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 09/20/07 EST. NO.21 TIME 08:19 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 --------------------------------------------------------------------------- 014 0013 8,185.81 E.W. @ F.A.(+) 050907 N 0086.0 0015 640.30 062107 N 0095.0 022 0005 2,351.32 E.W. @ F.A.(+) 062207 Y 0172.0 0006 3,023.37 061907 N 0188.0 044 0015 146.24 E.W. @ F.A.(+) 061307 N 0112.1 0016 163.49 061407 N 0114.1 0017 452.00 061407 N 0115.1 0018 429.26 061507 N 0116.1 0019 1,206.00 061507 N 0117.1 0052 10,500.00 E.W. @ L.S.(+) 081507 N 044002 0053 9,000.00 091807 N 044003 045 0002 9,151.77 E.W. @ F.A.(+) 052107 N 0075.0 0003 3,427.31 052407 N 0076.0 0004 1,687.06 052907 N 0077.0 0005 2,083.55 053007 N 0078.0 0007 4,192.83 060407 N 0080.0 048 0001 2,200.00 E.W. @ L.S.(+) 091807 N 490010 58,840.31 TOTAL THIS ESTIMATE 354,602.16 TOTAL PREVIOUS ESTIMATE 413,442.47 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 09/20/07 EST. NO.21 TIME 08:19 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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 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 0.756 505,008.00 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 31.000 341.00 418.000 4,598.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 35,000.00 7.000 24,500.00 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 0.983 172,025.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,375.00 225.000 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 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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 30,250.00 134.600 37,015.00 32 REMOVE PIPE M 195.0000 4,875.00 3.000 585.00 23.500 4,582.50 33 REMOVE INLET EA 875.0000 7,875.00 3.000 2,625.00 11.000 9,625.00 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 1.000 500.00 1.000 500.00 44 REMOVE CONCRETE (CURB AND GUTTER) M3 170.0000 18,700.00 75.117 12,769.89 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 8.500 892.50 79.400 8,337.00 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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,921.320 574,998.74 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 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 124,500.00 243.000 36,450.00 774.000 116,100.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 117,800.00 172.000 17,200.00 1,073.000 107,300.00 F) 64 PERVIOUS BACKFILL MATERIAL M3 100.0000 14,300.00 52.000 5,200.00 137.000 13,700.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 4,100.00 19.000 1,900.00 39.000 3,900.00 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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.010 226,800.54 83 CLASS 3 AGGREGATE BASE M3 58.0000 185,600.00 150.700 8,740.60 3,144.720 182,393.76 84 CEMENT TREATED BASE M3 260.0000 260,000.00 1,180.580 306,950.80 (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 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 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 2,184.000 327,600.00 (ALTERNATIVE W) 96 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 304,000.00 152.000 304,000.00 S) 97 FURNISH PILING (CLASS 400) M 110.0000 43,120.00 392.000 43,120.00 (ALTERNATIVE W) 98 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,750.0000 56,000.00 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 0.250 28,750.00 1.000 115,000.00 S) 01 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 88,000.00 220.000 88,000.00 F) 02 STRUCTURAL CONCRETE, BRIDGE M3 1,155.0000 1,334,025.00 254.000 293,370.00 1,150.000 1,328,250.00 F) 03 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 224,300.00 448.600 224,300.00 F) PROGRAM CAS145 PAGE 5 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.150 23,692.50 71.290 139,015.50 F) 06 MINOR CONCRETE (BACKFILL) M3 250.0000 20,000.00 15.000 3,750.00 64.190 16,047.50 07 FRACTURED RIB TEXTURE M2 135.0000 48,870.00 355.000 47,925.00 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 0.300 18,000.00 0.950 57,000.00 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 37,932.000 70,174.20 206,750.000 382,487.50 SF) 12 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 62,536.00 31,268.000 62,536.00 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 29.200 70,810.00 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 10.000 2,550.00 226.340 57,716.70 23 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 365.0000 73,000.00 61.000 22,265.00 255.780 93,359.70 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 45.200 29,380.00 94.200 61,230.00 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 9.000 2,250.00 33.900 8,475.00 (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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.293 30,823.60 0.649 68,274.80 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 0.210 21,000.00 0.299 29,900.00 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 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:19 AM ESTIMATE NO. 21 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 09/20/07 R.E. NAME: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 665,233.40 8,726,241.66 ADJUSTMENT OF COMPENSATION 0.00 69,698.90 EXTRA WORK 58,840.31 343,743.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 724,073.71 9,139,684.13 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 724,073.71 10,319,684.13 MATERIALS ON HAND ON SITE 1,327.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 724,073.71 10,321,011.13 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 03/30/08 290 104 0 8 77% 67% PROGRESS IS SATISFACTORY LEGALLEE, DALE W. RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 09/20/07