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 08/23/04 EST. NO.15 TIME 03:59 PM R.E. NAME: MINDUS, CARL 02-258504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/23/04 EST. NO.15 TIME 03:59 PM R.E. NAME: MINDUS, CARL 02-258504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATION -50,000.00 04 SWPPP VIOLATION CORR 50,000.00 05 SWPPP VIOLATION -50,000.00 08 SWPPP VIOLATION CORR 50,000.00 09 UNACCEPT CPM SCHEDLE -35,000.00 10 CPM ACCEPTANCE 35,000.00 11 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY OUTSTANDING FHWA1391 -10,000.00 04 FHWA 1391 RECEIVED 10,000.00 05 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 OUTSTANDING PAYROLLS -10,000.00 04 PAYROLLS RECEIVED 10,000.00 05 OUTSTANDING PAYROLL -10,000.00 09 PAYROLLS RECEIVED 10,000.00 09 OUTSTANDING PAYROLLS -10,000.00 12 PAYROLLS REC'D EST 9 10,000.00 12 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-258504 TIME 03:59 PM ESTIMATE NO. 15 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: MINDUS, CARL DATE OF THIS ESTIMATE 08/23/04 LOCATION PROGRESS ESTIMATE 02-LAS-395-11.8/24.8 ----------------- TEICHERT CONSTRUCTION IN LASSEN COUNTY NEAR HALLELUJAH P O BOX 276830 JUNCTION FROM 6.4 KM SOUTH OF LONG SACRAMENTO CA 95827 VALLEY CREEK BRIDGE TO 0.2 KM NORTH OF WILLOW RANCH CREEK BRIDGE FED. AID NO. ACNH-P395(197)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.750 3,375.00 02 WARRANTY LS 100,000.0000 100,000.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) M 7.5000 7,275.00 651.300 4,884.75 04 PREPARE STORM WATER POLLUTION LS 8,500.0000 8,500.00 0.750 6,375.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 06 TEMPORARY FIBER ROLL M 5.5000 71,500.00 5,087.100 27,979.05 07 TEMPORARY SILT FENCE M 6.0000 14,400.00 318.600 1,911.60 08 TEMPORARY STRAW BALE EA 19.0000 342.00 10.000 190.00 09 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 10 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.064 16,000.00 0.932 233,000.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 74.0000 962.00 18.010 1,332.74 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0500 26,355.00 22,135.470 23,242.24 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 1,620.00 39.000 1,404.00 S) 14 TEMPORARY SIGNAL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 26,000.0000 52,000.00 2.000 52,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 45.0000 42,300.00 760.300 34,213.50 S) 17 TEMPORARY CRASH CUSHION MODULE EA 225.0000 12,600.00 56.000 12,600.00 18 ABANDON CULVERT EA 1,200.0000 4,800.00 4.000 4,800.00 19 REMOVE FENCE M 14.0000 63,560.00 4,355.590 60,978.26 S) 20 REMOVE METAL BEAM GUARD RAILING M 32.0000 15,680.00 484.000 15,488.00 S) 21 REMOVE TRAFFIC STRIPE M 3.2500 5,525.00 680.140 2,210.46 S) 22 REMOVE PAVEMENT MARKING M2 54.0000 702.00 2.230 120.42 S) PROGRAM CAS145 PAGE 2 DATE 08/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-258504 TIME 03:59 PM ESTIMATE NO. 15 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: MINDUS, CARL DATE OF THIS ESTIMATE 08/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 160.0000 15,040.00 97.000 15,520.00 24 REMOVE ASPHALT CONCRETE DIKE M 4.1000 4,387.00 1,461.790 5,993.34 25 REMOVE INLET EA 285.0000 285.00 17.000 4,845.00 26 REMOVE HEADWALL EA 700.0000 2,800.00 17.000 11,900.00 27 REMOVE DOWNDRAIN EA 350.0000 6,650.00 13.000 4,550.00 28 RESET 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 31,600.00 0.000 0.00 S) (45 MM MAXIMUM) 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 26,400.00 288.000 1,440.00 4,739.010 23,695.05 S) (60 MM MAXIMUM) 31 REMOVE CONCRETE FLARED END SECTION EA 415.0000 415.00 1.000 415.00 32 PREPARE CONCRETE BRIDGE DECK SURFACE M2 7.0000 3,227.00 354.000 2,478.00 33 REMOVE STEEL CATTLE GUARD EA 2,000.0000 2,000.00 1.000 2,000.00 34 BRIDGE REMOVAL (PORTION) LS 46,600.0000 46,600.00 1.000 46,600.00 35 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 36 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 37 ROADWAY EXCAVATION M3 21.0000 924,000.00 44,000.000 924,000.