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 10/23/12 EST. NO.04 TIME 12:08 PM R.E. NAME: TIMMONS, KELLY 01-475504 --------------------------------------------------------------------------- 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 0001 394.99 E.W. @ F.A.(+) 071112 N 1 0 0002 785.15 071312 N 2 0 0003 604.18 071512 N 3 0 0004 1,482.26 071612 N 4 0 0005 735.15 072512 N 5 0 0007 388.69 072612 N 7 0 0008 735.15 072712 N 8 0 0009 367.57 073012 N 9 0 0010 388.69 073112 N 10 0 0011 367.57 080112 N 11 0 0012 367.57 080212 N 12 0 0013 367.57 080312 N 13 0 0014 367.57 080612 N 14 0 0015 346.45 080712 N 15 0 0016 239.75 070912 N 16 0 0018 381.10 071212 N 18 0 0019 1,445.87 071312 N 19 0 0020 4,719.67 071412 N 20 0 0021 2,289.08 071512 N 21 0 0022 4,703.18 071612 N 22 0 0023 341.21 071712 N 23 0 0024 353.85 071912 N 24 0 0025 162.09 072012 N 25 0 0036 381.10 080812 N 36 0 0037 288.16 080912 N 37 0 0038 5,122.48 071612 N 38 0 0039 404.33 081312 N 39 0 0040 252.14 081412 N 40 0 0044 367.57 081512 N 44 0 0045 367.57 081612 N 45 0 0056 639.05 082012 N 56 0 0057 456.96 082112 N 57 0 0058 508.99 082212 N 58 0 0059 388.69 082312 N 59 0 0060 409.82 082412 N 60 0 0063 409.82 082912 N 63 0 0064 409.82 083012 N 64 0 0074 388.69 090412 N 74 0 0075 573.54 090512 N 75 0 0076 456.96 090612 N 76 0 0077 430.94 090712 N 77 0 0078 422.07 091012 N 78 0 0079 400.41 091112 N 79 0 0080 443.72 091212 N 80 0 0081 422.07 091312 N 81 0 0082 422.07 091412 N 82 0 0083 72.13 071912 N 83 0 0084 72.13 072012 N 84 0 0085 72.13 072512 N 85 0 0086 72.13 072612 N 86 0 0087 72.13 072712 N 87 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 10/23/12 EST. NO.04 TIME 12:08 PM R.E. NAME: TIMMONS, KELLY 01-475504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0088 72.13 073012 N 88 0 0089 72.13 073112 N 89 0 0090 72.13 080112 N 90 0 0091 72.13 080212 N 91 0 0092 72.13 080312 N 92 0 0093 72.13 080412 N 93 0 0094 72.13 080612 N 94 0 0095 72.13 080712 N 95 0 0096 72.13 080812 N 96 0 0097 72.13 080912 N 97 0 0098 72.13 081312 N 98 0 0099 72.13 081412 N 99 0 0100 72.13 081512 N 100 0 0101 72.13 081612 N 101 0 0102 72.13 081712 N 102 0 0103 72.13 082012 N 103 0 0104 72.13 082112 N 104 0 0105 72.13 082212 N 105 0 0106 72.13 082312 N 106 0 0107 72.13 082412 N 107 0 0108 72.13 082812 N 108 0 0109 72.13 082912 N 109 0 0110 72.13 083012 N 110 0 0111 72.13 083112 N 111 0 0112 72.13 090412 N 112 0 0113 72.13 090512 N 113 0 0114 72.13 090612 N 114 0 0115 72.13 090712 N 115 0 0116 72.13 091012 N 116 0 0117 72.13 091112 N 117 0 0118 72.13 091212 N 118 0 0119 72.13 091312 N 119 0 0120 72.13 091412 N 120 0 39,442.27 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 39,442.27 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 10/23/12 EST. NO.04 TIME 12:08 PM R.E. NAME: TIMMONS, KELLY 01-475504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/12 -3,000.00 02 PER LTR DATED 9/12 -6,000.00 03 RETURN DEDUCT 8/12 3,000.00 03 RETURN DEDUCT 9/12 6,000.00 04 6,000.00 0.00 TOTAL DEDUCTIONS 6,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475504 TIME 12:08 PM ESTIMATE NO. 04 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/23/12 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-36-23.3/28.2 ----------------------- PACIFIC EARTHSCAPE IN HUMBOLDT COUNTY NEAR BRIDGEVILLE 2415 SUTTER ROAD AT VARIOUS