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 08/21/03 EST. NO.06 TIME 01:46 PM R.E. NAME: SCHULTZ, KELLEY 01-291704 --------------------------------------------------------------------------- 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 08/21/03 EST. NO.06 TIME 01:46 PM R.E. NAME: SCHULTZ, KELLEY 01-291704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291704 TIME 01:46 PM ESTIMATE NO. 06 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 08/21/03 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-1-3.8/3.9 ----------------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR ANCHOR BAY P O BOX 50085 AT 2.1 KM SOUTH OF FISH ROCK ROAD WATSONVILLE CA 950775085 FED. AID NO. ACST-P001(496)E ,P-P001(496)E CONSTRUCT VIADUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.0000 1,300.00 106.000 1,060.00 S) 02 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 03 WATER POLLUTION CONTROL LS 16,200.0000 16,200.00 0.410 6,642.00 1.000 16,200.00 04 TEMPORARY SILT FENCE M 14.0000 1,820.00 106.000 1,484.00 S) 05 TEMPORARY CONCRETE WASHOUT FACILITY LS 1,300.0000 1,300.00 0.500 650.00 1.000 1,300.00 06 CONSTRUCTION AREA SIGNS LS 3,600.0000 3,600.00 0.830 2,988.00 07 TRAFFIC CONTROL SYSTEM LS 32,550.0000 32,550.00 0.470 15,298.50 1.000 32,550.00 S) 08 TYPE III BARRICADE EA 100.0000 300.00 3.000 300.00 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 640.00 14.940 597.60 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 1,280.00 616.000 1,232.00 S) 11 PORTABLE DELINEATOR EA 24.0000 264.00 11.000 264.00 12 TEMPORARY PAVEMENT MARKER EA 10.0000 300.00 30.000 300.00 S) 13 TEMPORARY SIGNAL SYSTEM LS 69,300.0000 69,300.00 0.050 3,465.00 1.000 69,300.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 24,000.00 1.000 12,000.00 2.000 24,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 120.0000 4,440.00 36.590 4,390.80 16 TEMPORARY TRAFFIC SCREEN M 30.0000 1,110.00 0.000 0.00 17 OBLITERATE SURFACING M2 63.0000 2,268.00 36.000 2,268.00 36.000 2,268.00 18 REMOVE WOOD FENCE M 19.0000 1,330.00 70.000 1,330.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 65.0000 4,745.00 87.630 5,695.95 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 3,900.00 384.000 3,840.00 S) STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 870.00 285.000 855.00 S) 22 REMOVE PAVEMENT MARKER EA 2.0000 112.00 56.000 112.00 S) PROGRAM CAS145 PAGE 2 DATE 08/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291704 TIME 01:46 PM ESTIMATE NO. 06 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 08/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 9.0000 585.00 64.900 584.10 24 REMOVE HEADWALL EA 1,350.0000 1,350.00 0.000 0.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 21,000.00 619.600 7,435.20 1,678.000 20,136.00 S) (25 MM MAXIMUM) 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 7,820.00 252.000 4,284.00 252.000 4,284.00 S) (45 MM MAXIMUM) 27 CLEARING AND GRUBBING LS 16,500.0000 16,500.00 1.000 16,500.00 28 REMOVE TREE EA 980.0000 6,860.00 7.000 6,860.00 29 ROADWAY EXCAVATION M3 1,320.0000 27,720.00 21.000 27,720.00 21.000 27,720.00 30 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 31 STRUCTURE EXCAVATION (BRIDGE) M3 33.0000 17,985.00 545.000 17,985.00 F) 32 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 43.0000 3,182.00 74.000 3,182.00 F) 33 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 1,610.00 14.000 980.00 F) 34 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 90.0000 1,530.00 17.000 1,530.00 F) 35 LEAN CONCRETE BACKFILL M3 340.0000 6,800.00 20.000 6,800.00 F) 36 CLASS 2 CONCRETE BACKFILL M3 380.0000 13,680.00 36.000 13,680.00 F) 37 IMPORTED MATERIAL (SHOULDER BACKING) M3 70.0000 7,700.00 110.000 7,700.00 110.000 7,700.00 38 STRAW (EROSION CONTROL) TONN 910.0000 364.00 0.580 527.80 0.580 527.80 39 FIBER (EROSION CONTROL) KG 2.0000 340.00 262.000 524.00 262.000 524.00 40 COMPOST (EROSION CONTROL) KG 1.4000 476.00 524.000 733.60 524.000 733.60 41 PURE LIVE SEED (EROSION CONTROL) KG 226.0000 2,712.00 12.000 2,712.00 12.000 2,712.00 42 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 68.00 26.200 104.80 26.200 104.80 43 CLASS 2 AGGREGATE BASE M3 174.0000 12,528.00 0.000 