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 04/24/06 EST. NO.10 TIME 10:45 AM R.E. NAME: STIMSON, PATRICK 05-0M7404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0013 2,208.29 E.W. @ F.A.(+) 081105 N 18 0 0014 1,470.77 081205 N 19 0 0015 2,681.91 081505 N 20 0 0017 3,299.53 081605 N 22 0 0023 817.19 081705 N 30 0 0035 2,287.63 090105 N 42 0 0038 6,370.23 090605 N 45 0 0047 6,344.34 092605 N 54 0 0048 1,754.97 072805 N 11 0 0049 1,624.71 072905 N 55 0 0051 193.25 080305 N 57 0 0069 629.35 111005 N 75 0 0070 661.25 111205 N 76 0 0071 69.26 111005 N 77 0 0073 69.26 111405 N 79 0 0076 69.26 111605 N 82 0 0078 69.26 111705 N 84 0 0079 69.26 111805 N 85 0 0082 69.26 111905 N 88 0 0084 69.26 112105 N 90 0 0086 69.26 112205 N 92 0 0088 69.26 112305 N 94 0 0092 69.26 111505 N 108 0 0095 69.26 112805 N 113 0 0098 69.26 112905 N 116 0 0100 69.26 113005 N 118 0 0102 8,044.03 120105 N 120 0 0103 69.26 120105 N 121 0 0106 69.26 120205 N 124 0 0109 69.26 120305 N 127 0 0110 69.26 120505 N 128 0 0111 69.26 120605 N 129 0 0112 69.26 120705 N 130 0 0113 69.26 120805 N 131 0 0114 69.26 120905 N 132 0 0115 69.26 121005 N 133 0 0116 69.26 121205 N 134 0 0117 69.26 121305 N 135 0 0118 69.26 121405 N 136 0 0119 50.78 121505 N 137 0 0120 50.78 121605 N 138 0 0121 69.26 121905 N 140 0 0122 69.26 122005 N 141 0 0123 69.26 122105 N 142 0 0124 69.26 122205 N 143 0 0139 2,804.08 122105 N 158 0 0143 7,709.21 122905 N 162 0 0146 193.25 080105 N 165 0 0163 237.72 010306 N 168 0 0175 64.64 010506 N 184 0 0176 69.26 010406 N 185 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 04/24/06 EST. NO.10 TIME 10:45 AM R.E. NAME: STIMSON, PATRICK 05-0M7404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0177 69.26 010306 N 186 0 0178 69.26 123005 N 187 0 0179 69.26 122905 N 188 0 0180 69.26 122805 N 189 0 0186 2,823.41 010506 N 195 0 0198 231.79 083005 N 217 0 0199 180.04 083105 N 218 0 0200 180.04 090105 N 219 0 004 0002 603.90 E.W. @ F.A.(+) 111205 N 96 0 0012 329.43 110705 N 276 0 56,201.36 TOTAL THIS ESTIMATE 234,063.59 TOTAL PREVIOUS ESTIMATE 290,264.95 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 04/24/06 EST. NO.10 TIME 10:45 AM R.E. NAME: STIMSON, PATRICK 05-0M7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUB-CONTRACTING -9,710.00 06 SUB-CONTRACTION 9,710.00 08 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PYRLS -7,255.59 06 MISSING PYRLS -1,000.00 10 -1,000.00 -8,255.59 OTHER OUTSTANDING DOCUMENTS MISS PR47,HC43 -10,000.00 10 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -11,000.00 -18,255.59 PROGRAM CAS145 PAGE 1 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M7404 TIME 10:45 AM ESTIMATE NO. 10 BID OPENING 06/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/06 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 04/24/06 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 05-SB-1-10.8/11.8 ---------------------------------- CONDON JOHNSON AND ASSOCIATES IN SANTA BARBARA COUNTY NEAR LOMPOC INC FROM 1.0 KM SOUTH OF EL JARO CREEK P O BOX 12368 BRIDGE TO 0.6 KM NORTH OF EL JARO OAKLAND CA 94604 CREEK BRIDGE FED. AID NO. ACNH-4100(4)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,900.00 202.000 3,030.00 02 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 6,000.0000 6,000.00 1.000 6,000.00 04 TEMPORARY SILT FENCE M 10.0000 2,600.00 245.000 2,450.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 1,200.00 1.000 1,200.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,100.0000 2,200.00 2.000 2,200.00 07 TEMPORARY COVER M2 1.5000 6,000.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 1.000 2,500.00 S) 09 TRAFFIC CONTROL SYSTEM LS 3,000.0000 3,000.00 1.000 3,000.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 11 ABANDON CULVERT M 105.0000 2,835.00 0.000 0.00 12 REMOVE FENCE (TYPE BW) M 3.0000 5,490.00 1,709.900 5,129.70 S) 13 REMOVE TERMINAL SYSTEM (TYPE SRT) EA 500.0000 500.00 1.000 500.00 S) 14 REMOVE METAL BEAM GUARD RAILING M 28.0000 4,200.00 94.300 2,640.40 S) 15 REMOVE FLARED END SECTION EA 100.0000 100.00 0.000 0.00 16 REMOVE ASPHALT CONCRETE DIKE M 14.0000 6,300.00 222.620 3,116.68 222.620 3,116.68 17 SALVAGE CONCRETE BARRIER (TYPE K) M 25.0000 1,675.00 188.976 4,724.40 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 3,780.00 472.500 3,307.50 S) 19 SALVAGE CRASH CUSHION MODULES EA 50.0000 900.00 18.000 900.00 S) 