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 11/22/10 EST. NO.25 TIME 02:09 PM R.E. NAME: FITZGERALD, TOM 01-296104 --------------------------------------------------------------------------- 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 0003 233.24 E.W. @ F.A.(+) 072310 N 0013.0 0004 1,475.06 102610 N GSB235 0006 1,774.82 100410 N 0016.0 0007 1,320.41 100510 N 0017.0 0008 1,320.41 100610 N 0018.0 0009 1,320.41 100710 N 0019.0 003 0021 239.04 E.W. @ F.A.(+) 101410 N GSB226 0022 217.50 100110 N GSB230 010 0092 966.34 E.W. @ F.A.(+) 110410 N GSB242 0093 2,811.52 110510 N GSB244 013 0017 3,148.05 E.W. @ F.A.(+) 100810 N GSB223 0022 99.24 102110 N GSB231 0023 99.24 102210 N GSB232 0026 2,912.55 102810 N GSB238 0027 108.71 110310 N GSB243 016 0002 70,704.00 E.W. @ L.S.(+) 100410 N GSB 02 019 0006 4,791.89 E.W. @ F.A.(+) 082610 N 15.0 0 0007 3,430.06 101410 N 0021.0 0008 437.05 101410 N 0022.0 97,409.54 TOTAL THIS ESTIMATE 656,810.96 TOTAL PREVIOUS ESTIMATE 754,220.50 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 11/22/10 EST. NO.25 TIME 02:09 PM R.E. NAME: FITZGERALD, TOM 01-296104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7-09 -3,000.00 09 RETURN 7-09 DEDUCT 3,000.00 10 PER LTR DATED 11/10 -2,000.00 25 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-101-89.3/R90.2 ----------------------- GOLDEN STATE BRIDGE INC IN HUMBOLDT COUNTY NEAR 901 HOWE ROAD MCKINLEYVILLE ON ROUTE 101 AND ON MARTINEZ CA 94553 ROUTE 200 FED. AID NO. ACNH-X023(33)E ,ACBH-X023(33)E ,NH-X023(33)E REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 19,005.0000 19,005.00 0.500 9,502.50 02 TIME-RELATED OVERHEAD WDAY 1,750.0000 2,747,500.00 30.000 52,500.00 695.000 1,216,250.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 6,650.00 266.400 9,324.00 04 TEMPORARY FENCE (TYPE ESA) M 8.0000 5,680.00 124.000 992.00 05 CONSTRUCTION SITE MANAGEMENT LS 55,555.0000 55,555.00 0.020 1,111.10 0.452 25,110.86 06 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.500 2,000.00 S) PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 8.0000 54,400.00 1,184.200 9,473.60 08 TEMPORARY SILT FENCE M 8.0000 48,000.00 57.300 458.40 1,390.040 11,120.32 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 4.000 8,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000.00 11 CONSTRUCTION AREA SIGNS LS 42,500.0000 42,500.00 0.050 2,125.00 0.664 28,220.00 S) 12 TRAFFIC CONTROL SYSTEM LS 97,500.0000 97,500.00 0.050 4,875.00 0.300 29,250.00 S) 13 TYPE III BARRICADE EA 100.0000 2,100.00 2.000 200.00 5.000 500.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7500 43,050.00 4,832.000 8,456.00 10,871.800 19,025.65 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 26,550.00 100.000 4,500.00 644.000 28,980.00 S) 16 FLASHING BEACON (PORTABLE) EA 2,000.0000 14,000.00 1.000 2,000.00 S) 17 TEMPORARY PAVEMENT MARKER EA 6.0000 17,400.00 240.000 1,440.00 520.000 3,120.00 S) 18 PORTABLE RADAR TRAILER EA 16,000.0000 32,000.00 2.000 32,000.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.660 49,500.00 S) 20 TEMPORARY RAILING (TYPE K) M 99.0000 646,470.00 2,176.270 215,450.73 4,601.750 455,573.25 S) 21 TEMPORARY CRASH CUSHION (ABSORB 350) EA 10,000.0000 130,000.00 2.000 20,000.00 7.000 70,000.00 S) 22 TEMPORARY RETAINING WALL M2 225.0000 175,500.00 285.000 64,125.00 403.220 90,724.50 PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING M2 1.0000 18,200.00 1,754.600 1,754.60 24 REMOVE FENCE (TYPE BW) M 5.0000 5,400.00 886.700 4,433.50 25 REMOVE CHAIN LINK FENCE M 16.0000 2,400.00 64.000 1,024.00 26 REMOVE CHAIN LINK GATE EA 700.0000 1,400.00 2.000 1,400.00 27 REMOVE METAL BEAM GUARD RAILING M 20.0000 2,600.00 57.180 1,143.60 28 REMOVE SINGLE THRIE BEAM BARRIER M 25.0000 7,500.00 300.000 7,500.00 29 REMOVE DOUBLE THRIE BARRIER M 25.0000 9,250.00 370.000 9,250.