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 03/05/07 EST. NO.29 TIME 05:53 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 0081 404.24 E.W. @ F.A.(+) 080906 N 0264.0 0082 638.15 080906 N 199943 0084 163.06 082406 N 0279.0 0085 697.59 082506 N 0280.0 0086 480.07 082606 N 0281.0 0087 436.81 081006 N 299 0 0088 436.81 081106 N 300 0 0089 228.33 122304 N 32 0 003 0039 564.98 E.W. @ F.A.(+) 061406 N 0219.0 0041 86.55 051606 N 176 0 007 0031 1,169.63 E.W. @ F.A.(+) 080205 N 95 0 014 0052 5,525.50 E.W. @ F.A.(+) 050206 Y 304 0 10,831.72 TOTAL THIS ESTIMATE 300,982.49 TOTAL PREVIOUS ESTIMATE 311,814.21 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 03/05/07 EST. NO.29 TIME 05:53 PM R.E. NAME: DARNALL, MARK 02-364104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(F) -10,000.00 26 RECEIVED CEM2402(F) 10,000.00 29 10,000.00 0.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -10,000.00 26 CERTIFIED PAYROLLS 8,000.00 28 CERTIFIED PAYROLLS 2,000.00 29 2,000.00 0.00 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 OVERBID ITEM NO. 103 0.40 26 0.00 0.00 TOTAL DEDUCTIONS 12,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 05:53 PM ESTIMATE NO. 29 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 10/12/06 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 03/05/07 LOCATION SEMI-FINAL 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 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 350.0000 105,000.00 300.000 105,000.00 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 1.000 1,300.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 92,000.0000 92,000.00 1.000 92,000.00 06 TEMPORARY FIBER ROLL M 14.0000 2,800.00 80.800 1,131.20 114.300 1,600.20 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 1.000 10,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 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 1.000 50,000.00 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 1.000 7,500.00 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 03/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 05:53 PM ESTIMATE NO. 29 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 10/12/06 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 03/05/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.000 1,425.00 27 REMOVE CULVERT M 50.0000 7,000.00 139.100 6,955.00 28 RELOCATE ROADSIDE SIGN EA 100.0000 500.00 4.000 400.00 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 1,279.200 6,396.00 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 1.000 5,000.00 33 DEVELOP WATER SUPPLY LS 7,000.0000 7,000.00 1.000 7,000.00 34 ROADWAY EXCAVATION M3 14.0000 68,880.00 4,918.400 68,857.60 35 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200.00 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 26.000 1,560.00 39 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 12,540.00 210.000 12,600.00 F) 40 DITCH EXCAVATION M3 12.0000 5,640.00 259.540 3,114.48 41 IMPORTED MATERIAL (SHOULDER BACKING) TONN 35.0000 8,050.00 233.250 8,163.75 42 MINOR CONCRETE (WEED BARRIER) M3 500.0000 450.00 0.540 270.00 S) 43 STRAW (EROSION CONTROL) TONN 500.0000 5,500.00 2.950 1,475.00 S) 44 FIBER (EROSION CONTROL) KG 1.2000 1,188.00 270.310 324.37 S) 45 COMPOST (EROSION CONTROL) KG 0.6500 1,872.00 786.380 511.15 S) 46 PURE LIVE SEED (EROSION CONTROL) KG 54.0000 7,560.00 38.230 2,064.42 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 460.00 62.800 125.60 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 805.00 95.570 219.81 S) 49 PLANT TUBE EA 100.0000 1,400.00 13.000 1,300.00 PROGRAM CAS145 PAGE 3 DATE 03/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 05:53 PM ESTIMATE NO. 29 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 10/12/06 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 03/05/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,003.110 57,177.27 51 ASPHALT CONCRETE (TYPE A) TONN 90.0000 355,500.00 4,492.500 404,325.00 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 48.250 844.38 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 1.000 85,000.00 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 804,950.00 947.000 804,950.