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 360.0000 63,000.00 175.000 63,000.00 F) 39 STRUCTURE BACKFILL (BRIDGE) M3 260.0000 11,700.00 45.000 11,700.00 F) 40 SAND BACKFILL M3 150.0000 3,150.00 21.000 3,150.00 41 DITCH EXCAVATION M3 23.0000 1,564.00 82.000 1,886.00 42 EARTH RETAINING STRUCTURE M2 325.0000 39,000.00 108.000 35,100.00 (GUARD RAILING) 43 STRAW (EROSION CONTROL) TONN 325.0000 26,000.00 72.840 23,673.00 S) 44 FIBER (EROSION CONTROL) KG 1.1000 3,256.00 4,674.400 5,141.84 S) 45 COMPOST (EROSION CONTROL) KG 0.6500 11,700.00 18,184.440 11,819.89 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 84,000.00 840.000 84,000.00 S) 48 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.3000 2,600.00 2,377.300 3,090.49 S) 49 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 2,600.00 2,014.400 2,618.72 S) PROGRAM CAS145 PAGE 3 DATE 08/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-258504 TIME 03:59 PM ESTIMATE NO. 15 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: MINDUS, CARL DATE OF THIS ESTIMATE 08/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0.00 51 CLASS 2 AGGREGATE BASE M3 40.0000 275,600.00 5,797.250 231,890.00 52 CLASS 3 AGGREGATE BASE TONN 28.0000 199,360.00 3,402.740 95,276.72 4,828.440 135,196.32 53 ASPHALT CONCRETE (TYPE A) TONN 75.0000 1,057,500.00 387.830 29,087.25 11,060.720 829,554.00 54 PAVING ASPHALT (BINDER-PAVEMENT TONN 260.0000 5,720.00 0.000 0.00 REINFORCING FABRIC) 55 PAVEMENT REINFORCING FABRIC M2 1.2000 22,800.00 0.000 0.00 56 PLACE ASPHALT CONCRETE DIKE M 3.2500 13,325.00 452.200 1,469.65 57 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 14,000.00 333.350 13,334.00 456.850 18,274.00 AREA) 58 SHOULDER RUMBLE STRIP STA 115.0000 43,700.00 0.000 0.00 S) (AC, GROUND-IN INDENTATIONS) 59 RUBBERIZED ASPHALT CONCRETE (WARRANTY) M2 17.0000 2,788,000.00 52,314.420 889,345.14 166,414.820 2,829,051.94 60 FURNISH STEEL PIPE PILE (762 X 15.88) M 185.0000 34,410.00 180.530 33,398.05 61 DRIVE STEEL PIPE PILE (762 X 15.88) EA 13,000.0000 156,000.00 12.000 156,000.00 S) 62 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 63 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 248,000.00 301.000 240,800.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 950.0000 21,850.00 23.000 21,850.00 F) (TYPE EQ) 65 CLASS 2 CONCRETE (BOX CULVERT) M3 1,600.0000 36,800.00 23.000 36,800.00 F) 66 CLASS 2 CONCRETE (WINGWALLS) M3 760.0000 44,840.00 59.000 44,840.00 F) 67 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 51,300.00 25.100 47,690.00 F) 68 MINOR CONCRETE (BACKFILL) M3 250.0000 6,000.00 22.000 5,500.00 69 DRILL AND BOND DOWEL M 70.0000 10,220.00 130.450 9,131.50 70 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 18,900.00 2.000 4,200.00 9.000 18,900.00 71 PLACE POLYESTER CONCRETE OVERLAY M2 62.0000 28,582.00 461.000 28,582.00 F) 72 JOINT SEAL (MR 30 MM) M 105.0000 3,570.00 0.000 0.00 S) 73 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 16,346.00 14,860.000 16,346.00 SF) 74 BAR REINFORCING STEEL (EPOXY COATED) KG 2.2000 12,111.00 5,505.000 12,111.00 SF) 75 BAR REINFORCING STEEL (EPOXY COATED) KG 3.1000 44,640.00 14,400.000 44,640.00 SF)(BRIDGE) 76 ROADSIDE SIGN - ONE POST EA 370.0000 24,790.00 60.000 22,200.00 PROGRAM CAS145 PAGE 4 DATE 08/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-258504 TIME 03:59 PM ESTIMATE NO. 15 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: MINDUS, CARL DATE OF THIS ESTIMATE 08/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN - TWO POST EA 625.0000 18,125.00 28.000 17,500.00 78 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 5,250.00 38.500 5,775.00 79 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 45,600.00 171.400 41,136.00 80 900 MM ALTERNATIVE PIPE CULVERT M 380.0000 15,960.00 40.600 15,428.00 81 450 MM CORRUGATED STEEL PIPE M 280.0000 11,200.00 52.100 14,588.00 (2.77 MM THICK) 82 600 MM CORRUGATED STEEL PIPE M 370.0000 8,510.00 35.100 12,987.00 (2.77 MM THICK) 83 900 MM CORRUGATED STEEL PIPE M 575.0000 575.00 0.900 517.50 (2.77 MM THICK) 84 1200 MM CORRUGATED STEEL PIPE M 710.0000 17,040.00 23.400 16,614.00 (2.77 MM THICK) 85 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 115.0000 39,100.00 206.200 23,713.00 (2.01 MM THICK) 86 200 MM ENTRANCE TAPER EA 800.0000 15,200.00 18.000 14,400.00 87 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 3,240.00 2.600 3,120.00 (3.51 MM THICK) 88 600 MM SLOTTED CORRUGATED STEEL PIPE M 1,900.0000 2,280.00 1.200 2,280.00 RISER (2.01 MM THICK) 89 450 MM STEEL FLARED END SECTION EA 570.0000 4,560.00 8.000 4,560.00 90 600 MM STEEL FLARED END SECTION EA 880.0000 7,920.00 9.000 7,920.00 91 750 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000.00 92 450 MM ALTERNATIVE FLARED END SECTION EA 580.0000 580.00 2.000 1,160.00 93 600 MM ALTERNATIVE FLARED END SECTION EA 800.0000 8,000.00 10.000 8,000.00 94 900 MM ALTERNATIVE FLARED END SECTION EA 700.0000 2,800.00 4.000 2,800.00 95 600 MM DEBRIS RACK CAGE (H=1.2M) EA 2,200.0000 2,200.00 1.000 2,200.00 96 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 390.0000 12,480.00 31.100 12,129.00 97 ROCK SLOPE PROTECTION M3 350.0000 59,500.00 158.540 55,489.00 (FACING, METHOD B) 98 ROCK SLOPE PROTECTION M3 470.0000 15,510.00 24.800 11,656.00 (BACKING NO. 2, METHOD B) 99 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 160.0000 142,400.00 428.400 68,544.00 00 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 180.0000 27,000.00 141.500 25,470.00 01 CONCRETE (CONCRETED-ROCK SLOPE M3 740.0000 6,660.00 8.400 6,216.00 PROTECTION) 02 CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 30,000.00 74.200 29,680.00 (1/4T, METHOD B) 03 ROCK SLOPE PROTECTION FABRIC M2 0.7000 1,267.00 1,267.450 887.22 PROGRAM CAS145 PAGE 5 DATE 08/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-258504 TIME 03:59 PM ESTIMATE NO. 15 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: MINDUS, CARL DATE OF THIS ESTIMATE 08/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 2.1000 1,512.00 720.000 1,512.00 SF) 05 FENCE (TYPE BW, METAL POST) M 22.0000 87,120.00 4,188.060 92,137.32 S) 06 ANTELOPE FENCE M 60.0000 18,000.00 296.950 17,817.00 S) 07 DELINEATOR (CLASS 2) EA 40.0000 11,200.00 254.000 10,160.00 08 MARKER (CULVERT) EA 42.0000 5,040.00 99.000 4,158.00 09 HIGHWAY POST MARKER EA 48.0000 1,200.00 24.000 1,152.00 10 OBJECT MARKER (TYPE L-1) EA 40.0000 1,920.00 39.000 1,560.00 11 METAL BEAM GUARD RAILING M 172.0000 159,960.00 914.200 157,242.40 S) 12 CABLE RAILING M 80.0000 6,720.00 83.700 6,696.00 S) 13 END SECTION EA 160.0000 2,560.00 16.000 2,560.00 S) 14 TERMINAL SYSTEM (TYPE SRT) EA 1,850.0000 55,500.00 30.000 55,500.00 S) 15 CONCRETE BARRIER (TYPE 732) M 430.0000 25,370.00 59.000 25,370.00 SF) 16 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 9,240.00 0.000 0.00 S) 17 THERMOPLASTIC PAVEMENT MARKING M2 135.0000 2,430.00 0.000 0.00 S) (RECESSED) 18 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 40,860.00 0.000 0.00 S) (SPRAYABLE) 19 PAVEMENT MARKER EA 8.5000 25,075.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 08/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-258504 TIME 03:59 PM ESTIMATE NO. 15 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: MINDUS, CARL DATE OF THIS ESTIMATE 08/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,050,183.11 7,598,140.25 ADJUSTMENT OF COMPENSATION 0.00 15,941.62 EXTRA WORK 0.00 109,744.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,050,183.11 7,723,826.82 20 MOBILIZATION LS 608,000.0000 608,000.00 1.000 608,000.00 ORIGINAL CONTRACT AMOUNT 9,047,623.00 TOTAL WORK COMPLETED 1,050,183.11 8,331,826.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,050,183.11 8,321,826.82 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 04/22/03 250 05/07/03 05/07/03 09/30/04 230 93 20 0 80% 85% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/01/04. MINDUS, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/04