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 08/25/09 EST. NO.33 TIME 05:39 AM R.E. NAME: MEJIA, HUGO 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/25/09 EST. NO.33 TIME 05:39 AM R.E. NAME: MEJIA, HUGO 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 OUT OF SPEC CONCRETE -451.44 15 FAILED MATERIAL -9,096.94 18 FAILED CV FOR ITEM63 -4,600.00 22 0.00 -14,148.38 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 RECD PYRL #3 10,000.00 04 MISS PYRL -10,000.00 12 MISS PYRL -10,000.00 13 MISS PYRL -10,000.00 14 MISS PYRL -10,000.00 15 RECD PYRL #12,13,14 30,000.00 17 RECD PYRL #15 10,000.00 17 MISS PYRL -10,000.00 23 RECD PYRL 10,000.00 24 MISS PYRL -1,000.00 26 RECD PYRL #26 1,000.00 27 MISS PYRL -4,000.00 28 RECD PYRL #28 4,000.00 29 MISS PYRL -7,523.07 32 0.00 -7,523.07 TOTAL DEDUCTIONS 0.00 -21,671.45 PROGRAM CAS145 PAGE 1 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 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 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 8,000.0000 4,400,000.00 559.000 4,472,000.00 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 0.998 149,700.00 06 TEMPORARY EROSION CONTROL HA 5,000.0000 5,000.00 0.706 3,530.00 07 TEMPORARY FIBER ROLL M 15.0000 27,000.00 731.500 10,972.50 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 8.000 28,000.00 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 3.000 2,700.00 (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 0.800 16,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.998 199,600.00 S) 16 TYPE III BARRICADE EA 130.0000 23,400.00 103.000 13,390.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 37,000.00 496.000 24,800.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.998 49,900.00 S) 19 TEMPORARY RAILING (TYPE K) M 20.0000 318,000.00 12,006.300 240,126.00 20 TEMPORARY CRASH CUSHION MODULE EA 350.0000 80,500.00 281.000 98,350.00 21 ABANDON CULVERT EA 1,200.0000 12,000.00 7.000 8,400.00 22 REMOVE FENCE M 7.0000 42,070.00 6,116.000 42,812.00 S) PROGRAM CAS145 PAGE 2 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,150.00 227.700 4,781.70 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 17,904.000 35,808.00 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 420.00 18.370 642.95 S) 28 REMOVE PAVEMENT MARKER EA 2.0000 4,620.00 2,009.000 4,018.00 S) 29 REMOVE ROADSIDE SIGN EA 200.0000 3,800.00 1.000 200.00 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 2.000 1,000.00 33 1200 MM PLASTIC PIPE LINER M 1,170.0000 468,000.00 400.000 468,000.00 34 REMOVE CONCRETE M3 150.0000 27,000.00 162.820 24,423.00 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 5.000 1,750.00 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 2,618,000.00 119,084.370 3,334,362.36 40 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 34,000.00 680.000 34,000.00 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 1,030.000 92,700.00 F) 44 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 47,700.00 530.000 47,700.00 F) 45 SAND BACKFILL M3 350.0000 52,500.00 114.450 40,057.50 46 IMPORTED BORROW M3 7.5000 3,510,000.00 435,954.460 3,269,658.45 47 STRAW (EROSION CONTROL) TONN 450.0000 54,000.00 88.758 39,941.10 S) 48 FIBER (EROSION CONTROL) KG 3.0000 44,400.00 25,311.840 75,935.52 S) 49 FIBER ROLLS M 10.0000 10,000.00 3,802.280 38,022.80 S) PROGRAM CAS145 PAGE 3 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,650.00 547.030 30,086.65 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 9,440.00 4,569.640 9,139.28 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,380.00 3,867.640 11,602.92 S) 53 250 MM CORRUGATED STEEL PIPE CONDUIT M 200.0000 46,000.00 256.460 51,292.00 (1.63 MM THICK) 54 300 MM CORRUGATED STEEL PIPE CONDUIT M 220.0000 26,400.00 137.810 30,318.20 (1.63 MM THICK) 55 CLASS 2 AGGREGATE SUBBASE M3 50.0000 1,560,000.00 30,112.544 1,505,627.20 56 CLASS 2 AGGREGATE BASE M3 56.0000 1,204,000.00 684.623 38,338.89 22,561.380 1,263,437.28 57 LEAN CONCRETE BASE M3 180.0000 3,906,000.00 20,954.964 3,771,893.52 58 ASPHALT CONCRETE (TYPE A) TONN 87.0000 5,498,400.00 57,941.274 5,040,890.84 59 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 418.00 62.100 683.10 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,200.00 3,244.000 32,440.