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 10/24/07 EST. NO.11 TIME 05:23 AM R.E. NAME: GORDON, LAURA 06-293304 --------------------------------------------------------------------------- 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 0073 222.18 E.W. @ F.A.(+) 091207 N 0172.0 0074 675.88 092407 N 0182.0 002 0009 200.00 E.W. @ F.A.(+) 082707 N 0187.0 0010 2,250.00 092207 N 0188.0 004 0007-1 -412.50 E.W. @ F.A.(+) 073107 N 0154.0 DAO CORRECTING ENTRY 0007-2 375.00 073107 N 0154.0 DAO CORRECTING ENTRY 007 0013 434.50 E.W. @ F.A.(+) 060807 N 0119.1 0014 24.75 062807 N 0121.1 009 0032 708.71 E.W. @ F.A.(+) 092407 N 0180.0 021 0003 1,093.22 E.W. @ F.A.(+) 080107 N 0169.0 027 0002 43,593.92 A.C. @ U.P.(+) 102207 N 0002 0 49,165.66 TOTAL THIS ESTIMATE 417,020.08 TOTAL PREVIOUS ESTIMATE 466,185.74 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 10/24/07 EST. NO.11 TIME 05:23 AM R.E. NAME: GORDON, LAURA 06-293304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO APPROVED CPM -129,443.98 03 APPROVED CPM RECD 129,443.98 05 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 RECD PYRL #3 10,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 LOCATION PROGRESS ESTIMATE 06-MAD-99-19.6/22.6 ----------------- F C I CONSTRUCTORS INC IN MADERA COUNTY NEAR FAIRMEAD FROM 2100 GOODYEAR RD 1.6 KM SOUTH OF AVENUE 21 BENICIA CA 94510 INTERSECTION TO 0.2 KM SOUTH OF ROUTE 99 AND 152 SEPARATION FED. AID NO. N O N E CONVERT TO DIVIDED FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,250.00 02 TIME-RELATED OVERHEAD WDAY 8,000.0000 4,400,000.00 8.000 64,000.00 167.000 1,336,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,200.00 379.000 3,790.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.014 2,100.00 0.304 45,600.00 06 TEMPORARY EROSION CONTROL HA 5,000.0000 5,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 15.0000 27,000.00 0.000 0.00 08 TEMPORARY SILT FENCE M 12.0000 3,840.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 35,000.00 2.000 7,000.00 5.000 17,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 1.000 3,000.00 4.000 12,000.00 11 TEMPORARY COVER M2 7.0000 7,000.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 900.0000 16,200.00 1.000 900.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 700.00 0.000 0.00 14 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.005 100.00 0.521 10,420.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.014 2,800.00 0.304 60,800.00 S) 16 TYPE III BARRICADE EA 130.0000 23,400.00 76.000 9,880.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 37,000.00 126.000 6,300.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.014 700.00 0.304 15,200.00 S) 19 TEMPORARY RAILING (TYPE K) M 20.0000 318,000.00 168.000 3,360.00 4,892.000 97,840.00 20 TEMPORARY CRASH CUSHION MODULE EA 350.0000 80,500.00 10.000 3,500.00 85.000 29,750.00 21 ABANDON CULVERT EA 1,200.0000 12,000.00 0.000 0.00 22 REMOVE FENCE M 7.0000 42,070.00 6,242.000 43,694.00 S) PROGRAM CAS145 PAGE 2 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 21.0000 3,150.00 24.700 518.70 S) 24 REMOVE SINGLE THRIE BEAM BARRIER M 10.0000 19,600.00 2,157.350 21,573.50 S) 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 65,100.00 624.000 1,872.00 S) STRIPE 26 REMOVE TRAFFIC STRIPE M 2.0000 51,600.00 456.000 912.00 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 420.00 12.240 428.40 S) 28 REMOVE PAVEMENT MARKER EA 2.0000 4,620.00 765.000 1,530.00 S) 29 REMOVE ROADSIDE SIGN EA 