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 03/22/11 EST. NO.39 TIME 10:42 AM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- 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 0094 974.31 E.W. @ F.A.(+) 081909 N 0487 0 0095 63.40 092810 N 5040 0 011 0018 355.62 E.W. @ F.A.(+) 052410 N 0495 0 0019 521.64 052510 N 0496 0 0020 454.62 061710 N 0497 0 0021 281.73 062910 N 0498 0 0023 526.64 072710 N 0500 0 0024 224.18 082610 N 0505 0 0025 1,049.74 083110 N 0506 0 0027 314.08 100810 N 0510 0 0028 260.60 101410 N 0514 0 0029 371.74 101510 N 0517 0 0030 185.85 101810 N 0518 0 0031 1,732.68 102110 N 0523 0 0032 185.85 102510 N 0525 0 012 0014 628.68 E.W. @ F.A.(+) 111710 N 0463 0 013 0006-1 -4,899.80 E.W. @ U.P (+) 051509 N 0084 0 DAO CORRECTING ENTRY 0006-2 5,916.32 051509 N 0084 0 DAO CORRECTING ENTRY 0010-1 -17,181.86 052609 N 0097 0 DAO CORRECTING ENTRY 0010-2 20,944.22 052609 N 0097 0 DAO CORRECTING ENTRY 036 0009 7,952.18 E.W. @ F.A.(+) 111010 N 0410 0 053 0004 1,158.28 E.W. @ F.A.(+) 051909 N 640697 056 0004 2,188.92 E.W. @ F.A.(+) 061010 N 0489 0 058 0007 448.08 E.W. @ F.A.(+) 090109 N 142 0 0011 2,174.69 111910 N 0460 0 076 0016 2,173.12 E.W. @ F.A.(+) 111110 N 0541 0 0016-1 -2,173.12 111110 N 0541 0 DAO CORRECTING ENTRY 077 0008 2,778.09 E.W. @ F.A.(+) 082310 N 0481 0 0009 4,592.31 090210 N 0482 0 0011 4,492.68 091510 N 0484 0 0013 1,609.69 090810 N 0486 0 0014 4,402.95 090910 N 0492 0 081 0003 642.60 E.W. @ F.A.(+) 101210 N 0512 0 0004 139.67 101310 N 0513 0 0006 1,383.17 102010 N 0520 0 083 0117 4,303.90 E.W. @ F.A.(+) 111810 N 0490 0 0118 1,193.83 111710 N 0493 0 0119 130.28 100710 N 0509 0 0120 130.28 100810 N 0511 0 0121 260.60 101410 N 0516 0 0122 1,715.53 101910 N 0519 0 0124 2,311.68 102210 N 0523 0 0125 1,301.03 102510 N 0524 0 0126 929.34 110210 N 0529 0 0128 260.60 111210 N 0534 0 0129 92.95 111910 N 0537 0 087 0002 4,022.63 E.W. @ F.A.(+) 080410 N 0224 0 0007 4,924.15 080910 N 0473 0 0008 4,666.33 081010 N 0474 0 0009 4,457.47 081110 N 0475 0 0010 4,457.47 081310 N 0476 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/22/11 EST. NO.39 TIME 10:42 AM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0011 4,146.73 081610 N 0477 0 0012 4,146.73 081710 N 0478 0 0014 4,146.73 081810 N 0491 0 089 0019 390.88 E.W. @ F.A.(+) 082510 N 0504 0 0020 836.40 092310 N 0507 0 0022 521.17 111510 N 0535 0 0023 185.85 111910 N 0536 0 092 0004 1,486.94 E.W. @ F.A.(+) 110410 N 0531 0 0005 1,486.94 110510 N 0532 0 095 0023 1,842.56 E.W. @ F.A.(+) 102610 N 0526 0 0024 1,486.94 102710 N 0527 0 0025 1,486.94 110110 N 0528 0 104,196.43 TOTAL THIS ESTIMATE 2,561,902.88 TOTAL PREVIOUS ESTIMATE 2,666,099.31 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 03/22/11 EST. NO.39 TIME 10:42 AM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC CONTINENTAL -373.00 20 PCC PILES 9-3 9-8 -2,076.91 20 PER 86-8.01 PAYMENT -5,000.00 20 PER 56-1.10 PMT -5,000.00 30 0.00 -12,449.91 EQUAL EMPLOYMENT OPPORTUNITY FHWA FORM 1391 -10,000.00 05 RTN FHWA 1391 10,000.00 08 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR 05/08 -3,000.00 02 RTN 05/07 DEDUCT 3,000.00 04 PER LTR 08/08 -5,000.00 05 PER LTR 10/08 -10,000.00 07 PER 11/08 LTR -3,000.00 08 PER 12/08 LTR -10,000.00 09 RTN 08/08 DEDUCT 5,000.00 09 RETURN 