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 07/21/07 EST. NO.19 TIME 09:01 AM R.E. NAME: LEGALLEE, DALE W. 04-263904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0008 660.00 E.W. @ F.A.(+) 051607 N 0091.0 0009 770.00 051607 N 0092.0 0010 660.00 051607 N 0093.0 014 0005 1,362.09 E.W. @ F.A.(+) 112806 N 0081.0 0006 332.48 120806 N 0082.0 0007 732.49 010407 N 0083.0 040 0001 11,196.50 E.W. @ L.S.(+) 061507 N 040010 044 0001 10,500.00 E.W. @ L.S.(+) 071807 N 4401 0 26,213.56 TOTAL THIS ESTIMATE 285,838.28 TOTAL PREVIOUS ESTIMATE 312,051.84 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 07/21/07 EST. NO.19 TIME 09:01 AM R.E. NAME: LEGALLEE, DALE W. 04-263904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 LOCATION PROGRESS ESTIMATE 04-SON-101-21.6/22.2 ----------------- GHILOTTI CONSTRUCTION CO. IN SONOMA COUNTY IN SANTA ROSA FROM 246 GHILOTTI AVE. 0.4 KM SOUTH OF STEELE LANE SANTA ROSA, CA 95401 UNDERCROSSING TO 0.2 KM SOUTH OF BICENTENNIAL WAY OVERCROSSING FED. AID NO. CML-6204(58) WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD LS 668,000.0000 668,000.00 0.050 33,400.00 0.656 438,208.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 33.0000 2,178.00 67.700 2,234.10 04 TEMPORARY FENCE (TYPE ESA) M 8.2000 1,148.00 0.000 0.00 05 HEALTH AND SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 19,000.0000 19,000.00 0.500 9,500.00 08 TEMPORARY SILT FENCE M 11.0000 18,040.00 387.000 4,257.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 35,000.00 5.000 17,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 9,600.00 3.500 5,600.00 11 TEMPORARY COVER M2 4.5000 1,350.00 150.000 675.00 12 CONSTRUCTION AREA SIGNS LS 13,800.0000 13,800.00 0.700 9,660.00 S) 13 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.050 8,750.00 0.953 166,775.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,375.00 61.000 1,525.00 225.000 5,625.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 32,000.0000 96,000.00 4.000 128,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 32.5000 293,150.00 30.480 990.60 8,515.014 276,737.96 S) 17 TEMPORARY CRASH CUSHION MODULE EA 165.0000 21,450.00 219.000 36,135.00 S) 18 ABANDON CULVERT EA 800.0000 800.00 1.000 800.00 19 REMOVE CHAIN LINK FENCE M 33.0000 2,178.00 65.200 2,151.60 20 REMOVE METAL BEAM GUARD RAILING M 36.0000 2,808.00 80.400 2,894.40 21 REMOVE FLARED END SECTION EA 250.0000 1,000.00 4.000 1,000.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 15,750.00 2,805.970 14,029.85 STRIPE PROGRAM CAS145 PAGE 2 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 20,400.00 10,717.886 10,717.89 24 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 5,600.00 56.900 1,991.50 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,040.00 3,103.650 6,207.30 26 REMOVE PAVEMENT MARKER EA 2.0000 11,520.00 2,402.000 4,804.00 27 REMOVE ROADSIDE SIGN EA 100.0000 3,800.00 2.000 200.00 28 REMOVE SIGN STRUCTURE EA 3,200.0000 6,400.00 1.000 3,200.00 29 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 4,200.00 1.000 2,100.00 2.000 4,200.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.0000 6,930.00 525.500 3,678.50 31 REMOVE CULVERT M 275.0000 30,250.00 66.600 18,315.00 32 REMOVE PIPE M 195.0000 4,875.00 6.500 1,267.50 33 REMOVE INLET EA 875.0000 7,875.00 6.000 5,250.00 34 REMOVE HEADWALL EA 625.0000 1,250.00 3.000 1,875.00 35 REMOVE DOWNDRAIN M 95.0000 3,325.00 41.100 3,904.50 36 REMOVE BASE AND SURFACING M3 28.0000 1,792.00 63.300 1,772.40 37 SALVAGE DOUBLE THRIE BEAM BARRIER M 50.0000 20,000.00 400.000 20,000.00 38 RELOCATE ROADSIDE SIGN EA 175.0000 175.00 1.000 175.00 39 RELOCATE METAL BEAM GUARD RAILING M 100.0000 3,700.00 23.000 2,300.00 S) 40 ADJUST INLET EA 1,500.0000 3,000.00 0.000 0.00 41 MODIFY INLET EA 1,075.0000 1,075.00 1.000 1,075.