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 07/23/09 EST. NO.06 TIME 12:28 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 0029 154.47 E.W. @ F.A.(+) 060809 N 0029 0 0030 574.47 060909 N 0030 0 0031 154.47 061009 N 0031 0 0032 654.63 061709 N 0032 0 0033 494.30 061809 N 0033 0 0034 494.30 061909 N 0034 0 0035 370.73 062209 N 0035 0 0036 534.38 062309 N 0036 0 0037 534.38 062409 N 0037 0 0038 534.38 062509 N 0038 0 0039 534.38 062609 N 0039 0 0040 574.47 062909 N 0040 0 0041 370.73 063009 N 0041 0 0042 30.90 070109 N 0043 0 0043 556.97 070709 N 000430 0044 639.80 070809 N 0044 0 0045 681.20 071009 N 0045 0 0046 451.11 071309 N 0046 0 0047 128.89 071409 N 0047 0 0048 64.45 071509 N 0048 0 004 0001 23,600.00 E.W. @ U.P (+) 052809 N 0001 0 005 0001 17,480.00 E.W. @ U.P (+) 071409 N 001 0 0002 2,070.00 071409 N 0002 0 51,683.41 TOTAL THIS ESTIMATE 17,294.66 TOTAL PREVIOUS ESTIMATE 68,978.07 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 07/23/09 EST. NO.06 TIME 12:28 PM R.E. NAME: HAYLER, CHARLES 01-452404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:28 PM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/23/09 LOCATION 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 1,080.00 370.000 999.00 02 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.107 535.00 0.303 1,515.00 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 0.107 428.00 0.303 1,212.00 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 1,240.00 290.000 1,798.00 (TYPE 1) 10 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.042 189.00 0.478 2,151.00 11 TRAFFIC CONTROL SYSTEM LS 155,000.0000 155,000.00 0.135 20,925.00 0.260 40,300.00 12 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 23.0000 2,208.00 44.000 1,012.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2000 1,968.00 573.000 687.60 14 CHANNELIZER (SURFACE MOUNTED) EA 28.2500 1,243.00 8.000 226.00 15 TEMPORARY PORTABLE SIGNAL SYSTEM LS 98,000.0000 98,000.00 0.039 3,822.00 0.789 77,322.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 44,300.0000 44,300.00 0.135 5,980.50 0.260 11,518.00 17 TEMPORARY RAILING (TYPE K) LF 28.0000 29,680.00 400.000 11,200.00 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 0.000 0.00 20 REMOVE METAL BEAM GUARD RAILING LF 2.4000 1,464.00 395.000 948.00 395.000 948.00 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 1,900.000 3,230.00 STRIPE PROGRAM CAS145 PAGE 2 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:28 PM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,712.500 36,305.00 (STEEL POST) 25 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.8000 21,658.00 0.000 0.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 19,488.0000 19,488.00 0.000 0.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 28,420.0000 28,420.00 0.000 0.00 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 0.000 0.00 F) 34 LEAN CONCRETE BACKFILL CY 719.2000 7,192.00 1.700 1,222.64 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 82.220 8,797.54 37 IMPORTED MATERIAL (SHOULDER BACKING) TON 142.0000 9,088.00 0.000 0.00 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 0.000 0.00 40 SEAL RANDOM CRACKS LNMI 8,600.0000 9,460.00 0.000 0.00 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 29.980 4,407.06 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 86.000 9,632.00 454.000 50,848.00 45 24" DIAMETER DRILLED HOLE LF 222.0000 73,260.00 55.000 12,210.00 330.000 73,260.00 46 TIEBACK ANCHOR EA 14,700.0000 117,600.00 0.000 0.00 47 STRUCTURAL CONCRETE, BARRIER SLAB CY 719.0000 145,957.00 0.000 0.00 F) 48 CLASS 3 CONCRETE (BACKFILL) CY 719.0000 19,413.00 5.100 3,666.90 27.000 19,413.00 F) 49 TIMBER LAGGING MFBM 2,975.0000 32,725.00 5.500 16,362.50 11.000 32,725.00 F) PROGRAM CAS145 PAGE 3 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:28 PM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.300 8,647.80 51 GUARD RAILING DELINEATOR EA 23.0000 2,530.00 0.000 0.00 52 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 45,500.00 1,275.000 31,875.00 53 METAL BEAM GUARD RAILING (SPECIAL) LF 290.0000 220,400.00 281.250 81,562.50 393.750 114,187.50 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 0.000 0.00 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 0.000 0.00 61 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 11,400.00 0.000 0.00 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 0.000 0.00 F) 64 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 7,198.00 0.000 0.00 65 PAVEMENT MARKER EA 14.4000 7,200.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 07/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-452404 TIME 12:28 PM ESTIMATE NO. 06 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 07/20/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 166,281.58 594,681.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 51,683.41 68,978.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 217,964.99 663,659.97 66 MOBILIZATION LS 120,000.0000 120,000.00 0.950 114,000.00 ORIGINAL CONTRACT AMOUNT 2,152,197.00 TOTAL WORK COMPLETED 217,964.99 777,659.97 MATERIALS ON HAND ON SITE 14,030.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 217,964.99 791,689.97 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 12/15/09 48 71 0 0 34% 34% PROGRESS IS SATISFACTORY HAYLER, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/09