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 9.0000 18,900.00 79.000 711.00 932.400 8,391.60 STRIPE 31 REMOVE WHITE THERMOPLASTIC TRAFFIC M 5.0000 13,950.00 2,310.200 11,551.00 STRIPE 32 REMOVE WHITE PAINTED TRAFFIC STRIPE M 5.0000 3,750.00 1,049.000 5,245.00 1,049.000 5,245.00 33 REMOVE ROADSIDE SIGN EA 100.0000 4,200.00 5.000 500.00 34 REMOVE HEADWALL EA 1,800.0000 3,600.00 1.000 1,800.00 35 RECONSTRUCT FENCE (TYPE BW) M 55.0000 1,925.00 0.000 0.00 36 RESET CRASH CUSHION EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 S) 37 RELOCATE ROADSIDE SIGN EA 400.0000 2,000.00 0.000 0.00 38 ADJUST INLET EA 2,500.0000 2,500.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 51,360.00 439.600 5,275.20 S) 40 REMOVE CONCRETE BARRIER M 70.0000 39,200.00 552.000 38,640.00 41 BRIDGE REMOVAL, LOCATION A LS 1100,000.0000 1,100,000.00 0.650 715,000.00 0.650 715,000.00 42 BRIDGE REMOVAL, LOCATION B LS 1200,000.0000 1,200,000.00 0.150 180,000.00 0.150 180,000.00 43 CLEARING AND GRUBBING LS 63,350.0000 63,350.00 0.750 47,512.50 44 ROADWAY EXCAVATION M3 12.0000 234,000.00 144.780 1,737.36 3,103.780 37,245.36 45 ROADWAY EXCAVATION (TYPE Z-2) M3 315.0000 283,500.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0.00 47 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 133,875.00 303.000 53,025.00 F) 48 STRUCTURE EXCAVATION (TYPE D) M3 2,200.0000 1,273,800.00 378.033 831,672.60 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 52,125.00 170.000 21,250.00 F) PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 24.0000 1,704,000.00 41,786.680 1,002,880.32 51 IMPORTED MATERIAL (SHOULDER BACKING) M3 135.0000 2,700.00 0.000 0.00 52 HIGHWAY PLANTING LS 7,500.0000 7,500.00 0.000 0.00 S) 53 EROSION CONTROL (TYPE D) M2 1.3000 39,390.00 3,254.000 4,230.20 16,675.440 21,678.07 S) 54 FIBER ROLLS M 8.0000 20,400.00 653.600 5,228.80 S) 55 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 12,000.00 1.000 1,500.00 4.000 6,000.00 S) 56 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 57 CLASS 2 AGGREGATE BASE M3 110.0000 1,166,000.00 411.980 45,317.80 5,379.050 591,695.50 58 ASPHALT CONCRETE (TYPE A) TONN 135.0000 1,944,000.00 2,440.520 329,470.20 6,693.650 903,642.75 59 ASPHALT CONCRETE (OPEN GRADED) TONN 140.0000 754,600.00 0.000 0.00 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 18.0000 990.00 29.000 522.00 29.000 522.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 18.0000 3,240.00 0.000 0.00 63 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 18.0000 684.00 0.000 0.00 64 SHOULDER RUMBLE STRIP STA 350.0000 10,850.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 65 FURNISH STEEL PILING (HP 360 X 132) M 300.0000 502,500.00 1,629.995 488,998.50 66 DRIVE STEEL PILE (HP 360 X 132) EA 2,500.0000 197,500.00 33.000 82,500.00 S) 67 FURNISH STEEL PIPE PILING (1219 MM) M 4,444.0000 768,812.00 173.000 768,812.00 68 DRIVE STEEL PIPE PILING (1219 MM) EA 125,000.0000 500,000.00 4.000 500,000.00 S) 69 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 7,300.0000 3,825,200.00 380.200 2,775,460.00 PILING (2210 MM) 70 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 190,000.0000 2,470,000.00 9.000 1,710,000.00 S) PILING (2210 MM) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 685,000.0000 685,000.00 0.540 369,900.00 72 SEAL COURSE CONCRETE M3 1,000.0000 233,000.00 161.100 161,100.