LOCATIONS FROM 0.6 MILE MC KINLEYVILLE CA 95519 WEST OF ALDERPOINT ROAD TO 2.9 MILES EAST OF LITTLE LARABE CREEK BRIDGE FED. AID NO. STP4-3L00(4E ) REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE WM) LF 11.5000 2,645.00 200.000 2,300 002 TEMPORARY FENCE (TYPE ESA) LF 3.2500 1,917.50 87.000 282.75 590.000 1,917 003 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 0.100 800.00 0.950 7,600 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.7500 4,350.00 925.000 3,468 006 TEMPORARY SILT FENCE LF 4.0000 4,840.00 870.000 3,480 007 TEMPORARY GRAVEL BAG BERM LF 7.0000 378.00 0.000 0 008 TEMPORARY CHECK DAM LF 5.0000 1,000.00 140.000 700 009 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 900.00 2.500 562.50 4.000 900 010 STREET SWEEPING LS 24,600.0000 24,600.00 0.100 2,460.00 0.800 19,680 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 965.0000 965.00 0.250 241.25 1.000 965 012 RAIN EVENT ACTION PLAN EA 3,000.0000 3,000.00 1.000 3,000 013 STORM WATER ANNUAL REPORT EA 4,000.0000 4,000.00 0.000 0 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 800.0000 800.00 0.000 0 015 CONSTRUCTION AREA SIGNS LS 5,599.0000 5,599.00 0.150 839.85 0.900 5,039 016 TRAFFIC CONTROL SYSTEM LS 45,275.0000 45,275.00 0.050 2,263.75 0.900 40,747 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.5000 1,785.00 1,674.000 5,859 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.150 900.00 1.000 6,000 019 TEMPORARY RAILING (TYPE K) LF 36.0000 14,400.00 60.000 2,160.00 400.000 14,400 020 TEMPORARY CRASH CUSHION MODULE EA 230.0000 5,060.00 3.000 690.00 22.000 5,060 021 ABANDON CULVERT EA 3,840.0000 3,840.00 1.000 3,840 022 ABANDON BORE HOLE EA 750.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475504 TIME 12:08 PM ESTIMATE NO. 04 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE LF 4.0000 380.00 95.000 380 024 REMOVE MARKER EA 25.0000 275.00 9.000 225.00 9.000 225 025 REMOVE METAL BEAM GUARD RAILING LF 15.0000 6,000.00 398.000 5,970 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,000.00 989.000 3,956 027 REMOVE ASPHALT CONCRETE DIKE LF 11.0000 517.00 47.000 517 028 REMOVE CULVERT EA 700.0000 4,200.00 4.000 2,800.00 6.000 4,200 029 REMOVE PIPE EA 1,115.0000 2,230.00 2.000 2,230 030 REMOVE INLET EA 1,000.0000 4,000.00 1.000 1,000.00 4.000 4,000 031 REMOVE DOWNDRAIN EA 1,000.0000 2,000.00 2.000 2,000 032 REMOVE DELINEATOR EA 56.0000 280.00 0.000 0 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 34,300.00 2,945.000 29,450.00 4,778.330 47,783 034 CLEARING AND GRUBBING LS 1,500.0000 1,500.00 1.000 1,500 035 ROADWAY EXCAVATION CY 16.0000 146,400.00 477.000 7,632.00 9,150.000 146,400 036 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 037 IMPORTED MATERIAL (SHOULDER BACKING) TON 56.0000 2,968.00 0.000 0 038 GEOSYNTHETIC REINFORCEMENT SQYD 20.0000 6,600.00 327.000 6,540 039 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2000 10,600.00 52,702.000 10,540.40 52,702.000 10,540 040 CLASS 2 AGGREGATE BASE CY 70.0000 108,500.00 1,092.000 76,440.00 1,214.200 84,994 041 REPLACE ASPHALT CONCRETE SURFACING CY 420.0000 16,380.00 60.150 25,263.00 60.150 25,263 042 HOT MIX ASPHALT (TYPE A) TON 122.0000 237,900.00 1,086.280 132,526.16 1,086.280 132,526 043 HOT MIX ASPHALT (OPEN GRADED) TON 205.0000 26,650.00 0.000 0 044 MINOR HOT MIX ASPHALT TON 200.0000 9,200.00 