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,100.00 168.000 1,680.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,150.0000 90,850.00 24.400 28,060.00 63 CONCRETE PAVEMENT M3 224.0000 9,184,000.00 39,752.095 8,904,469.28 64 SHOULDER RUMBLE STRIP STA 113.0000 20,340.00 134.369 15,183.70 (PCC, ROLLED-IN INDENTATIONS) 65 SEAL LONGITUDINAL JOINT M 3.1000 104,780.00 19,977.700 61,930.87 66 SEAL TRANSVERSE JOINT M 3.1000 106,950.00 33,458.900 103,722.59 67 FURNISH STEEL PILING (HP 250 X 85) M 120.0000 178,320.00 1,486.000 178,320.00 68 DRIVE STEEL PILE (HP 250 X 85) EA 2,100.0000 123,900.00 59.000 123,900.00 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 52.000 52,000.00 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 1.000 155,000.00 S) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 116,000.00 290.000 116,000.00 F) PROGRAM CAS145 PAGE 4 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,100.000 1,638,000.00 F) 78 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 144,000.00 180.000 144,000.00 F) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 352,000.00 397.530 397,530.00 F) 80 FRACTURED RIB TEXTURE M2 200.0000 80,000.00 400.000 80,000.00 F) 81 JOINT SEAL (MR 40 MM) M 295.0000 23,010.00 76.100 22,449.50 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 1.7300 517,270.00 299,000.000 517,270.00 SF) 83 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 36,600.00 18,300.000 36,600.00 SF) 84 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 378,820.00 37,882.000 378,820.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 37,882.00 37,882.000 37,882.00 SF) 86 1524 MM CAST-IN-DRILLED-HOLE M 1,975.0000 69,125.00 35.000 69,125.00 S) CONCRETE PILE (SIGN FOUNDATION) 87 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 98.000 24,500.00 88 ROADSIDE SIGN - TWO POST EA 600.0000 15,600.00 3.000 1,800.00 89 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 2.000 4,000.00 (LAMINATED WOOD BOX POST) 90 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 10,800.00 43.600 17,440.00 91 600 MM ALTERNATIVE PIPE CULVERT M 345.0000 158,700.00 476.450 164,375.25 92 750 MM ALTERNATIVE PIPE CULVERT M 375.0000 112,500.00 299.200 112,200.00 93 900 MM ALTERNATIVE PIPE CULVERT M 425.0000 119,000.00 282.370 120,007.25 94 450 MM REINFORCED CONCRETE PIPE M 460.0000 21,620.00 102.730 47,255.80 95 600 MM REINFORCED CONCRETE PIPE M 525.0000 94,500.00 218.730 114,833.25 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 85.200 42,600.00 (1.63 MM THICK) 01 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 62,500.00 251.300 62,825.00 (1.63 MM THICK) 02 450 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 7,200.00 6.000 7,200.00 03 600 MM ALTERNATIVE FLARED END SECTION EA 1,250.0000 53,750.00 27.000 33,750.00 PROGRAM CAS145 PAGE 5 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 5,600.00 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 07 600 MM SLIDE HEADGATE EA 7,000.0000 21,000.00 3.000 21,000.00 08 ROCK SLOPE PROTECTION M3 270.0000 59,400.00 128.460 34,684.20 (FACING, METHOD B) 09 SLOPE PAVING (STAMPED CONCRETE) M2 300.0000 246,000.00 820.000 246,000.00 F) 10 ROCK SLOPE PROTECTION FABRIC M2 7.0000 6,440.00 708.500 4,959.50 11 MINOR CONCRETE (STAMPED CONCRETE) M2 185.0000 188,700.00 1,090.800 201,798.00 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 4,655.000 60,515.00 S) 14 CHAIN LINK FENCE (TYPE CL-1.8) M 29.0000 135,720.00 5,239.000 151,931.00 S) 