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 10/22/03 EST. NO.02 TIME 09:42 AM R.E. NAME: HENCH, CHARLES E. 05-0A1304 --------------------------------------------------------------------------- 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 10/22/03 EST. NO.02 TIME 09:42 AM R.E. NAME: HENCH, CHARLES E. 05-0A1304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 075 -10,997.01 02 -10,997.01 -10,997.01 TOTAL DEDUCTIONS -10,997.01 -10,997.01 PROGRAM CAS145 PAGE 1 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1304 TIME 09:42 AM ESTIMATE NO. 02 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: HENCH, CHARLES E. DATE OF THIS ESTIMATE 10/22/03 LOCATION PROGRESS ESTIMATE 05-SLO-1-18.1/22.9 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY NEAR P.O. BOX 790 SAN LUIS OBISPO FROM 0.1 KM NORTH TEMPLETON, CA 93465 OF WESTMONT DRIVE TO 0.4 KM NORTH OF EDUCATION DRIVE FED. AID NO. ACST-P001(499)E ,PHG-P001(499)E CONSTRUCT CONCRETE MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD LS 425,000.0000 425,000.00 0.230 97,750.00 0.330 140,250.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 2,100.00 148.000 1,480.00 04 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 1.000 7,500.00 1.000 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 23,100.0000 23,100.00 0.500 11,550.00 0.500 11,550.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,900.0000 29,500.00 1.000 5,900.00 1.000 5,900.00 07 CONSTRUCTION AREA SIGNS LS 5,890.0000 5,890.00 0.500 2,945.00 S) 08 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.260 52,000.00 0.360 72,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,400.0000 15,400.00 0.260 4,004.00 0.360 5,544.00 S) 10 TEMPORARY CRASH CUSHION LS 2,500.0000 2,500.00 0.000 0.00 S) 11 REMOVE METAL BEAM GUARD RAILING M 100.0000 3,000.00 0.000 0.00 12 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 2,540.00 0.000 0.00 13 REMOVE PAVEMENT MARKER EA 1.0000 570.00 0.000 0.00 14 REMOVE ROADSIDE SIGN (WOOD POST) EA 115.0000 345.00 0.000 0.00 15 REMOVE SLOTTED CORRUGATED STEEL PIPE M 37.0000 444.00 0.000 0.00 16 REMOVE INLET EA 400.0000 2,000.00 0.000 0.00 17 REMOVE HEADWALL EA 570.0000 2,850.00 2.000 1,140.00 2.000 1,140.00 18 RELOCATE MAILBOX EA 185.0000 1,295.00 0.000 0.00 19 RELOCATE ROADSIDE SIGN EA 134.0000 1,206.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.2000 5,002.00 327.000 2,681.40 S) 21 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.330 6,600.00 1.000 20,000.00 22 REMOVE TREE EA 3,180.0000 15,900.00 5.000 15,900.00 S) PROGRAM CAS145 PAGE 2 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1304 TIME 09:42 AM ESTIMATE NO. 02 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: HENCH, CHARLES E. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 23.0000 196,190.00 314.900 7,242.70 2,477.300 56,977.90 24 IMPORTED BORROW M3 2.0000 2,360.00 -1,180.000 -2,360.00 0.000 0.00 25 HIGHWAY PLANTING LS 47,170.0000 47,170.00 0.000 0.00 S) 26 STRAW (EROSION CONTROL) TONN 450.0000 900.00 0.900 405.00 0.900 405.00 S) 27 FIBER (EROSION CONTROL) KG 1.0000 850.00 510.000 510.00 510.000 510.00 S) 28 COMPOST (EROSION CONTROL) KG 1.0000 500.00 300.000 300.00 300.000 300.00 S) 29 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 600.00 1.000 200.00 1.000 200.00 S) 30 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 1,800.00 18.000 1,080.00 18.000 1,080.00 S) 31 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 100.00 60.000 60.00 60.000 60.00 S) 32 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 150.00 45.000 90.00 45.000 90.00 S) 33 PLANT ESTABLISHMENT WORK LS 25,500.0000 25,500.00 0.000 0.00 S) 34 IRRIGATION SYSTEM LS 23,200.0000 23,200.00 0.000 0.00 S) 35 CLASS 1 AGGREGATE SUBBASE M3 52.0000 15,600.00 0.000 0.00 36 CLASS 2 AGGREGATE BASE M3 53.0000 291,500.00 2,372.100 125,721.30 2,372.100 125,721.30 37 LEAN CONCRETE BASE M3 149.0000 29,800.00 0.000 0.00 38 ASPHALT CONCRETE (TYPE A) TONN 55.7000 367,620.00 1,421.480 79,176.44 1,421.480 79,176.44 39 