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 10/24/05 EST. NO.16 TIME 04:06 PM R.E. NAME: DARNALL, MARK 02-364104 --------------------------------------------------------------------------- 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 0043 66.60 E.W. @ F.A.(+) 082905 N 0099.0 0044 66.60 083005 N 0100.0 0045 66.60 083105 N 0101.0 007 0001 133.25 E.W. @ F.A.(+) 052505 Y 0059.0 0002 1,667.80 052605 Y 0060.0 0003 963.60 053105 Y 0061.0 0004 1,027.11 060105 Y 0062.0 0005 1,511.85 060205 Y 0063.0 0006 1,053.76 060305 Y 0064.0 0007 1,083.30 052405 Y 0066.0 0008 3,038.54 060105 Y 0008 0 0009 4,423.96 060305 Y 0070 0 0010 1,371.37 060605 Y 0071.0 0011 1,931.32 060705 Y 0072.0 0012 1,577.89 060805 Y 0073.0 0013 5,994.55 060905 Y 0074.0 0014 107.79 061005 Y 0075.0 0015 1,359.76 061305 Y 0076.0 0016 243.85 061405 Y 0077.0 0017 239.10 062005 Y 0078.0 0018 523.09 070605 Y 0079.0 0019 956.32 062905 Y 0082.0 0020 1,934.79 062205 Y 0094.0 31,342.80 TOTAL THIS ESTIMATE 14,025.98 TOTAL PREVIOUS ESTIMATE 45,368.78 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 10/24/05 EST. NO.16 TIME 04:06 PM R.E. NAME: DARNALL, MARK 02-364104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 103 -0.20 02 OVERBID ITEM NO. 103 -0.10 03 OVERBID ITEM NO. 103 -0.08 07 OVERBID ITEM NO. 103 -0.02 15 0.00 -0.40 TOTAL DEDUCTIONS 0.00 -0.40 PROGRAM CAS145 PAGE 1 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 04:06 PM ESTIMATE NO. 16 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/24/05 LOCATION PROGRESS ESTIMATE 02-TRI-3-6.5/ .0 ----------------- SHASTA CONSTRUCTORS INC IN TRINITY COUNTY IN HAYFORK FROM P O BOX 491539 0.1 KM NORTH OF MORGAN HILL ROAD REDDING CA 960491539 TO CLINIC AVENUE FED. AID NO. ACST-P003(28)E ,P-P003(28)E ,ACBR-P003(28)E REPLACE BRIDGE (SCOUR) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250.00 02 TIME-RELATED OVERHEAD WDAY 350.0000 105,000.00 17.000 5,950.00 244.000 85,400.00 03 TEMPORARY FENCE (TYPE ESA) M 4.0000 3,800.00 535.660 2,142.64 04 PREPARE STORM WATER POLLUTION LS 1,300.0000 1,300.00 0.750 975.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 92,000.0000 92,000.00 0.726 66,792.00 06 TEMPORARY FIBER ROLL M 14.0000 2,800.00 33.500 469.00 07 TEMPORARY SILT FENCE M 10.0000 8,000.00 334.720 3,347.20 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 1.000 1,500.00 09 TEMPORARY STRAW BALE BARRIER M 50.0000 2,000.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.017 170.00 0.844 8,440.00 S) 11 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.057 1,425.00 0.813 20,325.00 S) 12 TYPE III BARRICADE EA 125.0000 750.00 6.000 750.00 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 45,900.00 1,503.576 6,766.09 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 65.0000 4,550.00 21.538 1,399.97 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,250.00 0.000 0.00 16 TEMPORARY SIGNAL SYSTEM LS 50,000.0000 50,000.00 0.080 4,000.00 0.738 36,900.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 15,000.00 0.000 0.00 18 TEMPORARY FLASHING BEACON LS 7,500.0000 7,500.00 0.017 127.50 0.844 6,330.00 S) 19 TEMPORARY RAILING (TYPE K) M 100.0000 16,000.00 272.200 27,220.00 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 3,500.00 14.000 3,500.00 21 REMOVE FENCE (TYPE BW) M 25.0000 3,500.00 140.000 3,500.