20 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 21 ROADWAY EXCAVATION M3 65.0000 13,000.00 37.920 2,464.80 22 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 178.0000 97,900.00 430.190 76,573.82 F) PROGRAM CAS145 PAGE 2 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M7404 TIME 10:45 AM ESTIMATE NO. 10 BID OPENING 06/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/06 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 90.0000 31,050.00 219.510 19,755.90 F) 24 LEAN CONCRETE BACKFILL M3 200.0000 80,000.00 313.140 62,628.00 F) 25 IMPORTED BORROW M3 30.0000 14,400.00 0.000 0.00 26 IMPORTED MATERIAL (SHOULDER BACKING) TONN 50.0000 10,000.00 0.000 0.00 27 EROSION CONTROL (BLANKET) M2 6.0000 47,400.00 4,163.975 24,983.85 S) 28 BONDED FIBER MATRIX (EROSION CONTROL) KG 1.5000 3,555.00 2,857.680 4,286.52 S) 29 FIBER ROLLS M 9.0000 22,500.00 974.760 8,772.84 S) 30 COMPOST (EROSION CONTROL) M3 262.0000 524.00 1.888 494.66 S) 31 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 877.0000 877.00 0.500 438.50 1.000 877.00 S) 32 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 3,200.00 47.194 3,775.52 S) 33 CLASS 2 AGGREGATE BASE M3 100.0000 28,000.00 263.025 26,302.50 34 ASPHALT CONCRETE (TYPE A) TONN 102.0000 65,280.00 553.085 56,414.67 35 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 2,160.00 173.340 2,080.08 36 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 264.00 21.940 263.28 37 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 2,880.00 228.660 2,743.92 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 300.00 24.660 295.92 39 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,200.0000 2,520.00 1.851 2,221.20 40 STEEL SOLDIER PILE (HP 360 X 132) M 250.0000 409,750.00 1,638.848 409,712.00 41 1.2 M DRILLED HOLE M 150.0000 123,000.00 819.424 122,913.60 42 TIEBACK ANCHOR EA 5,500.0000 632,500.00 115.000 632,500.00 S) 43 CLASS 2 CONCRETE (BACKFILL) M3 200.0000 106,000.00 530.000 106,000.00 F) 44 MINOR CONCRETE (MINOR STRUCTURE) M3 3,500.0000 10,150.00 0.700 2,450.00 0.700 2,450.00 F) 45 MINOR CONCRETE (COPING) M3 1,400.0000 51,800.00 37.000 51,800.00 F) 46 SHOTCRETE M3 1,500.0000 157,500.00 105.000 157,500.00 F) 47 ROADSIDE SIGN - TWO POST EA 200.0000 200.00 1.000 200.00 48 TIMBER LAGGING M3 1,600.0000 144,000.00 90.000 144,000.00 F) 49 600 MM PLASTIC PIPE M 250.0000 35,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M7404 TIME 10:45 AM ESTIMATE NO. 10 BID OPENING 06/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/06 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM CORRUGATED STEEL PIPE M 300.0000 5,100.00 0.000 0.00 (2.77 MM THICK) 51 600 MM STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 52 MINOR CONCRETE (GUTTER) M 60.0000 5,160.00 86.000 5,160.00 F) 53 MISCELLANEOUS IRON AND STEEL KG 4.0000 1,112.00 108.000 432.00 108.000 432.00 F) 54 FENCE (TYPE BW, 5 STRAND, METAL POST) M 23.0000 42,090.00 1,846.400 42,467.20 S) 55 DELINEATOR (CLASS 1) EA 50.0000 150.00 0.000 0.00 56 GUARD RAILING DELINEATOR EA 100.0000 800.00 9.000 900.00 57 OBJECT MARKER (TYPE L-1) EA 600.0000 600.00 1.000 600.00 1.000 600.00 58 METAL BEAM GUARD RAILING (STEEL POST) M 89.0000 18,690.00 211.460 18,819.94 S) 59 CABLE RAILING M 130.0000 11,180.00 86.000 11,180.00 SF) 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,800.0000 4,800.00 1.000 4,800.00 S) 61 THERMOPLASTIC TRAFFIC STRIPE M 1.5500 1,581.00 1,318.360 2,043.46 S) (SPRAYABLE) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.8500 1,137.60 98.000 1,161.30 S) PROGRAM CAS145 PAGE 4 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M7404 TIME 10:45 AM ESTIMATE NO. 10 BID OPENING 06/08/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/06 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,037.18 2,102,772.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 56,201.36 290,264.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 63,238.54 2,393,037.61 63 MOBILIZATION LS 243,000.0000 243,000.00 1.000 243,000.00 ORIGINAL CONTRACT AMOUNT 2,537,790.60 TOTAL WORK COMPLETED 63,238.54 2,636,037.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,000.00 -18,255.59 TOTAL 52,238.54 2,617,782.02 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/23/05 150 07/05/05 06/16/05 04/12/06 232 69 5 0 100% 100% STIMSON, PATRICK RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/06