0.000 0 045 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 11.0000 913.00 85.400 939.40 85.400 939 046 PLACE HOT MIX ASPHALT DIKE LF 12.0000 6,120.00 0.000 0 047 PLACE HOT MIX ASPHALT SQYD 30.0000 6,000.00 0.000 0 (MISCELLANEOUS AREA) 048 TACK COAT TON 3,065.0000 9,808.00 0.470 1,440.55 0.470 1,440 049 MINOR CONCRETE (MINOR STRUCTURE) CY 1,175.0000 11,162.50 9.500 11,162 (F) PROGRAM CAS145 PAGE 3 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475504 TIME 12:08 PM ESTIMATE NO. 04 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" CORRUGATED STEEL PIPE (.109" THICK) LF 82.0000 6,478.00 79.000 6,478 051 24" CORRUGATED STEEL PIPE (.138" THICK) LF 88.0000 19,360.00 94.810 8,343.28 213.710 18,806 052 42" CORRUGATED STEEL PIPE (.138" THICK) LF 220.0000 6,380.00 29.000 6,380 053 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 13.2500 7,950.00 440.000 5,830.00 570.000 7,552 054 8" PLASTIC PIPE LF 4.5000 418.50 30.000 135.00 89.000 400 055 PERMEABLE MATERIAL CY 65.5000 15,720.00 120.000 7,860 (STABILIZATION TRENCH) 056 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 92.0000 2,576.00 28.000 2,576 (.079" THICK) 057 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 98.0000 8,820.00 85.000 8,330 (.138" THICK) 058 42" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 6,000.00 40.000 6,000 (.109" THICK) 059 ENTRANCE TAPER EA 1,250.0000 1,250.00 1.000 1,250.00 1.000 1,250 060 ANCHOR ASSEMBLY EA 440.0000 5,280.00 2.000 880.00 12.000 5,280 061 36" CORRUGATED STEEL PIPE INLET LF 620.0000 3,100.00 4.500 2,790.00 4.500 2,790 (.138" THICK) 062 JACKED 42" WELDED STEEL PIPE LF 1,135.0000 90,800.00 80.000 90,800 (.375" THICK) 063 ROCK SLOPE PROTECTION CY 622.0000 3,732.00 6.000 3,732.00 6.000 3,732 (1/2 TON, METHOD A) 064 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 272.0000 4,080.00 14.800 4,025 065 MISCELLANEOUS IRON AND STEEL LB 2.4000 3,146.40 355.000 852.00 1,311.000 3,146 (F) 066 FENCE (TYPE WM, METAL POST) LF 50.0000 4,750.00 0.000 0 067 DELINEATOR (CLASS 2) EA 55.0000 990.00 0.000 0 068 MILEPOST MARKER EA 50.0000 200.00 0.000 0 069 UNDERDRAIN MARKER EA 50.0000 50.00 0.000 0 070 MARKER (CULVERT) EA 50.0000 400.00 0.000 0 071 OBJECT MARKER EA 50.0000 50.00 0.000 0 072 METAL BEAM GUARD RAILING (STEEL POST) LF 38.0000 15,200.00 0.000 0 073 CABLE RAILING LF 180.0000 3,240.00 0.000 0 074 X-TENSION IN-LINE TERMINAL SYSTEM EA 4,800.0000 4,800.00 0.000 0 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 8,400.00 0.000 0 076 PAVEMENT MARKER EA 22.0000 5,060.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475504 TIME 12:08 PM ESTIMATE NO. 04 BID OPENING 11/02/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 323,268.89 795,731.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 39,442.27 39,442.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 362,711.16 835,173.91 077 MOBILIZATION LS 37,000.0000 37,000.00 0.050 1,850.00 1.000 37,000 ORIGINAL CONTRACT AMOUNT 1,066,268.90 TOTAL WORK COMPLETED 364,561.16 872,173.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 6,000.00 0.00 TOTAL 370,561.16 872,173.91 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 01/24/12 70 07/05/12 06/01/12 10/31/12 79 18 10 0 76% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST TIMMONS, KELLY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/12