11/08 DEDUCT 3,000.00 10 RETURN 12/08 DEDUCT 10,000.00 10 PER LTR DATED 2/09 -8,000.00 12 RETURN 10/08 DEDUCT 10,000.00 12 PER LTR 03/09 -2,000.00 13 PER LTR DATED 04/09 -2,000.00 15 PER LTR DATED 03/09 2,000.00 15 PER LTR DATED 02/09 8,000.00 15 PER LTR DATED 7/09 -4,000.00 18 RETURN 4-09 DEDUCT 2,000.00 19 PER LTR DATED 9/09 -2,000.00 20 PER LTR DATED 10/19 -2,000.00 21 RETURN 07/09 DEDUCT 4,000.00 21 RETURN 09/09 DEDUCT 2,000.00 21 PER LTR DATED 11/09 -4,000.00 22 RET 10/09 DEDUCT 2,000.00 23 PER LTR DATED 2/10 -5,000.00 25 RET 11/09 DEDUCT 4,000.00 26 PER 4/19 LTR -2,000.00 27 RETURN 2/10 DEDUCT 5,000.00 28 RETURN 4/10 DEDUCT 2,000.00 28 PER 07/10 LTR -4,000.00 30 RETURN 7/10 DEDUCT 4,000.00 31 PER LTR DATED 9/10 -1,000.00 32 PER LTR DATED 10/10 -10,000.00 34 PER LTR DATED 11/10 -3,000.00 35 RETURN DUDUCT 9/10 1,000.00 35 RETURN DUDUCT 10/10 10,000.00 35 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/22/11 EST. NO.39 TIME 10:42 AM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 2/11 -3,000.00 38 RETURN DEDUCT 2/11 3,000.00 39 3,000.00 -3,000.00 TOTAL DEDUCTIONS 3,000.00 -15,449.91 PROGRAM CAS145 PAGE 1 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 LOCATION PROGRESS ESTIMATE 02-SHA-5-R15.1/R15.7 ----------------- GOLDEN STATE BRIDGE INC IN SHASTA COUNTY IN REDDING FROM 901 HOWE ROAD LIBERTY STREET TO ROUTE 5/44 MARTINEZ CA 94553 SEPARATION FED. AID NO. ACST-P044(44)E ,PE-P044(44)E WIDEN HIGHWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROTECTION OF MIGRATORY BIRDS LS 40,000.0000 40,000.00 1.000 40,000.00 02 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 03 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 1.000 10,000.00 04 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,680,000.00 670.000 2,680,000.00 05 TEMPORARY FENCE (TYPE ESA) M 12.0000 7,200.00 464.000 5,568.00 06 TEMPORARY CULVERT M 575.0000 10,350.00 10.850 6,238.75 07 CONSTRUCTION SITE MANAGEMENT LS 22,500.0000 22,500.00 1.000 22,500.00 08 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000.00 S) PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 12.0000 31,200.00 4,800.230 57,602.76 10 TEMPORARY SILT FENCE M 13.0000 52,000.00 2,088.420 27,149.46 11 TEMPORARY GRAVEL BAG BERM M 24.0000 32,160.00 231.250 5,550.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 45,000.00 30.000 45,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 9.000 18,000.00 14 TEMPORARY COVER M2 3.5000 6,300.00 6,843.900 23,953.65 15 TEMPORARY CHECK DAM M 70.0000 21,000.00 150.000 10,500.00 16 TEMPORARY STRAW BALE BARRIER M 85.0000 17,000.00 48.200 4,097.00 17 MOVE-IN/MOVE-OUT EA 1,000.0000 14,000.00 4.000 4,000.00 S) (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 56.000 14,000.00 19 TEMPORARY HYDRAULIC MULCH M2 0.7000 28,000.00 30,884.000 21,618.80 S) (BONDED FIBER MATRIX) 20 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000.00 21 TRAFFIC CONTROL SURVEILLANCE LS 40,000.0000 40,000.00 1.000 40,000.00 S) 22 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 1.000 70,000.00 S) PROGRAM CAS145 PAGE 2 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SYSTEM LS 875,000.0000 875,000.00 1.000 875,000.00 S) 24 TYPE III BARRICADE EA 125.0000 1,375.00 11.000 1,375.00 S) 25 TEMPORARY PAVEMENT MARKING (PAINT) M2 70.0000 