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 21,840.00 0.000 0.00 S) 43 REMOVE CONCRETE M3 500.0000 500.00 0.000 0.00 44 REMOVE CONCRETE (CURB AND GUTTER) M3 170.0000 18,700.00 32.157 5,466.69 47.717 8,111.89 45 REMOVE CONCRETE ISLAND (PORTIONS) M3 470.0000 4,700.00 0.000 0.00 46 REMOVE CONCRETE BARRIER (TYPE 50) M 35.0000 33,250.00 691.000 24,185.00 47 REMOVE CONCRETE (CURB, GUTTER, AND M3 105.0000 8,400.00 70.900 7,444.50 SIDEWALK) 48 CAP INLET EA 1,100.0000 3,300.00 3.000 3,300.00 49 BRIDGE REMOVAL LS 180,000.0000 180,000.00 1.000 180,000.00 PROGRAM CAS145 PAGE 3 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SALVAGE CRASH CUSHION EA 100.0000 1,400.00 21.000 2,100.00 51 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 52 REMOVE TREE EA 2,000.0000 2,000.00 2.000 4,000.00 53 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 54 ROADWAY EXCAVATION M3 44.5000 381,365.00 108.200 4,814.90 12,327.320 548,565.74 55 ROADWAY EXCAVATION (TYPE Y-2) M3 21.0000 21,840.00 971.397 20,399.34 (AERIALLY DEPOSITED LEAD) 56 ROADWAY EXCAVATION (TYPE Z-3) M3 225.0000 10,350.00 46.000 10,350.00 (AERIALLY DEPOSITED LEAD) 57 ROADWAY EXCAVATION (TYPE R) M3 135.0000 9,990.00 74.000 9,990.00 (AERIALLY DEPOSITED LEAD) 58 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 59 SHOULDER BACKING STA 1,280.0000 12,800.00 0.000 0.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 279,200.00 665.000 106,400.00 1,695.000 271,200.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 40,850.00 817.000 40,850.00 F) 62 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 124,500.00 531.000 79,650.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 117,800.00 901.000 90,100.00 F) 64 PERVIOUS BACKFILL MATERIAL M3 100.0000 14,300.00 85.000 8,500.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 4,100.00 20.000 2,000.00 F) WALL) 66 DITCH EXCAVATION M3 23.0000 1,265.00 55.000 1,265.00 67 HIGHWAY PLANTING LS 6,500.0000 6,500.00 0.000 0.00 S) 68 EROSION CONTROL (NETTING) M2 10.9000 52,320.00 1,000.000 10,900.00 S) 69 EROSION CONTROL (TYPE B) M2 5.0000 1,500.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 409.0000 818.00 1.150 470.35 S) 71 FIBER (EROSION CONTROL) KG 0.9500 294.50 186.000 176.70 S) 72 FIBER ROLLS M 9.4000 15,980.00 144.770 1,360.84 73 COMPOST (EROSION CONTROL) M3 366.0000 732.00 1.200 439.20 S) 74 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 1.000 1,200.00 S) 75 PURE LIVE SEED (EROSION CONTROL) KG 315.0000 9,765.00 18.600 5,859.00 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 175.00 42.000 105.00 S) PROGRAM CAS145 PAGE 4 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 78 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 S) 79 200 MM WELDED STEEL PIPE CONDUIT M 100.0000 4,300.00 43.000 4,300.00 S) (6.35 MM THICK) 80 LIME TONN 180.0000 57,600.00 443.390 79,810.20 81 LIME STABILIZATION M2 6.8000 81,600.00 12,694.000 86,319.20 82 CLASS 4 AGGREGATE SUBBASE M3 54.0000 199,800.00 211.000 11,394.00 3,778.010 204,012.54 83 CLASS 3 AGGREGATE BASE M3 58.0000 185,600.00 150.700 8,740.60 2,994.020 173,653.16 84 CEMENT TREATED BASE M3 260.0000 260,000.00 1,116.380 290,258.80 (PLANT-MIXED, CLASS A) 85 ASPHALTIC EMULSION (CURING SEAL) TONN 1,660.0000 13,280.00 9.990 16,583.40 86 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,883,400.00 496.610 42,708.46 9,352.050 804,276.30 87 ASPHALT CONCRETE (LEVELING) TONN 86.0000 93,740.00 53.670 4,615.62 88 PAVING ASPHALT (BINDER-PAVEMENT TONN 50.0000 1,050.00 0.900 45.00 REINFORCING FABRIC) 89 PAVEMENT REINFORCING FABRIC M2 1.7500 31,500.00 264.000 462.00 1,045.000 1,828.75 90 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.7500 8,580.00 0.000 0.00 91 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 