200.0000 3,800.00 0.000 0.00 30 REMOVE SIGN STRUCTURE EA 4,000.0000 4,000.00 0.000 0.00 S) 31 RESET ROADSIDE SIGN EA 500.0000 1,500.00 0.000 0.00 32 RELOCATE ROADSIDE SIGN EA 500.0000 1,000.00 0.000 0.00 33 1200 MM PLASTIC PIPE LINER M 1,170.0000 468,000.00 400.000 468,000.00 34 REMOVE CONCRETE M3 150.0000 27,000.00 160.000 24,000.00 35 REMOVE CONCRETE BARRIER (TYPE K) M 17.0000 78,710.00 3,997.000 67,949.00 36 REMOVE CRASH CUSHION (SAND FILLED) EA 350.0000 2,800.00 4.000 1,400.00 S) 37 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 38 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.670 20,100.00 39 ROADWAY EXCAVATION M3 28.0000 2,618,000.00 3,191.300 89,356.40 77,794.500 2,178,246.00 40 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 34,000.00 50.000 2,500.00 457.000 22,850.00 F) 42 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 15,200.00 190.000 15,200.00 F) 43 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 92,700.00 9.000 810.00 9.000 810.00 F) 44 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 47,700.00 20.000 1,800.00 20.000 1,800.00 F) 45 SAND BACKFILL M3 350.0000 52,500.00 0.000 0.00 46 IMPORTED BORROW M3 7.5000 3,510,000.00 1,969.000 14,767.50 382,840.000 2,871,300.00 47 STRAW (EROSION CONTROL) TONN 450.0000 54,000.00 29.140 13,113.00 S) 48 FIBER (EROSION CONTROL) KG 3.0000 44,400.00 6,696.000 20,088.00 S) 49 FIBER ROLLS M 10.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 55.0000 34,650.00 171.820 9,450.10 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 9,440.00 1,342.000 2,684.00 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,380.00 890.000 2,670.00 S) 53 250 MM CORRUGATED STEEL PIPE CONDUIT M 200.0000 46,000.00 11.000 2,200.00 65.900 13,180.00 (1.63 MM THICK) 54 300 MM CORRUGATED STEEL PIPE CONDUIT M 220.0000 26,400.00 80.100 17,622.00 (1.63 MM THICK) 55 CLASS 2 AGGREGATE SUBBASE M3 50.0000 1,560,000.00 2,999.000 149,950.00 10,439.720 521,986.00 56 CLASS 2 AGGREGATE BASE M3 56.0000 1,204,000.00 18,372.520 1,028,861.12 57 LEAN CONCRETE BASE M3 180.0000 3,906,000.00 2,657.760 478,396.80 2,657.760 478,396.80 58 ASPHALT CONCRETE (TYPE A) TONN 87.0000 5,498,400.00 4,955.550 431,132.85 47,997.510 4,175,783.37 59 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 418.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,200.00 885.000 8,850.00 885.000 8,850.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,100.00 0.000 0.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,150.0000 90,850.00 5.000 5,750.00 18.000 20,700.00 63 CONCRETE PAVEMENT M3 224.0000 9,184,000.00 0.000 0.00 64 SHOULDER RUMBLE STRIP STA 113.0000 20,340.00 0.000 0.00 (PCC, ROLLED-IN INDENTATIONS) 65 SEAL LONGITUDINAL JOINT M 3.1000 104,780.00 0.000 0.00 66 SEAL TRANSVERSE JOINT M 3.1000 106,950.00 0.000 0.00 67 FURNISH STEEL PILING (HP 250 X 85) M 120.0000 178,320.00 862.000 103,440.00 68 DRIVE STEEL PILE (HP 250 X 85) EA 2,100.0000 123,900.00 36.000 75,600.00 S) 69 FURNISH STEEL PILING (HP 360 X 132) M 175.0000 131,425.00 751.000 131,425.00 70 DRIVE STEEL PILE (HP 360 X 132) EA 1,200.0000 50,400.00 42.000 50,400.00 S) 71 FURNISH PILING (CLASS 625) M 100.0000 77,400.00 774.000 77,400.00 (ALTERNATIVE X) 72 DRIVE PILE (CLASS 625) EA 1,000.0000 52,000.00 50.000 50,000.00 S) (ALTERNATIVE X) 73 FURNISH PILING (CLASS 400) M 100.0000 76,600.00 766.000 76,600.00 (ALTERNATIVE X) 74 DRIVE PILE (CLASS 400) EA 1,000.0000 70,000.00 70.000 70,000.00 S) (ALTERNATIVE X) 75 PRESTRESSING CAST-IN-PLACE