9,100.00 151.160 10,581.20 S) 26 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 45,000.00 58,874.000 58,874.00 S) 27 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 22,800.00 618.000 23,484.00 S) 28 TEMPORARY PAVEMENT MARKER EA 4.0000 10,280.00 3,029.000 12,116.00 S) 29 TEMPORARY TERMINAL SECTION (TYPE K) EA 9,000.0000 9,000.00 0.000 0.00 S) 30 PORTABLE CHANGEABLE MESSAGE SIGN LS 165,000.0000 165,000.00 1.000 165,000.00 S) 31 QUEUE WARNING PCMS LS 145,000.0000 145,000.00 1.000 145,000.00 S) 32 TEMPORARY RAILING (TYPE K) M 110.0000 1,254,000.00 10,142.380 1,115,661.80 S) 33 TEMPORARY CRASH CUSHION MODULE EA 195.0000 44,850.00 180.000 35,100.00 S) 34 ABANDON CULVERT M 170.0000 44,200.00 251.500 42,755.00 35 REMOVE CHAIN LINK FENCE M 8.0000 11,120.00 1,784.750 14,278.00 36 REMOVE MARKER EA 75.0000 150.00 2.000 150.00 37 REMOVE METAL BEAM GUARD RAILING M 10.0000 34,200.00 3,312.700 33,127.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 11.0000 38,060.00 4,404.500 48,449.50 STRIPE 39 REMOVE TRAFFIC STRIPE M 1.5000 42,150.00 29,602.000 44,403.00 40 REMOVE PAVEMENT MARKING M2 70.0000 3,640.00 129.010 9,030.70 41 REMOVE PAVEMENT MARKER EA 1.0000 2,710.00 1,996.000 1,996.00 42 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 300.0000 300.00 1.000 300.00 43 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 111.000 5,550.00 44 REMOVE ROADSIDE SIGN EA 225.0000 3,600.00 15.000 3,375.00 (STRAP AND SADDLE BRACKET METHOD) 45 REMOVE ROADSIDE SIGN PANEL EA 400.0000 1,200.00 3.000 1,200.00 46 REMOVE SIGN STRUCTURE EA 6,000.0000 12,000.00 2.000 12,000.00 47 REMOVE BRIDGE MOUNTED SIGN EA 6,000.0000 12,000.00 2.000 12,000.00 48 REMOVE CULVERT M 225.0000 6,075.00 26.800 6,030.00 49 REMOVE INLET EA 1,750.0000 8,750.00 6.000 10,500.00 PROGRAM CAS145 PAGE 3 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE RETAINING WALL (PORTION) M3 450.0000 58,500.00 124.900 56,205.00 51 REMOVE ASPHALT CONCRETE SURFACING M2 35.0000 18,025.00 498.000 17,430.00 52 RESET ROADSIDE SIGN EA 350.0000 2,100.00 6.000 2,100.00 53 RESET STRUCTURE MOUNTED SIGN EA 600.0000 600.00 1.000 600.00 54 RELOCATE ROADSIDE SIGN EA 600.0000 600.00 1.000 600.00 55 ADJUST WATER VALVE COVER TO GRADE EA 900.0000 4,500.00 3.000 2,700.00 56 ADJUST MONUMENT COVER EA 900.0000 900.00 1.000 900.00 57 ADJUST MANHOLE TO GRADE EA 1,500.0000 3,000.00 2.000 3,000.00 58 MODIFY INLET EA 6,650.0000 19,950.00 3.000 19,950.00 59 MODIFY MANHOLE EA 3,350.0000 3,350.00 1.000 3,350.00 60 MODIFY REINFORCED CONCRETE BOX EA 4,300.0000 8,600.00 2.000 8,600.00 61 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 90,500.00 6,710.900 67,109.00 S) 62 REMOVE CONCRETE M3 250.0000 27,500.00 157.455 39,363.75 63 REMOVE CONCRETE BARRIER M 55.0000 25,300.00 471.000 25,905.00 64 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.5000 65,450.00 10,952.000 60,236.00 65 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 1.000 110,000.00 66 BRIDGE REMOVAL, LOCATION B LS 3200,000.0000 3,200,000.00 1.000 3,200,000.00 67 BRIDGE REMOVAL (PORTION) LS 99,000.0000 99,000.00 1.000 99,000.00 68 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 69 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000.00 70 ROADWAY EXCAVATION M3 37.0000 1,653,900.00 46,410.100 1,717,173.70 71 ROADWAY