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 11/26/07 EST. NO.12 TIME 06:47 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 0076 214.47 E.W. @ F.A.(+) 100507 N 0184.0 0077 214.24 100807 N 0185.0 0078 123.22 102307 N 0196.0 0079 382.16 101707 N 0199.0 009 0033 330.02 E.W. @ F.A.(+) 102307 N 0195.0 010 0001 4,518.00 A.C. @ L.S.(+) 112107 N 0001 0 013 0013 333.03 E.W. @ F.A.(+) 102907 N 0201.0 0014 933.72 103007 N 0202.0 017 0003 609,042.40 A.C. @ L.S.(+) 112007 N 0003 0 018 0005 75,935.00 E.W. @ U.P (+) 112107 N XXXX 0 023 0001 81,902.00 A.C. @ L.S.(+) 112007 N 0001 0 026 0001 2,459.02 E.W. @ F.A.(+) 101207 N 0192.0 0002 3,615.30 101507 N 0194.0 0003 3,395.06 101607 N 0197.0 028 0003 343.10 E.W. @ F.A.(+) 101107 N 0191.0 0003-1 -343.10 101107 N 0191.0 DAO CORRECTING ENTRY 031 0002 83,779.93 A.C. @ U.P.(+) 112007 N 0002 0 867,177.57 TOTAL THIS ESTIMATE 466,185.74 TOTAL PREVIOUS ESTIMATE 1,333,363.31 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 11/26/07 EST. NO.12 TIME 06:47 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 MISS PYRL -10,000.00 12 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 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 21.000 168,000.00 188.000 1,504,000.00 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 0.039 5,850.00 0.343 51,450.00 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 5.000 17,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 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 2.000 1,800.00 (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 0.016 320.00 0.537 10,740.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.038 7,600.00 0.342 68,400.00 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 0.038 1,900.00 0.342 17,100.00 S) 19 TEMPORARY RAILING (TYPE K) M 20.0000 318,000.00 24.400 488.00 4,916.400 98,328.00 20 TEMPORARY CRASH CUSHION MODULE EA 350.0000 80,500.00 14.000 4,900.00 99.000 34,650.00 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 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,414.000 151,592.00 83,208.500 2,329,838.00 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 48.000 2,400.00 505.000 25,250.00 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 92,700.00 351.000 31,590.00 360.000 32,400.00 F) 44 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 47,700.00 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 -34,840.000 -261,300.00 348,000.000 2,610,000.00 47 STRAW (EROSION CONTROL) TONN 450.0000 54,000.00 7.500 3,375.00 36.640 16,488.00 S) 48 FIBER (EROSION CONTROL) KG 3.0000 44,400.00 750.000 2,250.00 7,446.000 22,338.00 S) 49 FIBER ROLLS M 10.0000 10,000.00 2,919.000 29,190.00 2,919.000 29,190.00 S) PROGRAM CAS145 PAGE 3 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.060 1,598.30 200.880 11,048.40 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 9,440.00 250.000 500.00 1,592.000 3,184.00 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 25.610 5,122.00 91.510 18,302.00 (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 3,131.000 156,550.00 13,570.720 678,536.00 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 6,425.600 1,156,608.00 9,083.360 1,635,004.80 58 ASPHALT CONCRETE (TYPE A) TONN 87.0000 5,498,400.00 95.000 8,265.00 48,092.510 4,184,048.37 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 1,227.000 12,270.00 2,112.000 21,120.00 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 18.000 20,700.00 63 CONCRETE PAVEMENT M3 224.0000 9,184,000.00 10,008.000 2,241,792.00 10,008.000 2,241,792.00 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 15.000 6,000.00 235.000 94,000.00 F) PROGRAM CAS145 PAGE 4 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 78.220 61,011.60 389.500 303,810.00 F) 78 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 144,000.00 79.000 63,200.00 180.000 144,000.00 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 80,000.00 165.000 33,000.00 365.000 73,000.00 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 11,137.000 19,267.01 55,489.800 95,997.35 SF) 83 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 36,600.00 8,031.000 16,062.00 18,300.000 36,600.00 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 10.300 3,553.50 348.600 120,267.00 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 17.000 7,820.00 37.600 17,296.00 95 600 MM REINFORCED CONCRETE PIPE M 525.0000 94,500.00 154.110 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 26.900 13,450.00 41.700 20,850.00 (1.63 MM THICK) 01 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 62,500.00 31.500 7,875.00 (1.63 MM THICK) 02 450 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 7,200.00 1.000 1,200.00 3.000 3,600.00 03 600 MM ALTERNATIVE FLARED END SECTION EA 1,250.0000 53,750.00 10.000 12,500.00 16.000 20,000.00 PROGRAM CAS145 PAGE 5 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 18,900.00 06 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 2.000 10,000.00 2.000 10,000.00 07 600 MM SLIDE HEADGATE EA 7,000.0000 21,000.00 3.000 21,000.00 3.000 21,000.00 08 ROCK SLOPE PROTECTION M3 270.0000 59,400.00 39.600 10,692.00 128.460 34,684.20 (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 6,440.00 162.000 1,134.00 708.500 4,959.50 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 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.229 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 0.127 6,350.00 0.762 38,100.00 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 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 06:47 AM ESTIMATE NO. 12 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 11/20/07 R.E. NAME: GORDON, LAURA DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,018,000.41 20,935,963.84 ADJUSTMENT OF COMPENSATION 779,242.33 1,110,626.32 EXTRA WORK 87,935.24 222,736.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,885,177.98 22,269,327.15 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 4,885,177.98 26,652,627.15 MATERIALS ON HAND ON SITE 832,122.93 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 4,875,177.98 27,474,750.08 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 05/19/09 189 59 0 0 54% 34% PROGRESS IS SATISFACTORY GORDON, LAURA RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 11/26/07