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 10/22/09 EST. NO.09 TIME 12:32 PM R.E. NAME: HAYLER, CHARLES 01-452404 --------------------------------------------------------------------------- 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 0052 556.09 E.W. @ F.A.(+) 072809 N 0051 0 0055 370.73 073109 N 0055 0 0058 463.40 080509 N 0058 0 0064 639.80 083109 N 0064 0 0065 681.20 090109 N 0065 0 0066 681.20 090209 N 0066 0 0067 598.38 090309 N 0067 0 0068 598.38 090409 N 507226 0070 681.20 090909 N 0070 0 0071 639.80 091009 N 0071 0 0073 451.11 091409 N 0073 0 0074 556.97 091509 N 510831 0075 722.62 091609 N 0075 0 0076 639.80 091709 N 0076 0 0077 556.97 091809 N 0077 0 0078 639.80 092109 N 0079 0 0080 386.67 092509 N 0080 0 0081 639.80 092809 N 0081 0 0082 386.67 092909 N 0082 0 0083 515.56 093009 N 0083 0 0084 515.56 100109 N 0084 0 0085 451.11 100209 N 0085 0 0086 722.62 100509 N 0086 0 0087 722.62 100609 N 0087 0 0088 598.38 100709 N 0088 0 0089 598.38 100809 N 0089 0 0090 515.56 100909 N 0090 0 007 0001 37,975.00 E.W. @ L.S.(+) 072009 N 0001 0 009 0001 882.92 E.W. @ F.A.(+) 090109 N 001 0 0002 1,885.97 091009 N 002 0 0003 1,008.92 091409 N 003 0 0004 1,810.84 091109 N 0004 0 0005 624.52 091109 N 0005 0 0006 529.28 091109 N 0006 0 010 0001 1,006.72 E.W. @ F.A.(+) 092109 N 0001 0 0002 921.30 092209 N 0002 0 0003 2,007.82 100209 N 0003 0 0004 24,961.50 E.W. @ U.P (+) 100109 N 0004 0 89,145.17 TOTAL THIS ESTIMATE 163,495.06 TOTAL PREVIOUS ESTIMATE 252,640.23 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 10/22/09 EST. NO.09 TIME 12:32 PM R.E. NAME: HAYLER, CHARLES 01-452404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 09 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/09 -5,000.00 08 0.00 -5,000.00 TOTAL DEDUCTIONS -10,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:32 PM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 10/22/09 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-96-16.0/18.7 ----------------------- STEWART ENGINEERING INC IN HUMBOLDT COUNTY NEAR HOOPA FROM P O BOX 990010 0.8 MILE SOUTH OF ROCK CHUTE REDDING CA 96099 VIADUCT TO 1.9 MILES NORTH OF SIDEHILL VIADUCT FED. AID NO. OTS- ( ) PLACE HOT MIX ASPHALT OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) LF 2.7000 1,080.00 490.000 1,323.00 02 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.121 605.00 0.714 3,570.00 03 PREPARE WATER POLLUTION CONTROL LS 2,300.0000 2,300.00 1.000 2,300.00 PROGRAM 04 HEALTH SAFETY AND WORK PLAN LS 4,000.0000 4,000.00 0.121 484.00 0.714 2,856.00 05 TEMPORARY EROSION CONTROL SQYD 4.2000 5,964.00 0.000 0.00 06 TEMPORARY FIBER ROLL LF 4.5000 38,250.00 0.000 0.00 07 TEMPORARY GRAVEL BAG BERM LF 9.7000 7,566.00 12.000 116.40 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,300.0000 3,900.00 2.000 2,600.00 09 TEMPORARY REINFORCED SILT FENCE LF 6.2000 1,240.00 570.000 3,534.00 (TYPE 1) 10 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.049 220.50 0.669 3,010.50 11 TRAFFIC CONTROL SYSTEM LS 155,000.0000 155,000.00 0.122 18,910.00 0.714 110,670.00 12 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 23.0000 2,208.00 92.000 2,116.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2000 1,968.00 1,113.000 1,335.60 14 CHANNELIZER (SURFACE MOUNTED) EA 28.2500 1,243.00 25.000 706.25 15 TEMPORARY PORTABLE SIGNAL SYSTEM LS 98,000.0000 98,000.00 1.000 98,000.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 44,300.0000 44,300.00 0.473 20,953.90 0.900 39,870.00 17 TEMPORARY RAILING (TYPE K) LF 28.0000 29,680.00 920.000 25,760.00 18 TEMPORARY CRASH CUSHION EA 11,800.0000 47,200.00 0.000 0.00 (QUADGUARD CZ SYSTEM) 19 REMOVE ROCK MASONRY WALL (PORTION) LF 119.0000 6,307.00 53.000 6,307.00 53.000 6,307.00 20 REMOVE METAL BEAM GUARD RAILING LF 2.4000 1,464.00 186.000 446.40 581.000 1,394.40 21 REMOVE TERMINAL SYSTEM EA 296.0000 6,216.00 9.000 2,664.