EXCAVATION (TYPE Z-2) M3 50.0000 83,500.00 1,189.900 59,495.00 (AERIALLY DEPOSITED LEAD) 72 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 S) 73 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 383,250.00 2,254.230 394,490.25 F) 74 STRUCTURE EXCAVATION (TYPE D) M3 4,500.0000 1,170,000.00 260.000 1,170,000.00 F) 75 STRUCTURE EXCAVATION (RETAINING WALL) M3 85.0000 437,495.00 5,147.000 437,495.00 F) 76 STRUCTURE BACKFILL (BRIDGE) M3 95.0000 123,975.00 1,350.800 128,326.00 F) PROGRAM CAS145 PAGE 4 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 404,460.00 4,494.000 404,460.00 F) 78 PERVIOUS BACKFILL MATERIAL M3 225.0000 92,925.00 413.000 92,925.00 F) 79 SAND BACKFILL M3 300.0000 33,000.00 93.170 27,951.00 80 DITCH EXCAVATION M3 150.0000 4,650.00 30.500 4,575.00 81 IMPORTED MATERIAL (SHOULDER BACKING) M3 85.0000 64,600.00 521.880 44,359.80 82 SUBGRADE ENHANCEMENT FABRIC M2 2.0000 18,620.00 8,807.590 17,615.18 83 HIGHWAY PLANTING LS 85,000.0000 85,000.00 1.000 85,000.00 S) 84 IMPORTED TOPSOIL M3 75.0000 215,250.00 1,182.150 88,661.25 85 DECOMPOSED GRANITE M2 300.0000 1,800.00 2.250 675.00 86 ROCK BLANKET M2 45.0000 33,750.00 721.000 32,445.00 87 EROSION CONTROL (TYPE D) HA 4,000.0000 24,000.00 7.471 29,884.00 S) 88 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 14,000.00 5.000 5,000.00 S) 89 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 1.000 35,000.00 S) 90 PLANT ESTABLISHMENT WORK LS 2,600.0000 2,600.00 0.152 395.20 0.648 1,684.80 S) 91 TREE GRATE EA 3,800.0000 49,400.00 13.000 49,400.00 92 TREE GUARD EA 1,450.0000 18,850.00 13.000 18,850.00 93 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 1.000 9,000.00 S) 94 IRRIGATION SYSTEM LS 290,000.0000 290,000.00 1.000 290,000.00 S) 95 20 MM COPPER PIPE (SUPPLY LINE) M 60.0000 1,380.00 23.000 1,380.00 96 50 MM IRRIGATION SLEEVE M 60.0000 17,400.00 289.200 17,352.00 97 100 MM IRRIGATION SLEEVE M 250.0000 5,750.00 22.900 5,725.00 98 150 MM IRRIGATION SLEEVE M 320.0000 4,800.00 13.100 4,192.00 99 200 MM IRRIGATION SLEEVE M 400.0000 4,400.00 10.800 4,320.00 00 200 MM CORRUGATED HIGH DENSITY M 450.0000 108,000.00 248.920 112,014.00 POLYETHYLENE PIPE CONDUIT 01 BOOSTER PUMP SYSTEM EA 9,000.0000 9,000.00 1.000 9,000.00 S) 02 FINISHING ROADWAY LS 50,000.0000 50,000.00 1.000 50,000.00 03 CLASS 2 AGGREGATE BASE M3 75.0000 1,057,500.00 12,480.530 936,039.75 PROGRAM CAS145 PAGE 5 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALT CONCRETE (TYPE A) TONN 110.0000 2,123,000.00 20,204.000 2,222,440.00 05 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 135.0000 1,116,450.00 9,098.190 1,228,255.65 06 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 145.0000 394,400.00 4,325.090 627,138.05 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 16,000.00 250.470 12,523.50 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 760.00 50.000 500.