9.7500 2,827.50 0.000 0.00 92 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,065.0000 42,600.00 2.570 2,737.05 93 CRACK EXISTING CONCRETE PAVEMENT M2 4.0000 60,400.00 1,016.800 4,067.20 S) 94 GRIND EXISTING CONCRETE M2 50.0000 13,500.00 0.000 0.00 S) PAVEMENT 95 FURNISH PILING (CLASS 900) M 150.0000 327,600.00 884.000 132,600.00 2,184.000 327,600.00 (ALTERNATIVE W) 96 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 304,000.00 62.000 124,000.00 152.000 304,000.00 S) 97 FURNISH PILING (CLASS 400) M 110.0000 43,120.00 197.000 21,670.00 392.000 43,120.00 (ALTERNATIVE W) 98 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,750.0000 56,000.00 16.000 28,000.00 32.000 56,000.00 S) 99 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 00 PRESTRESSING CAST-IN-PLACE CONCRETE LS 115,000.0000 115,000.00 0.650 74,750.00 S) 01 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 88,000.00 84.000 33,600.00 220.000 88,000.00 F) 02 STRUCTURAL CONCRETE, BRIDGE M3 1,155.0000 1,334,025.00 70.000 80,850.00 826.000 954,030.00 F) 03 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 224,300.00 37.000 18,500.00 401.600 200,800.00 F) PROGRAM CAS145 PAGE 5 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 171,000.00 118.500 106,650.00 F) (TYPE N MODIFIED) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 1,950.0000 130,650.00 4.150 8,092.50 59.140 115,323.00 F) 06 MINOR CONCRETE (BACKFILL) M3 250.0000 20,000.00 49.190 12,297.50 07 FRACTURED RIB TEXTURE M2 135.0000 48,870.00 52.000 7,020.00 276.000 37,260.00 F) 08 SOUND WALL (MASONRY BLOCK) M2 300.0000 104,550.00 348.500 104,550.00 SF) 09 JACKING SUPERSTRUCTURE LS 60,000.0000 60,000.00 0.650 39,000.00 10 JOINT SEAL (MR 50 MM) M 200.0000 13,800.00 0.000 0.00 S) 11 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 384,337.50 33,824.000 62,574.40 168,818.000 312,313.30 SF) 12 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 62,536.00 4,033.000 8,066.00 26,099.000 52,198.00 SF) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 FURNISH SIGN STRUCTURE (TRUSS) KG 7.8000 226,122.00 14,330.000 111,774.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 14,495.00 14,330.000 7,165.00 SF) 16 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.8500 7,584.50 0.000 0.00 WITHOUT WALKWAY) 17 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 9.1500 7,045.50 0.000 0.00 S) WITHOUT WALKWAY) 18 1524 MM CAST-IN-DRILLED-HOLE M 2,425.0000 70,810.00 14.600 35,405.00 S) CONCRETE PILE (SIGN FOUNDATION) 19 ROADSIDE SIGN - ONE POST EA 195.0000 4,680.00 0.000 0.00 20 ROADSIDE SIGN - TWO POST EA 350.0000 1,750.00 0.000 0.00 21 INSTALL SIGN OVERLAY M2 270.0000 1,107.00 0.000 0.00 22 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 255.0000 79,050.00 216.340 55,166.70 23 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 365.0000 73,000.00 194.780 71,094.70 24 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 325.0000 39,000.00 117.000 38,025.00 25 450 MM REINFORCED CONCRETE PIPE M 750.0000 1,500.00 2.000 1,500.00 26 610 MM X 960 MM OVAL SHAPED REINFORCED M 650.0000 58,500.00 36.300 23,595.00 49.000 31,850.00 CONCRETE PIPE (CLASS III) 27 ALTERNATIVE SLOTTED PIPE M 375.0000 20,625.00 0.000 0.00 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 8,250.00 24.900 6,225.00 (1.63 MM THICK) 29 GRATED LINE DRAIN M 230.0000 25,300.00 0.000 0.00 30 450 MM CONCRETE FLARED END SECTION EA 425.0000 425.00 2.000 850.00 PROGRAM CAS145 PAGE 6 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SACKED CONCRETE SLOPE PROTECTION M3 675.0000 1,350.00 2.000 1,350.00 32 MINOR CONCRETE (MISCELLANEOUS M3 495.0000 79,200.00 44.919 22,234.91 44.919 22,234.91 CONSTRUCTION) 33 MISCELLANEOUS IRON AND STEEL KG 2.0000 11,584.00 1,601.000 3,202.00 SF) 34 CHAIN LINK FENCE (TYPE CL-1.8) M 106.0000 6,996.00 60.500 6,413.00 60.500 6,413.00 S) 35 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 36 DELINEATOR (CLASS 1) EA 35.0000 1,050.00 0.000 0.00 37 OBJECT MARKER (TYPE K-1) EA 35.0000 35.00 0.000 0.00 38 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 0.000 0.00 39 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 40,000.00 0.000 0.00 S) 40 CONCRETE BARRIER (TYPE K) M 65.0000 26,000.00 0.000 0.00 S) 41 CABLE RAILING M 200.0000 11,200.00 0.000 0.00 F) 42 TERMINAL SECTION (TYPE B) EA 50.0000 200.00 0.000 0.00 SF) 43 END SECTION EA 50.0000 150.00 0.000 0.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 0.000 0.00 S) 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 14,700.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 60) M 169.0000 103,090.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 1.0000 56.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60C) M 280.0000 131,600.00 65.000 18,200.00 49 CONCRETE BARRIER (TYPE 732) M 425.0000 47,600.00 20.000 8,500.00 F) 50 CONCRETE BARRIER (TYPE 732A) M 425.0000 29,750.00 0.000 0.00 51 CONCRETE BARRIER (TYPE 60 MODIFIED) M 320.0000 17,920.00 0.000 0.00 52 CONCRETE BARRIER (TYPE 736A MOD) M 300.0000 33,000.00 107.000 32,100.00 53 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 6,300.00 0.000 0.00 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,440.00 0.000 0.00 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,890.00 0.000 0.00 S) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 160.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 7 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 12,850.00 17,106.336 8,553.17 S) 59 PAINT PAVEMENT MARKING M2 30.0000 12,600.00 95.550 2,866.50 S) 60 PAVEMENT MARKER (NON-REFLECTIVE TYPE A) EA 2.0000 6,340.00 2,007.000 4,014.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 260.00 8.000 32.00 S) TYPE C) 62 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 6,600.00 1,187.000 4,748.00 S) TYPE G) 63 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 3,360.00 562.000 2,248.00 S) TYPE H) 64 PAVEMENT MARKER EA 4.0000 240.00 28.000 112.00 S) (RETROREFLECTIVE - SPECIAL TYPE D) 65 SIGNAL AND LIGHTING (LOCATION 1) LS 105,200.0000 105,200.00 0.049 5,154.80 0.157 16,516.40 S) 66 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 S) 67 EMERGENCY VEHICLE DETECTOR SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 S) 68 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 69 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.775 116,250.00 S) 70 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.089 8,900.00 S) 71 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 750.0000 750.00 0.000 0.00 S) 72 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 2,500.00 0.000 0.00 S) MODEM ASSEMBLY 73 EXTINGUISHABLE MESSAGE SIGN RADIO EA 3,500.0000 3,500.00 0.000 0.00 S) CONTROLLER ASSEMBLY 74 EXTINGUISHABLE MESSAGE SIGN PANEL EA 14,000.0000 14,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 09:01 AM ESTIMATE NO. 19 BID OPENING 11/02/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 809,122.86 7,739,808.46 ADJUSTMENT OF COMPENSATION 0.00 67,976.90 EXTRA WORK 26,213.56 244,074.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 835,336.42 8,051,860.30 75 MOBILIZATION LS 1180,000.0000 1,180,000.00 1.000 1,180,000.00 ORIGINAL CONTRACT AMOUNT 12,450,029.50 TOTAL WORK COMPLETED 835,336.42 9,231,860.30 MATERIALS ON HAND ON SITE 26,098.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 835,336.42 9,257,958.69 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 01/27/06 670 02/14/06 02/14/06 03/15/08 252 104 0 0 69% 60% PROGRESS IS SATISFACTORY LEGALLEE, DALE W. RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/07