.000 0.00 (ALTERNATIVE X) 11 FURNISH PILING (CLASS 400) M 207.0000 398,061.00 0.000 0.00 (ALTERNATIVE W) 12 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,500.0000 320,000.00 0.000 0.00 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.000 0.00 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 186,900.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,881,500.00 0.000 0.00 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 675.0000 1,377,000.00 0.000 0.00 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 0.000 0.00 F) (TYPE N) 19 CLASS 2 CONCRETE (HEADWALL) M3 1,100.0000 11,000.00 9.290 10,219.00 F) 20 CLASS 1 CONCRETE (BOX CULVERT) M3 900.0000 107,100.00 50.760 45,684.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 184,500.00 7.360 11,040.00 14.980 22,470.00 F) 22 MINOR CONCRETE (BACKFILL) M3 150.0000 2,850.00 5.700 855.00 23 ARCHITECTURAL TREATMENT M2 35.0000 90,615.00 0.000 0.00 F) 24 ANTI-GRAFFITI COATING M2 8.0000 59,848.00 0.000 0.00 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 58,092.000 107,470.20 58,092.000 107,470.20 F) 28 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 222,822.00 0.000 0.00 F) 29 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2500 25,533.75 8,296.000 10,370.00 F) 30 HEADED BAR REINFORCEMENT EA 30.0000 14,520.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 20,000.00 44 375 MM ALTERNATIVE PIPE CULVERT M 90.0000 13,500.00 0.000 0.00 45 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 155.0000 139,500.00 140.860 21,833.30 152.960 23,708.80 46 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 162.0000 72,900.00 141.800 22,971.60 47 450 MM ALTERNATIVE PIPE CURLVERT M 169.0000 16,562.00 13.300 2,247.70 75.300 12,725.70 (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 9.000 1,305.00 9.000 1,305.00 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 3.000 495.00 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 0.000 0.00 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 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 1.000 350.00 1.000 350.00 61 ROCK SLOPE PROTECTION M3 240.0000 9,600.00 2.700 648.00 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 0.000 0.00 CONSTRUCTION) 66 MINOR CONCRETE (GUTTER) M 82.0000 46,658.00 0.000 0.00 F) 67 MISCELLANEOUS IRON AND STEEL KG 2.5000 43,830.00 964.000 2,410.00 1,664.000 4,160.00 F) 68 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 133,995.00 0.000 0.00 F) 69 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 22,000.00 0.000 0.00 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 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 03 SIGNAL AND LIGHTING (LOCATION 1) LS 90,000.0000 90,000.00 0.050 4,500.00 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 0.005 875.00 0.105 18,375.00 07 SIGNAL AND LIGHTING (LOCATION 5) LS 125,000.0000 125,000.00 0.005 625.00 0.005 625.00 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 110,000.0000 110,000.00 0.800 88,000.00 09 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.230 11,500.00 (STAGE CONSTRUCTION) 10 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.500 37,500.00 (LOCATION 1) 11 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.020 4,000.00 0.170 34,000.00 (LOCATION 2) PROGRAM CAS145 PAGE 9 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 7,500.00 (LOCATION 3) 13 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.5000 4,913.00 0.000 0.00 F) 14 EMERGENCY VEHICLE DETECTOR SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 15 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.020 1,000.00 0.470 23,500.00 16 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 125,000.0000 125,000.00 0.080 10,000.00 17 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 75,000.0000 75,000.00 0.100 7,500.00 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 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-129654 TIME 02:26 PM ESTIMATE NO. 07 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 11/20/09 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 862,867.76 3,104,360.67 ADJUSTMENT OF COMPENSATION 29,776.91 29,776.91 EXTRA WORK 11,423.85 136,345.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 904,068.52 3,270,483.12 30 MOBILIZATION LS 3620,000.0000 3,620,000.00 0.500 1,810,000.00 ORIGINAL CONTRACT AMOUNT 37,967,153.75 TOTAL WORK COMPLETED 904,068.52 5,080,483.12 MATERIALS ON HAND ON SITE 170,410.47 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 904,068.52 5,250,893.59 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 11/27/12 119 13 2 0 13% 14% PROGRESS IS SATISFACTORY LEGALLEE, DALE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/24/09