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 8,900.00 886.700 8,867.00 10 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 9,400.00 1,546.600 15,466.00 11 SHOULDER RUMBLE STRIP STA 275.0000 15,950.00 58.790 16,167.25 (AC, GROUND-IN INDENTATIONS) 12 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 1,035,000.00 232.690 1,047,105.00 S) PILING 13 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,500.0000 792,000.00 143.500 789,250.00 S) PILING 14 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 9,500.0000 836,000.00 88.200 837,900.00 S) PILING (ROCK SOCKET) 15 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 10,500.0000 1,449,000.00 137.150 1,440,075.00 S) PILING (ROCK SOCKET) 16 FURNISH PILING (CLASS 625) M 550.0000 22,550.00 37.050 20,377.50 (ALTERNATIVE V) 17 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 7,500.0000 30,000.00 4.000 30,000.00 S) 18 1.8 M PERMANENT STEEL CASING M 5,500.0000 1,265,000.00 230.040 1,265,220.00 S) 19 2.4 M PERMANENT STEEL CASING M 6,750.0000 972,000.00 143.463 968,375.25 S) 20 PRESTRESSING CAST-IN-PLACE CONCRETE LS 685,000.0000 685,000.00 1.000 685,000.00 S) 21 TIEBACK ANCHOR EA 5,400.0000 70,200.00 13.000 70,200.00 S) 22 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 154,000.00 236.130 165,291.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 8,162,550.00 8,736.290 8,168,431.15 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 108,000.00 135.000 108,000.00 F) 25 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,250.0000 425,000.00 340.000 425,000.00 F) (TYPE N) 26 CLASS 1 CONCRETE (RETAINING WALL) M3 875.0000 1,911,000.00 2,184.818 1,911,715.75 F) 27 CLASS 1 CONCRETE (BOX CULVERT) M3 1,320.0000 396,000.00 303.920 401,174.40 F) 28 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 172,000.00 86.000 172,000.00 F) 29 ARCHITECTURAL SURFACE TREATMENT LS 49,500.0000 49,500.00 1.000 49,500.00 S) (SIDEWALK) 30 ARCHITECTURAL TREATMENT M2 510.0000 600,270.00 1,191.808 607,822.08 F) PROGRAM CAS145 PAGE 6 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ANTI-GRAFFITI COATING M2 35.0000 46,200.00 1,418.260 49,639.10 32 ARCHITECTURAL TEXTURE M2 400.0000 48,000.00 120.000 48,000.00 F) 33 DRILL AND PRESSURE GROUT DOWEL M 125.0000 1,000.00 8.000 1,000.00 34 DRILL AND BOND DOWEL M 90.0000 3,690.00 37.225 3,350.25 35 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 392,000.00 14.000 392,000.00 GIRDER (30 M - 35 M) 36 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 70,000.00 14.000 70,000.00 S) GIRDER 37 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 750,000.00 221.104 663,312.00 38 PLACE POLYESTER CONCRETE OVERLAY M2 18.0000 214,200.00 11,900.000 214,200.00 F) 39 PTFE BEARING EA 3,800.0000 76,000.00 20.000 76,000.00 S) 40 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 153,000.00 84.500 152,100.00 S) 41 JOINT SEAL (MR 40 MM) M 225.0000 9,450.00 41.930 9,434.25 S) 42 BAR REINFORCING STEEL (BRIDGE) KG 1.9500 3,172,650.00 1,630,768.960 3,179,999.47 SF) 43 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 431,554.20 130,774.000 431,554.20 SF) 44 BAR REINFORCING STEEL (BOX CULVERT) KG 2.6500 83,186.15 31,988.000 84,768.20 SF) 45 HEADED BAR REINFORCEMENT EA 8.0000 7,144.00 914.000 7,312.00 S) 46 SHOTCRETE M3 900.0000 44,100.00 49.000 44,100.00 SF) 47 FURNISH SIGN STRUCTURE (TUBULAR) KG 11.5000 658,156.50 57,231.000 658,156.50 SF) 48 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2500 71,538.75 57,231.000 71,538.75 SF) 49 FURNISH LAMINATED PANEL SIGN M2 160.0000 25,600.00 151.600 24,256.00 (25.4 MM-TYPE A) 50 FURNISH LAMINATED PANEL SIGN M2 160.0000 1,120.00 6.600 1,056.00 (25.4 MM-TYPE B) 51 FURNISH LAMINATED