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 18.0000 1,440.00 80.000 1,440.00 PROGRAM CAS145 PAGE 2 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 04:06 PM ESTIMATE NO. 16 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.7500 9,072.50 0.000 0.00 24 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 1,715.00 0.000 0.00 25 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 49.0000 1,666.00 14.700 720.30 26 REMOVE ROADSIDE SIGN EA 75.0000 1,425.00 7.000 525.00 27 REMOVE CULVERT M 50.0000 7,000.00 114.600 5,730.00 28 RELOCATE ROADSIDE SIGN EA 100.0000 500.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 11,400.00 758.000 11,370.00 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.0000 5,925.00 0.000 0.00 31 BRIDGE REMOVAL LS 65,000.0000 65,000.00 1.000 65,000.00 32 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.700 3,500.00 33 DEVELOP WATER SUPPLY LS 7,000.0000 7,000.00 0.057 399.00 0.813 5,691.00 34 ROADWAY EXCAVATION M3 14.0000 68,880.00 4,182.000 58,548.00 35 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.000 0.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 50,500.00 505.000 50,500.00 F) 37 STRUCTURE EXCAVATION (TYPE D) M3 1,600.0000 33,600.00 21.000 33,600.00 F) 38 SAND BEDDING M3 60.0000 2,820.00 25.000 1,500.00 39 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 12,540.00 45.000 2,700.00 72.510 4,350.60 F) 40 DITCH EXCAVATION M3 12.0000 5,640.00 139.540 1,674.48 41 IMPORTED MATERIAL (SHOULDER BACKING) TONN 35.0000 8,050.00 41.000 1,435.00 42 MINOR CONCRETE (WEED BARRIER) M3 500.0000 450.00 0.000 0.00 S) 43 STRAW (EROSION CONTROL) TONN 500.0000 5,500.00 0.000 0.00 S) 44 FIBER (EROSION CONTROL) KG 1.2000 1,188.00 0.000 0.00 S) 45 COMPOST (EROSION CONTROL) KG 0.6500 1,872.00 0.000 0.00 S) 46 PURE LIVE SEED (EROSION CONTROL) KG 54.0000 7,560.00 0.000 0.00 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 460.00 0.000 0.00 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 805.00 0.000 0.00 S) 49 PLANT TUBE EA 100.0000 1,400.00 3.000 300.00 10.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 04:06 PM ESTIMATE NO. 16 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 57.0000 57,570.00 780.000 44,460.00 51 ASPHALT CONCRETE (TYPE A) TONN 90.0000 355,500.00 2,418.440 217,659.60 52 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,750.0000 2,975.00 1.130 1,977.50 REINFORCING FABRIC) 53 PAVEMENT REINFORCING FABRIC M2 6.5000 9,295.00 1,045.000 6,792.50 54 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 17.5000 1,697.50 0.000 0.00 AREA) 55 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 545.0000 235,440.00 430.532 234,639.94 S) PILING 56 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 174,300.00 81.443 171,030.30 S) PILING 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 0.374 31,790.00 S) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 850.0000 88,400.00 104.000 88,400.00 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 804,950.00 26.000 22,100.00 402.456 342,087.60 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 22,100.00 8.100 6,885.00 F) (TYPE EQ) 61 PRECAST CONCRETE BAT HOUSE EA 850.0000 6,800.00 0.000 0.00 62 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 27,600.00 9.200 27,600.00 F) 63 MINOR CONCRETE (BACKFILL) M3 300.0000 120,000.00 504.520 151,356.00 64 FURNISH POLYESTER CONCRETE OVERLAY M3 2,050.0000 49,200.00 0.000 0.00 65 PLACE POLYESTER CONCRETE OVERLAY M2 43.0000 50,955.00 0.000 0.00 F) 66 JOINT SEAL (MR 50 MM) M 200.0000 7,800.00 0.000 0.