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.7000 5,576.00 2,980.000 5,066.00 STRIPE PROGRAM CAS145 PAGE 2 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:32 PM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE CONCRETE BARRIER (TYPE K) LF 6.3000 2,331.00 0.000 0.00 24 RECONSTRUCT METAL BEAM GUARD RAILING LF 21.2000 120,204.00 111.000 2,353.20 4,191.500 88,859.80 (STEEL POST) 25 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 1.000 200.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.8000 21,658.00 611.300 5,990.74 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 19,488.0000 19,488.00 1.000 19,488.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 28,420.0000 28,420.00 1.000 28,420.00 29 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 1.000 2,000.00 30 ROADWAY EXCAVATION CY 124.0000 2,232.00 0.000 0.00 31 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 32 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 300.0000 17,100.00 57.000 17,100.00 F) 33 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 131.0000 6,812.00 52.000 6,812.00 F) 34 LEAN CONCRETE BACKFILL CY 719.2000 7,192.00 10.000 7,192.00 F) 35 DITCH EXCAVATION CY 100.0000 2,400.00 0.000 0.00 36 IMPORTED BORROW CY 107.0000 36,380.00 82.220 8,797.54 37 IMPORTED MATERIAL (SHOULDER BACKING) TON 142.0000 9,088.00 24.000 3,408.00 38 EROSION CONTROL (TYPE D) SQYD 4.8000 6,816.00 0.000 0.00 39 CLASS 2 AGGREGATE BASE CY 100.7000 2,014.00 87.330 8,794.13 40 SEAL RANDOM CRACKS LNMI 8,600.0000 9,460.00 0.200 1,720.00 41 REPLACE ASPHALT CONCRETE SURFACING CY 470.0000 75,200.00 0.000 0.00 42 HOT MIX ASPHALT (TYPE A) TON 147.0000 191,100.00 428.270 62,955.69 43 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 23.0000 2,760.00 0.000 0.00 44 STEEL SOLDIER PILE (HP 12X84) LF 112.0000 50,848.00 454.000 50,848.00 45 24" DIAMETER DRILLED HOLE LF 222.0000 73,260.00 330.000 73,260.00 46 TIEBACK ANCHOR EA 14,700.0000 117,600.00 8.000 117,600.00 47 STRUCTURAL CONCRETE, BARRIER SLAB CY 719.0000 145,957.00 131.763 94,737.60 217.163 156,140.20 F) 48 CLASS 3 CONCRETE (BACKFILL) CY 719.0000 19,413.00 27.000 19,413.00 F) 49 TIMBER LAGGING MFBM 2,975.0000 32,725.00 11.000 32,725.00 F) PROGRAM CAS145 PAGE 3 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:32 PM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN AND PAINT STEEL SOLDIER PILING LS 28,826.0000 28,826.00 1.000 28,826.00 51 GUARD RAILING DELINEATOR EA 23.0000 2,530.00 91.000 2,093.00 52 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 45,500.00 105.000 2,625.00 2,420.750 60,518.75 53 METAL BEAM GUARD RAILING (SPECIAL) LF 290.0000 220,400.00 82.000 23,780.00 588.500 170,665.00 54 METAL BEAM GUARD RAILING (STEEL POST) LF 30.0000 19,500.00 737.500 22,125.00 (7' POST) 55 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 80,520.00 0.000 0.00 56 TRANSITION RAILING (TYPE WB) EA 4,150.0000 29,050.00 2.000 8,300.00 4.000 16,600.00 57 TRANSITION RAILING (TYPE WB) (MODIFIED) EA 4,750.0000 4,750.00 0.000 0.00 58 THRIE BEAM CONNECTION (TYPE 2) EA 2,958.0000 5,916.00 0.000 0.00 59 THRIE BEAM CONNECTION (TYPE 1) EA 5,394.0000 5,394.00 0.000 0.00 60 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 860.0000 4,300.00 7.000 6,020.00 61 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 11,400.00 4.000 11,400.00 62 CRASH CUSHION (QUADGUARD) EA 32,000.0000 32,000.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 123.0000 48,093.00 299.350 36,820.05 402.350 49,489.05 F) 64 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 7,198.00 6,145.000 3,625.55 65 PAVEMENT MARKER EA 14.4000 7,200.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:32 PM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 216,542.65 1,400,285.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 89,145.17 252,640.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 305,687.82 1,652,925.83 66 MOBILIZATION LS 120,000.0000 120,000.00 1.000 120,000.00 ORIGINAL CONTRACT AMOUNT 2,152,197.00 TOTAL WORK COMPLETED 305,687.82 1,772,925.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -15,000.00 TOTAL 295,687.82 1,757,925.83 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 01/14/09 140 02/19/09 01/29/09 12/01/09 81 102 25 0 73% 49% PROGRESS IS SATISFACTORY HAYLER, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/09