PANEL SIGN M2 170.0000 3,400.00 19.280 3,277.60 (63.5 MM-TYPE B) 52 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 7,650.00 86.220 7,759.80 (1.6 MM-UNFRAMED) 53 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 3,690.00 45.540 4,098.60 (2.0 MM-UNFRAMED) 54 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,700.00 27.520 2,752.00 (1.6 MM-FRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,400.00 23.740 2,374.00 (2.0 MM-FRAMED) 56 1524 MM CAST-IN-DRILLED-HOLE M 3,750.0000 322,500.00 85.952 322,320.00 S) CONCRETE PILE (SIGN FOUNDATION) 57 METAL (BARRIER MOUNTED SIGN) KG 25.0000 2,050.00 81.800 2,045.00 PROGRAM CAS145 PAGE 7 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ROADSIDE SIGN - ONE POST EA 350.0000 20,650.00 67.000 23,450.00 59 ROADSIDE SIGN - TWO POST EA 700.0000 16,100.00 21.000 14,700.00 60 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 9,800.00 29.000 10,150.00 METHOD) 61 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 1.000 2,000.00 (LAMINATED WOOD BOX POST) 62 CLEAN AND PAINT SIGNAL POLES AND MAST LS 22,000.0000 22,000.00 1.000 22,000.00 S) ARMS 63 200 MM ALTERNATIVE PIPE CULVERT M 165.0000 16,500.00 99.400 16,401.00 64 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 18,000.00 85.100 17,020.00 65 375 MM ALTERNATIVE PIPE CULVERT M 250.0000 32,500.00 127.700 31,925.00 66 450 MM ALTERNATIVE PIPE CULVERT M 340.0000 21,080.00 71.200 24,208.00 67 300 MM REINFORCED CONCRETE PIPE M 340.0000 51,000.00 146.500 49,810.00 68 375 MM REINFORCED CONCRETE PIPE M 350.0000 189,000.00 535.560 187,446.00 69 450 MM REINFORCED CONCRETE PIPE M 420.0000 71,400.00 165.710 69,598.20 70 600 MM REINFORCED CONCRETE PIPE M 440.0000 118,800.00 257.806 113,434.64 71 750 MM REINFORCED CONCRETE PIPE M 430.0000 90,300.00 204.290 87,844.70 72 300 MM CORRUGATED STEEL PIPE M 210.0000 7,140.00 33.100 6,951.00 (2.01 MM THICK) 73 900 MM CORRUGATED STEEL PIPE M 330.0000 2,970.00 8.700 2,871.00 (2.01 MM THICK) 74 150 MM PERFORATED STEEL PIPE UNDERDRAIN M 135.0000 3,510.00 22.300 3,010.50 75 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 4,940.00 37.700 4,901.00 76 FLUME DOWNDRAIN M 135.0000 12,690.00 93.100 12,568.50 77 TAPERED INLET EA 550.0000 4,950.00 9.000 4,950.00 78 ANCHOR ASSEMBLY EA 700.0000 22,400.00 31.000 21,700.00 79 INSTALL DRAINAGE INLET MARKER EA 50.0000 500.00 10.000 500.00 80 WELDED STEEL PIPE CASING (BRIDGE) M 600.0000 15,000.00 25.000 15,000.00 81 300 MM CONCRETE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 82 375 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 83 450 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 84 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 PROGRAM CAS145 PAGE 8 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM CONCRETE FLARED END SECTION EA 1,250.0000 1,250.00 1.000 1,250.00 86 MINOR CONCRETE (BACKFILL) M3 300.0000 2,700.00 5.030 1,509.00 87 ROCK SLOPE PROTECTION (1T, METHOD A) TONN 50.0000 145,000.00 2,640.970 132,048.50 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 70.0000 17,500.00 193.790 13,565.30 89 ROCK SLOPE PROTECTION TONN 44.0000 203,280.00 3,166.700 139,334.80 (BACKING NO. 1, METHOD B) 90 ROCK SLOPE PROTECTION TONN 48.0000 79,680.00 1,649.490 79,175.52 (BACKING NO. 2, METHOD B) 91 ROCK SLOPE PROTECTION