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 123,300.00 59.000 53,100.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 910.0000 6,051,500.00 3,194.000 2,906,540.00 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,250.0000 235,000.00 77.000 96,250.00 F) (TYPE N) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 3,500.0000 24,500.00 3.080 10,780.00 F) PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (HEADWALL) M3 3,000.0000 18,000.00 0.000 0.00 F) 78 PTFE BEARING EA 2,500.0000 67,500.00 11.000 27,500.00 S) 79 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,900.0000 134,900.00 29.000 55,100.00 S) 80 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 3,007,500.00 635,656.000 1,589,140.00 SF) 81 STRUCTURAL STEEL (TENSION HEAD) KG 33.0000 562,782.00 17,054.000 562,782.00 SF) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,325.00 0.000 0.00 (1.6 MM-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 3,410.00 0.000 0.00 (2.0 MM-UNFRAMED) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,850.00 0.000 0.00 (2.0 MM-FRAMED) 85 ROADSIDE SIGN - ONE POST EA 350.0000 11,900.00 0.000 0.00 86 INSTALL ROADSIDE SIGN EA 1,300.0000 3,900.00 0.000 0.00 (LAMINATED WOOD BOX POST) 87 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 6,500.00 0.000 0.00 88 450 MM ALTERNATIVE PIPE CULVERT M 330.0000 42,900.00 40.000 13,200.00 89 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 20,625.00 10.000 2,750.00 90 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 12,250.00 29.000 10,150.00 91 1050 MM ALTERNATIVE PIPE CULVERT M 600.0000 7,800.00 0.000 0.00 92 300 MM PLASTIC PIPE M 250.0000 1,250.00 0.000 0.00 93 300 MM SLOTTED CORRUGATED STEEL PIPE M 600.0000 6,600.00 0.000 0.00 (2.77 MM THICK) 94 900 MM CORRUGATED STEEL PIPE INLET M 1,500.0000 3,600.00 0.000 0.00 (2.77 MM THICK) 95 WELDED STEEL PIPE CASING (BRIDGE) M 800.0000 38,400.00 24.000 19,200.00 96 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 97 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 98 SCOUR HOLE LS 15,000.0000 15,000.00 0.000 0.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 145.0000 1,305.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 65.0000 8,450.00 0.000 0.00 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 65.0000 27,950.00 0.000 0.00 02 SLOPE PAVING (CONCRETE) M3 1,500.0000 5,850.00 0.000 0.00 03 ROCK SLOPE PROTECTION FABRIC M2 3.0000 1,380.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (PATTERNED) M2 45.0000 26,100.00 0.000 0.00 05 MISCELLANEOUS IRON AND STEEL KG 8.0000 6,384.00 0.000 0.00 SF) 06 ISOLATION CASING KG 30.0000 203,550.00 3,700.000 111,000.00 SF) 07 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 34,380.00 0.000 0.00 SF) 08 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 32,500.00 0.000 0.00 S) 09 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 1,800.00 4.000 7,200.00 S) 10 DELINEATOR (CLASS 1) EA 40.0000 3,200.00 0.000 0.00 11 MILEPOST MARKER EA 55.0000 220.00 0.000 0.00 12 MARKER (CULVERT) EA 55.0000 275.00 0.000 0.00 13 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 0.000 