0.00 44 ASPHALT CONCRETE (TYPE A) TONN 99.0000 147,510.00 1,297.940 128,496.06 1,362.720 134,909.28 45 ASPHALT CONCRETE (OPEN GRADED) TONN 133.0000 19,950.00 111.580 14,840.14 111.580 14,840.14 46 PAVEMENT REINFORCING FABRIC M2 3.0000 54.00 0.000 0.00 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 7,920.00 440.000 7,920.00 440.000 7,920.00 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 40.0000 3,400.00 66.000 2,640.00 66.000 2,640.00 49 ASPHALTIC EMULSION (PAINT BINDER) TONN 280.0000 3,080.00 11.000 3,080.00 11.000 3,080.00 PROGRAM CAS145 PAGE 3 DATE 08/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291704 TIME 01:46 PM ESTIMATE NO. 06 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 08/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FURNISH SOLDIER PILING HP 360X174 M 190.0000 25,080.00 132.000 25,080.00 51 750 MM DRILLED HOLE M 520.0000 72,800.00 140.000 72,800.00 52 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 860.0000 42,140.00 49.000 42,140.00 S) PILING 53 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,080.0000 32,400.00 30.000 32,400.00 S) PILING 54 STRUCTURAL CONCRETE BRIDGE (COLOR) M3 660.0000 79,200.00 120.000 79,200.00 F) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 7,430.0000 8,916.00 1.200 8,916.00 F) 56 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 37,532.80 23,458.000 37,532.80 SF) 57 BAR REINFORCING STEEL (EPOXY COATED) KG 2.1500 11,708.90 5,446.000 11,708.90 SF)(BRIDGE) 58 TIMBER LAGGING M3 1,570.0000 17,270.00 11.000 17,270.00 F) 59 CLEAN AND PAINT SOLDIER STEEL PILING LS 8,140.0000 8,140.00 0.250 2,035.00 1.000 8,140.00 S) 60 450 MM CORRUGATED STEEL PIPE M 209.0000 13,376.00 50.600 10,575.40 (2.77 MM THICK) 61 200 MM PERFORATED PLASTIC M 141.0000 18,330.00 126.000 17,766.00 PIPE UNDERDRAIN 62 900 MM CORRUGATED STEEL PIPE INLET M 503.0000 2,012.00 3.780 1,901.34 (2.77 MM THICK) 63 450 MM STEEL FLARED END SECTION EA 598.0000 598.00 1.000 598.00 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 1,380.00 276.000 1,380.00 F) 65 REDWOOD FENCE M 142.0000 10,224.00 42.800 6,077.60 42.800 6,077.60 S) 66 DELINEATOR (CLASS 1) EA 40.0000 360.00 9.000 360.00 9.000 360.00 67 UNDERDRAIN MARKER EA 50.0000 100.00 2.000 100.00 2.000 100.00 68 MARKER (CULVERT) EA 50.0000 200.00 4.000 200.00 4.000 200.00 69 HIGHWAY POST MARKER EA 75.0000 75.00 1.000 75.00 1.000 75.00 70 OBJECT MARKER (TYPE L-1) EA 50.0000 50.00 1.000 50.00 1.000 50.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 145.0000 3,625.00 19.600 2,842.00 19.600 2,842.00 S) 72 TUBULAR BICYCLE RAILING M 225.0000 8,775.00 39.000 8,775.00 SF) 73 CONCRETE BARRIER (TYPE 80) M 670.0000 26,130.00 38.000 25,460.00 F) 74 TERMINAL SYSTEM (TYPE SRT) EA 2,400.0000 4,800.00 2.000 4,800.00 2.000 4,800.00 S) 75 CRASH CUSHION (ADIEM) EA 10,100.0000 20,200.00 1.000 10,100.00 S) 76 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 980.00 242.000 484.00 242.000 484.00 S) (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 08/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291704 TIME 01:46 PM ESTIMATE NO. 06 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 08/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 980.00 484.000 968.00 484.000 968.00 S) 78 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 680.00 70.000 700.00 70.000 700.00 S) 79 SIZE 53 CONDUIT LS 15,000.0000 15,000.00 1.000 15,000.00 PROGRAM CAS145 PAGE 5 DATE 08/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291704 TIME 01:46 PM ESTIMATE NO. 06 BID OPENING 12/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 08/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 267,732.70 913,275.11 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 15,902.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 267,732.70 929,178.01 80 MOBILIZATION LS 104,800.0000 104,800.00 1.000 104,800.00 ORIGINAL CONTRACT AMOUNT 1,076,715.70 TOTAL WORK COMPLETED 267,732.70 1,033,978.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 267,732.70 1,033,978.01 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 01/03/03 180 03/03/03 03/03/03 11/19/03 119 1 0 0 89% 66% PROGRESS IS SATISFACTORY SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/03