TONN 99.0000 7,623.00 88.830 8,794.17 (BACKING NO. 3, METHOD B) 92 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 45.0000 585,000.00 10,568.350 475,575.75 93 SLOPE PAVING (CONCRETE) M3 900.0000 33,300.00 42.000 37,800.00 F) 94 ROCK SLOPE PROTECTION FABRIC M2 4.0000 41,600.00 9,642.280 38,569.12 95 MINOR CONCRETE (CURB AND GUTTER) M3 625.0000 68,750.00 125.682 78,551.25 96 MINOR CONCRETE (SIDEWALK) M3 625.0000 550,000.00 895.590 559,743.75 97 MISCELLANEOUS IRON AND STEEL KG 5.0000 54,990.00 10,998.000 54,990.00 F) 98 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 9,896.00 1,237.000 9,896.00 SF) 99 BRIDGE DECK DRAINAGE SYSTEM KG 14.0000 33,824.00 2,416.000 33,824.00 SF) 00 CHAIN LINK FENCE (TYPE CL-0.9, M 60.0000 24,000.00 391.200 23,472.00 S) VINYL-CLAD) 01 CHAIN LINK FENCE (TYPE CL-1.2) M 46.0000 9,200.00 243.100 11,182.60 S) 02 CHAIN LINK FENCE (TYPE CL-1.8) M 54.0000 53,460.00 1,165.100 62,915.40 S) 03 CHAIN LINK FENCE (TYPE CL-1.8, M 60.0000 63,000.00 1,021.300 61,278.00 S) VINYL-CLAD) 04 CHAIN LINK FENCE M 60.0000 13,800.00 343.000 20,580.00 S) (TYPE CL-1.2, VINYL CLAD, MODIFIED) 05 DELINEATOR (BARRIER MOUNTED) EA 38.0000 7,980.00 213.000 8,094.00 06 DELINEATOR (CLASS 1) EA 55.0000 4,675.00 69.000 3,795.00 07 MILEPOST MARKER EA 55.0000 330.00 6.000 330.00 08 MARKER (CULVERT) EA 55.0000 2,915.00 54.000 2,970.00 09 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 6.000 330.00 10 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 114,300.00 1,346.870 121,218.30 S) 11 VEGETATION CONTROL (MINOR CONCRETE) M2 150.0000 258,000.00 1,783.410 267,511.50 PROGRAM CAS145 PAGE 9 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 DECORATIVE CHAIN LINK RAILING M 1,450.0000 176,900.00 122.000 176,900.00 SF) 13 METAL PEDESTRIAN BRIDGE RAILING M 999.0000 261,738.00 262.000 261,738.00 SF) 14 METAL BARRIER BRIDGE RAILING M 925.0000 225,700.00 244.000 225,700.00 SF) 15 CONCRETE BARRIER (TYPE 26 MODIFIED) M 330.0000 21,450.00 65.000 21,450.00 F) 16 CABLE RAILING M 60.0000 10,200.00 170.000 10,200.00 SF) 17 REMOVABLE BARRIER POST EA 1,000.0000 3,000.00 3.000 3,000.00 S) 18 TRANSITION RAILING (TYPE WB) EA 1,800.0000 14,400.00 7.000 12,600.00 S) 19 END CAP (TYPE A) EA 100.0000 400.00 4.000 400.00 S) 20 END CAP (TYPE TC) EA 175.0000 1,400.00 7.000 1,225.00 S) 21 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 3,000.00 3.000 3,000.00 S) 22 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 12,800.00 3.000 9,600.00 S) 23 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 4.000 12,000.00 S) 24 CONCRETE BARRIER (TYPE 60) M 210.0000 451,500.00 2,139.810 449,360.10 25 CONCRETE BARRIER (TYPE 60A) M 205.0000 51,045.00 249.000 51,045.00 F) 26 CONCRETE BARRIER (TYPE 60C) M 270.0000 102,600.00 405.500 109,485.00 27 CONCRETE BARRIER (TYPE 60D) M 280.0000 86,800.00 302.300 84,644.00 28 CONCRETE BARRIER (TYPE 60E) M 600.0000 43,200.00 72.000 43,200.00 29 CONCRETE BARRIER (TYPE 732 MODIFIED) M 375.0000 110,625.00 295.000 110,625.00 F) 30 CONCRETE BARRIER (TYPE 736A MODIFIED) M 400.0000 8,400.00 25.600 10,240.00 31 CONCRETE BARRIER (TYPE 732) M 245.0000 59,780.00 244.000 59,780.00 F) 32 CONCRETE BARRIER (TYPE 732A) M 310.0000 34,100.00 106.260 32,940.60 33 CONCRETE BARRIER (TYPE 60G MODIFIED) M 430.0000 68,800.00 165.500 