CONCRETE LS 155,000.0000 155,000.00 0.000 0.00 S) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 116,000.00 42.000 16,800.00 220.000 88,000.00 F) PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 780.0000 1,638,000.00 311.280 242,798.40 311.280 242,798.40 F) 78 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 144,000.00 101.000 80,800.00 F) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 352,000.00 396.530 396,530.00 F) 80 FRACTURED RIB TEXTURE M2 200.0000 80,000.00 200.000 40,000.00 200.000 40,000.00 F) 81 JOINT SEAL (MR 40 MM) M 295.0000 23,010.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 1.7300 517,270.00 44,352.800 76,730.34 44,352.800 76,730.34 SF) 83 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 36,600.00 10,269.000 20,538.00 SF) 84 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 378,820.00 0.000 0.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 37,882.00 0.000 0.00 SF) 86 1524 MM CAST-IN-DRILLED-HOLE M 1,975.0000 69,125.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 87 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 0.000 0.00 88 ROADSIDE SIGN - TWO POST EA 600.0000 15,600.00 0.000 0.00 89 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 90 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 10,800.00 29.900 11,960.00 91 600 MM ALTERNATIVE PIPE CULVERT M 345.0000 158,700.00 18.300 6,313.50 338.300 116,713.50 92 750 MM ALTERNATIVE PIPE CULVERT M 375.0000 112,500.00 179.900 67,462.50 93 900 MM ALTERNATIVE PIPE CULVERT M 425.0000 119,000.00 280.850 119,361.25 94 450 MM REINFORCED CONCRETE PIPE M 460.0000 21,620.00 20.600 9,476.00 95 600 MM REINFORCED CONCRETE PIPE M 525.0000 94,500.00 69.400 36,435.00 154.110 80,907.75 96 900 MM REINFORCED CONCRETE PIPE M 860.0000 24,940.00 34.400 29,584.00 97 1650 MM REINFORCED CONCRETE PIPE SIPHON M 2,200.0000 374,000.00 163.400 359,480.00 (CLASS IV, RUBBER GASKET JOINT) 98 2100 MM REINFORCED CONCRETE PIPE SIPHON M 2,675.0000 535,000.00 195.200 522,160.00 (CLASS IV, RUBBER GASKET JOINT) 99 1200 MM REINFORCED CONCRETE PIPE SIPHON M 1,800.0000 55,800.00 31.360 56,448.00 (CLASS III, RUBBER GASKET JOINT) 00 600 MM CORRUGATED STEEL PIPE M 500.0000 10,000.00 14.800 7,400.00 14.800 7,400.00 (1.63 MM THICK) 01 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 62,500.00 12.000 3,000.00 31.500 7,875.00 (1.63 MM THICK) 02 450 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 7,200.00 2.000 2,400.00 03 600 MM ALTERNATIVE FLARED END SECTION EA 1,250.0000 53,750.00 6.000 7,500.00 PROGRAM CAS145 PAGE 5 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM ALTERNATIVE FLARED END SECTION EA 800.0000 8,000.00 4.000 3,200.00 05 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 18,000.00 1.000 900.00 21.000 18,900.00 06 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 0.000 0.00 07 600 MM SLIDE HEADGATE EA 7,000.0000 21,000.00 0.000 0.00 08 ROCK SLOPE PROTECTION M3 270.0000 59,400.00 29.650 8,005.50 88.860 23,992.20 (FACING, METHOD B) 09 SLOPE PAVING (STAMPED CONCRETE) M2 300.0000 246,000.00 0.000 0.00 F) 10 ROCK SLOPE PROTECTION FABRIC M2 7.0000 6,440.00 83.000 581.00 546.500 3,825.50 11 MINOR CONCRETE (STAMPED CONCRETE) M2 185.0000 188,700.00 0.000 0.00 12 MISCELLANEOUS IRON AND STEEL KG 10.0000 23,570.00 2,757.000 27,570.00 SF) 13 FENCE (TYPE BW, METAL POST) M 13.0000 40,820.00 0.000 0.00 S) 14 CHAIN LINK FENCE (TYPE CL-1.8) M 29.0000 135,720.00 0.000 0.00 S) 15 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 