0.00 14 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 66,000.00 38.100 4,191.00 S) 15 VEGETATION CONTROL (MINOR CONCRETE) M2 85.0000 42,500.00 0.000 0.00 S) 16 METAL RAILING M 550.0000 132,550.00 0.000 0.00 SF) 17 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 175.0000 80,500.00 0.000 0.00 S) 18 DOUBLE THRIE BEAM BARRIER (BRIDGE) M 350.0000 21,350.00 0.000 0.00 S) 19 TRANSITION RAILING (TYPE WB) EA 5,000.0000 30,000.00 2.000 10,000.00 S) 20 TRANSITION RAILING (TYPE DTB) EA 5,000.0000 5,000.00 0.000 0.00 S) 21 RETURN CAP (TYPE TA) EA 135.0000 135.00 0.000 0.00 S) 22 END CAP (TYPE A) EA 135.0000 135.00 1.000 135.00 S) 23 END CAP (TYPE TA) EA 135.0000 405.00 2.000 270.00 S) 24 END CAP (TYPE TC) EA 135.0000 405.00 0.000 0.00 S) 25 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,750.00 1.000 750.00 S) 26 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 1,200.00 1.000 1,200.00 S) 27 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 4,500.00 0.000 0.00 S) 28 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,350.0000 10,050.00 2.000 6,700.00 S) 29 CONCRETE BARRIER (TYPE 60) M 250.0000 137,500.00 0.000 0.00 30 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) M 600.0000 144,600.00 241.000 144,600.00 SF) PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CALIFORNIA ST-10 BRIDGE RAIL M 600.0000 437,400.00 241.000 144,600.00 F) 32 THERMOPLASTIC PAVEMENT MARKING M2 90.0000 4,050.00 0.000 0.00 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 19,600.00 0.000 0.00 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 6,230.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,000.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 36 REMOVABLE PIPE BOLLARD EA 1,000.0000 4,000.00 0.000 0.00 37 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 3,780.00 0.000 0.00 S) 38 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 5,280.00 0.000 0.00 S) 39 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 40 FLASHING BEACON LS 25,000.0000 25,000.00 0.000 0.00 S) 41 COMMUNICATION CONDUIT LS 25,000.0000 25,000.00 0.300 7,500.00 S) 42 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 0.000 0.00 S) (COUNT) 43 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 1,000.0000 1,000.00 0.000 0.00 S) 44 MODIFY LIGHTING LS 225,000.0000 225,000.00 0.250 56,250.00 S) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 PERMEABLE PAVERS M2 45.0000 26,100.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 80.0000 960.00 0.000 0.00 48 FENCE (TYPE BW, METAL POST) M 48.0000 53,760.00 625.800 30,038.40 49 4.9 M WIRE MESH GATE EA 750.0000 6,000.00 2.000 1,500.00 PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 02:09 PM ESTIMATE NO. 25 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,663,974.79 19,356,124.98 ADJUSTMENT OF COMPENSATION 0.00 11,846.94 EXTRA WORK 97,409.54 742,373.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,761,384.33 20,110,345.48 50 MOBILIZATION LS 3333,333.0000 3,333,333.00 1.000 3,333,333.00 ORIGINAL CONTRACT AMOUNT 39,290,450.00 TOTAL WORK COMPLETED 1,761,384.33 23,443,678.48 MATERIALS ON HAND ON SITE 1,586,567.89 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 1,759,384.33 25,028,246.37 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 09/26/08 1670 10/18/08 12/25/08 12/25/10 694 0 0 0 58% 42% PROGRESS IS SATISFACTORY 7 DAY CALENDAR FITZGERALD, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/10