71,165.00 34 CONCRETE BARRIER (TYPE 736B MODIFIED) M 240.0000 14,880.00 56.560 13,574.40 35 CONCRETE BARRIER (TYPE 736) M 325.0000 20,800.00 64.000 20,800.00 F) 36 CONCRETE BARRIER (TYPE 736A) M 300.0000 222,000.00 655.260 196,578.00 37 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 17,400.00 57.300 17,190.00 38 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 23,100.00 318.440 22,290.80 S) PROGRAM CAS145 PAGE 10 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 18,370.00 18,271.000 20,098.10 S) 40 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 231.00 212.000 233.20 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,376.00 2,290.000 2,519.00 S) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,156.00 1,934.000 2,127.40 S) (BROKEN 3.66 M - 0.92 M) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 58.30 52.000 57.20 S) (BROKEN 1.83 M - 0.30 M) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 75.90 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 5,764.00 5,923.000 6,515.30 S) (BROKEN 10.98 M - 3.66 M) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 484.00 494.000 543.40 S) (BROKEN 5.18 M - 2.14 M) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,958.00 1,756.000 1,931.60 S) (BROKEN) 2.7 M - 0.9 M) 48 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,160.00 2,246.000 8,984.00 S) 49 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 50 TEMPORARY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) (LOCATION 1) 51 TEMPORARY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) (CITY LOCATION 3) 52 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 1.000 200,000.00 S) 53 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) (CITY STREET LOCATION 3) 54 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 1.000 120,000.00 S) (CITY STREET LOCATION 4) 55 LIGHTING (DECORATIVE) LS 310,000.0000 310,000.00 1.000 310,000.00 S) 56 LIGHTING (CITY BRIDGE) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 57 LIGHTING (CITY BIKE PATH) LS 520,000.0000 520,000.00 1.000 520,000.00 S) 58 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 1.000 565,000.00 S) 59 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 60 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) 61 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000.00 S) 62 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 63 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) 64 SIGNAL AND LIGHTING LS 220,000.0000 220,000.00 1.000 220,000.00 S) (LOCATION 2 MODIFY) PROGRAM CAS145 PAGE 11 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 10:42 AM ESTIMATE NO. 39 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 395.20 53,436,784.00 ADJUSTMENT OF COMPENSATION 0.00 225,285.53 EXTRA WORK 104,196.43 2,440,813.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 104,591.63 56,102,883.31 65 MOBILIZATION LS 5750,000.0000 5,750,000.00 1.000 5,750,000.00 ORIGINAL CONTRACT AMOUNT 59,395,523.80 TOTAL WORK COMPLETED 104,591.63 61,852,883.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,000.00 -15,449.91 TOTAL 107,591.63 61,837,433.40 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 03/14/08 795 03/31/08 05/08/08 05/20/11 701 12 1 0 99% 88% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/11