6,500.00 0.000 0.00 S) 16 DELINEATOR (CLASS 1) EA 35.0000 11,900.00 0.000 0.00 17 OBJECT MARKER EA 35.0000 2,310.00 0.000 0.00 18 METAL BEAM GUARD RAILING (STEEL POST) M 84.0000 32,760.00 0.000 0.00 S) 19 CHAIN LINK RAILING M 195.0000 47,580.00 0.000 0.00 SF)(TYPE 7 MODIFIED) (BLACK VINYL COATED) 20 PIPE HANDRAILING (POST TYPE) M 500.0000 9,500.00 17.000 8,500.00 S) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 86,500.00 0.000 0.00 F) 22 DOUBLE METAL BEAM GUARD RAILING M 125.0000 1,500.00 0.000 0.00 S) (STEEL POST) 23 SINGLE THRIE BEAM BARRIER (STEEL POST) M 90.0000 11,700.00 0.000 0.00 S) 24 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 125.0000 200,000.00 0.000 0.00 S) 25 CABLE RAILING M 150.0000 5,550.00 0.000 0.00 SF) 26 TRANSITION RAILING (TYPE WB) EA 3,200.0000 25,600.00 0.000 0.00 S) 27 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 3,200.00 0.000 0.00 S) 28 RAIL TENSIONING ASSEMBLY EA 5,500.0000 11,000.00 0.000 0.00 S) 29 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 0.000 0.00 S) 30 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 11,500.00 0.000 0.00 S) 32 CRASH CUSHION (TYPE CAT) EA 4,850.0000 19,400.00 0.000 0.00 S) 33 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 0.000 0.00 S) 34 CONCRETE BARRIER (TYPE 60) M 390.0000 120,900.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 51,900.00 0.000 0.00 F) 36 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 14,000.00 0.000 0.00 S) 37 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 34,100.00 0.000 0.00 S) (SPRAYABLE) 38 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,210.00 0.000 0.00 S) 39 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,680.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,400.00 0.000 0.00 S) (DASHED YELLOW) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,240.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 210.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 43 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 32,880.00 8,230.000 4,938.00 S) 44 PAINT PAVEMENT MARKING M2 40.0000 480.00 0.000 0.00 S) 45 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 450.00 0.000 0.00 S) 46 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,560.00 390.000 1,560.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.007 1,260.00 0.229 41,220.00 S) 48 RELOCATE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.286 5,720.00 S) 49 MODIFY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.000 0.00 S) 50 CLOSE CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.175 8,750.00 S) (LOCATION 1) 51 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.635 31,750.00 S) (LOCATION 2) 52 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:23 AM ESTIMATE NO. 11 BID OPENING 10/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,712,297.29 16,917,963.43 ADJUSTMENT OF COMPENSATION 43,593.92 331,383.99 EXTRA WORK 5,571.74 134,801.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,761,462.95 17,384,149.17 53 MOBILIZATION LS 4614,000.0000 4,614,000.00 0.950 4,383,300.00 ORIGINAL CONTRACT AMOUNT 47,134,940.00 TOTAL WORK COMPLETED 1,761,462.95 21,767,449.17 MATERIALS ON HAND ON SITE 788,920.73 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,761,462.95 22,556,369.90 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 11/09/06 550 12/19/06 11/24/06 05/07/09 167 59 0 0 45% 30% PROGRESS IS SATISFACTORY GORDON, LAURA RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 10/24/07