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 13.2000 3,300.00 0.000 0.00 AREA) 40 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 1,500.00 0.000 0.00 41 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 1,800.00 0.000 0.00 42 CONCRETE PAVEMENT (RAPID STRENGTH M3 1,190.0000 487,900.00 0.000 0.00 CONCRETE) 43 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 29,440.00 0.000 0.00 F) 44 MINOR CONCRETE (BACKFILL) M3 124.0000 23,932.00 60.000 7,440.00 65.000 8,060.00 45 450 MM REINFORCED CONCRETE PIPE M 316.0000 87,848.00 60.000 18,960.00 69.600 21,993.60 46 600 MM REINFORCED CONCRETE PIPE M 346.0000 19,376.00 28.000 9,688.00 28.000 9,688.00 47 450 MM CORRUGATED STEEL PIPE M 299.0000 28,405.00 79.100 23,650.90 85.200 25,474.80 (2.77 MM THICK) 48 600 MM CORRUGATED STEEL PIPE M 467.0000 6,538.00 4.400 2,054.80 8.300 3,876.10 (2.77 MM THICK) 49 300 MM SLOTTED CORRUGATED STEEL PIPE M 385.0000 42,350.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 3 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1304 TIME 09:42 AM ESTIMATE NO. 02 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: HENCH, CHARLES E. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM SLOTTED CORRUGATED STEEL PIPE M 429.0000 1,407,120.00 3,088.000 1,324,752.00 3,088.000 1,324,752.00 (2.01 MM THICK) 51 300 MM SLOTTED DRAIN CLEANOUT (TYPE B) EA 215.0000 860.00 0.000 0.00 52 450 MM SLOTTED DRAIN CLEANOUT (TYPE A) EA 321.0000 32,100.00 65.000 20,865.00 65.000 20,865.00 53 450 MM SLOTTED DRAIN CLEANOUT (TYPE B) EA 236.0000 1,888.00 0.000 0.00 54 450 MM SLOTTED DRAIN CLEANOUT (TYPE C) EA 329.0000 658.00 0.000 0.00 55 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 110.0000 660.00 0.000 0.00 56 300 MM ENTRANCE TAPER EA 325.0000 975.00 0.000 0.00 57 300 MM ANCHOR ASSEMBLY EA 159.0000 795.00 0.000 0.00 58 450 MM STEEL FLARED END SECTION EA 184.0000 368.00 0.000 0.00 59 600 MM STEEL FLARED END SECTION EA 240.0000 1,440.00 1.000 240.00 60 450 MM CONCRETE FLARED END SECTION EA 572.0000 4,004.00 3.000 1,716.00 4.000 2,288.00 61 600 MM CONCRETE FLARED END SECTION EA 620.0000 1,860.00 0.000 0.00 62 ROCK SLOPE PROTECTION M3 280.0000 9,800.00 10.000 2,800.00 10.000 2,800.00 (FACING, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC M2 1.0000 130.00 0.000 0.00 64 MISCELLANEOUS IRON AND STEEL KG 2.0000 4,080.00 0.000 0.00 SF) 65 DELINEATOR (CLASS 1) EA 32.0000 448.00 0.000 0.00 66 QUAGUARD SYSTEM EA 21,200.0000 318,000.00 0.000 0.00 S) 67 CONCRETE BARRIER (ARCHITECTURALLY M 200.0000 1,288,000.00 0.000 0.00 S) TREATED) 68 CONCRETE BARRIER TYPE 60 SA (MOD) M 250.0000 30,250.00 0.000 0.00 F) 69 THERMOPLASTIC PAVEMENT MARKING M2 21.5000 2,795.00 0.000 0.00 S) 70 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 7,700.00 0.000 0.00 S) (SPRAYABLE) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 620.00 0.000 0.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 2,816.00 0.000 0.00 S) 73 SIGNAL AND LIGHTING (LOCATION 1) LS 45,000.0000 45,000.00 0.400 18,000.00 0.500 22,500.00 S) 74 SIGNAL AND LIGHTING (LOCATION 2) LS 95,000.0000 95,000.00 0.500 47,500.00 0.800 76,000.00 S) PROGRAM CAS145 PAGE 4 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1304 TIME 09:42 AM ESTIMATE NO. 02 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: HENCH, CHARLES E. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,881,296.14 2,074,948.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,881,296.14 2,074,948.54 75 MOBILIZATION LS 653,944.0000 653,944.00 0.950 621,246.80 0.950 621,246.80 ORIGINAL CONTRACT AMOUNT 6,423,682.00 TOTAL WORK COMPLETED 2,502,542.94 2,696,195.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,997.01 -10,997.01 TOTAL 2,491,545.93 2,685,198.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 075 MOBILIZATION 642,368.20 653,944.00 11,575.80 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 08/18/03 87 09/02/03 09/02/03 01/14/04 33 0 0 4 41% 33% PROGRESS IS SATISFACTORY HENCH, CHARLES E. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/03