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 22,100.00 26.000 22,100.00 F) (TYPE EQ) 61 PRECAST CONCRETE BAT HOUSE EA 850.0000 6,800.00 8.000 6,800.00 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 29.000 59,450.00 65 PLACE POLYESTER CONCRETE OVERLAY M2 43.0000 50,955.00 1,279.200 55,005.60 F) 66 JOINT SEAL (MR 50 MM) M 200.0000 7,800.00 37.800 7,560.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 2.2500 258,525.00 114,900.000 258,525.00 SF) 68 BAR REINFORCING STEEL (EPOXY COATED) KG 2.3500 200,925.00 85,500.000 200,925.00 SF)(BRIDGE) 69 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 12.000 3,000.00 70 ROADSIDE SIGN - TWO POST EA 450.0000 1,800.00 4.000 1,800.00 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 16.000 6,880.00 BRIDGE 76 600 MM ALTERNATIVE FLARED END SECTION EA 270.0000 1,890.00 7.000 1,890.00 PROGRAM CAS145 PAGE 4 DATE 03/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 05:53 PM ESTIMATE NO. 29 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 10/12/06 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 03/05/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,480.00 274.180 18,370.06 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 67.0000 63,650.00 650.820 43,604.94 (BACKING NO. 2, METHOD B) 81 ROCK SLOPE PROTECTION M3 67.0000 2,278.00 32.130 2,152.71 (BACKING NO. 3, METHOD B) 82 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 67.0000 234,500.00 2,778.512 186,160.30 83 GABION M3 300.0000 24,000.00 0.000 0.00 84 ROCK SLOPE PROTECTION FABRIC M2 5.0000 18,750.00 2,513.860 12,569.30 85 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 500.0000 115,000.00 8.765 4,382.50 229.150 114,575.00 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 4,350.00 435.000 4,350.00 SF) 88 FENCE (TYPE BW, 4-STRAND, METAL POST) M 25.0000 4,500.00 147.100 3,677.50 S) 89 CHAIN LINK FENCE M 85.0000 3,995.00 11.450 973.25 35.250 2,996.25 S) 90 DELINEATOR (CLASS 1) EA 38.0000 988.00 16.000 608.00 91 MILEPOST MARKER EA 45.0000 90.00 0.000 0.00 92 MARKER (CULVERT) EA 40.0000 680.00 12.000 480.00 93 OBJECT MARKER (TYPE L-1) EA 40.0000 160.00 2.000 80.00 94 METAL BEAM GUARD RAILING M 400.0000 6,400.00 0.000 0.00 S) 95 TUBULAR HANDRAILING M 136.0000 24,072.00 177.000 24,072.00 SF) 96 CONCRETE BARRIER (TYPE 26 MODIFIED) M 495.0000 87,615.00 177.000 87,615.00 F) 97 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 4,400.00 2.000 4,400.00 S) 98 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 4,056.00 81.340 4,229.68 S) 99 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,290.00 2,957.920 2,957.92 S) (SPRAYABLE) 00 PAVEMENT MARKER EA 12.0000 3,720.00 238.000 2,856.00 S) (RETROREFLECTIVE-RECESSED) 01 MARKER (PULL BOX) EA 60.0000 60.00 1.000 60.00 02 TRAFFIC MONITORING STATION EA 6,000.0000 6,000.00 1.000 6,000.00 S) PROGRAM CAS145 PAGE 5 DATE 03/05/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364104 TIME 05:53 PM ESTIMATE NO. 29 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 10/12/06 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 03/05/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,486.95 3,932,287.20 ADJUSTMENT OF COMPENSATION 0.00 -15,633.54 EXTRA WORK 10,831.72 327,447.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,318.67 4,244,101.41 03 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,499,996.00 TOTAL WORK COMPLETED 17,318.67 4,694,101.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 12,000.00 0.00 TOTAL 29,318.67 4,694,101.41 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 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 07/06/04 300 07/12/04 07/21/04 10/12/06 292 265 0 0 100% 100% DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 03/05/07