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 2.2500 258,525.00 105,799.000 238,047.75 SF) 68 BAR REINFORCING STEEL (EPOXY COATED) KG 2.3500 200,925.00 21,742.000 51,093.70 SF)(BRIDGE) 69 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 0.000 0.00 70 ROADSIDE SIGN - TWO POST EA 450.0000 1,800.00 0.000 0.00 71 600 MM ALTERNATIVE PIPE CULVERT M 154.0000 9,702.00 72.000 11,088.00 72 1050 MM ALTERNATIVE PIPE CULVERT M 388.0000 12,804.00 36.500 14,162.00 73 1200 MM ALTERNATIVE PIPE CULVERT M 310.0000 74,400.00 259.937 80,580.47 74 1425 MM X 950 MM CORRUGATED STEEL PIPE M 500.0000 4,000.00 8.000 4,000.00 ARCH (2.77 MM THICK) 75 300 MM WELDED STEEL PIPE CASING M 430.0000 6,880.00 0.000 0.00 BRIDGE 76 600 MM ALTERNATIVE FLARED END SECTION EA 270.0000 1,890.00 7.000 1,890.00 PROGRAM CAS145 PAGE 4 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 04:06 PM ESTIMATE NO. 16 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1050 MM ALTERNATIVE FLARED END SECTION EA 1,390.0000 2,780.00 2.000 2,780.00 78 1200 MM ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200.00 79 ROCK SLOPE PROTECTION M3 67.0000 29,480.00 154.180 10,330.06 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 67.0000 63,650.00 166.520 11,156.84 539.190 36,125.73 (BACKING NO. 2, METHOD B) 81 ROCK SLOPE PROTECTION M3 67.0000 2,278.00 27.540 1,845.18 (BACKING NO. 3, METHOD B) 82 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 67.0000 234,500.00 1,082.210 72,508.07 2,102.762 140,885.05 83 GABION M3 300.0000 24,000.00 0.000 0.00 84 ROCK SLOPE PROTECTION FABRIC M2 5.0000 18,750.00 538.100 2,690.50 2,040.780 10,203.90 85 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 500.0000 115,000.00 216.660 108,330.00 AND DRIVEWAY) 86 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,015.00 1,005.000 3,015.00 F) 87 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 4,350.00 50.000 500.00 SF) 88 FENCE (TYPE BW, 4-STRAND, METAL POST) M 25.0000 4,500.00 0.000 0.00 S) 89 CHAIN LINK FENCE M 85.0000 3,995.00 0.000 0.00 S) 90 DELINEATOR (CLASS 1) EA 38.0000 988.00 0.000 0.00 91 MILEPOST MARKER EA 45.0000 90.00 0.000 0.00 92 MARKER (CULVERT) EA 40.0000 680.00 0.000 0.00 93 OBJECT MARKER (TYPE L-1) EA 40.0000 160.00 0.000 0.00 94 METAL BEAM GUARD RAILING M 400.0000 6,400.00 0.000 0.00 S) 95 TUBULAR HANDRAILING M 136.0000 24,072.00 88.500 12,036.00 SF) 96 CONCRETE BARRIER (TYPE 26 MODIFIED) M 495.0000 87,615.00 68.500 33,907.50 F) 97 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 4,400.00 1.000 2,200.00 S) 98 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 4,056.00 0.000 0.00 S) 99 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,290.00 0.000 0.00 S) (SPRAYABLE) 00 PAVEMENT MARKER EA 12.0000 3,720.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 01 MARKER (PULL BOX) EA 60.0000 60.00 0.000 0.00 02 TRAFFIC MONITORING STATION EA 6,000.0000 6,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 04:06 PM ESTIMATE NO. 16 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 123,526.91 2,611,490.06 ADJUSTMENT OF COMPENSATION 0.00 -11,141.04 EXTRA WORK 31,342.80 56,509.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 154,869.71 2,656,858.84 03 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,499,996.00 TOTAL WORK COMPLETED 154,869.71 3,106,858.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -0.40 TOTAL 154,869.71 3,106,858.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 103 MOBILIZATION 449,999.60 450,000.00 0.40 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 07/06/04 300 07/12/04 07/21/04 01/06/06 248 66 0 0 67% 83% PROGRESS UNSATISFACTORY *** SUSPENDED ON 10/17/05. DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/05