15 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 6,500.00 5.000 6,500.00 S) 16 DELINEATOR (CLASS 1) EA 35.0000 11,900.00 217.000 7,595.00 17 OBJECT MARKER EA 35.0000 2,310.00 0.000 0.00 18 METAL BEAM GUARD RAILING (STEEL POST) M 84.0000 32,760.00 437.600 36,758.40 S) 19 CHAIN LINK RAILING M 195.0000 47,580.00 244.000 47,580.00 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 86,500.00 173.000 86,500.00 F) 22 DOUBLE METAL BEAM GUARD RAILING M 125.0000 1,500.00 15.200 1,900.00 S) (STEEL POST) 23 SINGLE THRIE BEAM BARRIER (STEEL POST) M 90.0000 11,700.00 122.000 10,980.00 S) 24 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 125.0000 200,000.00 1,593.500 199,187.50 S) 25 CABLE RAILING M 150.0000 5,550.00 37.000 5,550.00 SF) 26 TRANSITION RAILING (TYPE WB) EA 3,200.0000 25,600.00 8.000 25,600.00 S) 27 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 3,200.00 1.000 3,200.00 S) 28 RAIL TENSIONING ASSEMBLY EA 5,500.0000 11,000.00 2.000 11,000.00 S) 29 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 12.000 8,400.00 S) 30 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 6.000 18,000.00 S) PROGRAM CAS145 PAGE 6 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 16,100.00 S) 32 CRASH CUSHION (TYPE CAT) EA 4,850.0000 19,400.00 4.000 19,400.00 S) 33 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 4.000 2,000.00 S) 34 CONCRETE BARRIER (TYPE 60) M 390.0000 120,900.00 303.000 118,170.00 35 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 51,900.00 173.000 51,900.00 F) 36 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 14,000.00 311.710 12,468.40 S) 37 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 34,100.00 36,965.500 36,965.50 S) (SPRAYABLE) 38 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,210.00 1,385.500 4,156.50 S) 39 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,680.00 67.300 201.90 S) (BROKEN 3.66 M - 0.92 M) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,400.00 14,804.100 14,804.10 S) (DASHED YELLOW) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,240.00 17,781.900 14,225.52 S) (BROKEN 10.98 M - 3.66 M) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 210.00 175.300 175.30 S) (BROKEN 5.18 M - 2.14 M) 43 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 32,880.00 42,851.000 25,710.60 S) 44 PAINT PAVEMENT MARKING M2 40.0000 480.00 0.000 0.00 S) 45 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 450.00 170.000 510.00 S) 46 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,560.00 4,248.000 16,992.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.990 178,200.00 S) 48 RELOCATE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.990 19,800.00 S) 49 MODIFY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.990 29,700.00 S) 50 CLOSE CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.990 49,500.00 S) (LOCATION 1) 51 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.931 46,550.00 S) (LOCATION 2) 52 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.430 12,900.00 S) PROGRAM CAS145 PAGE 7 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-293304 TIME 05:39 AM ESTIMATE NO. 33 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 08/20/09 R.E. NAME: MEJIA, HUGO DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 38,338.89 41,943,292.28 ADJUSTMENT OF COMPENSATION 0.00 1,315,691.16 EXTRA WORK 0.00 851,990.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,338.89 44,110,974.29 53 MOBILIZATION LS 4614,000.0000 4,614,000.00 1.000 4,614,000.00 ORIGINAL CONTRACT AMOUNT 47,134,940.00 TOTAL WORK COMPLETED 38,338.89 48,724,974.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -21,671.45 TOTAL 38,338.89 48,703,302.84 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 08/21/09 559 124 10 0 97% 100% PROGRESS UNSATISFACTORY MEJIA, HUGO RESIDENT ENGINEER PROGRAM CAS145 PAGE 27 DATE 08/25/09