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 06/19/08 EST. NO.11 TIME 10:25 AM R.E. NAME: ERIC KARLSON 05-452604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0001 -27,300.00 A.C. @ U.P.(-) 103107 N 0001 0 -27,300.00 TOTAL THIS ESTIMATE 215,480.24 TOTAL PREVIOUS ESTIMATE 188,180.24 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 06/19/08 EST. NO.11 TIME 10:25 AM R.E. NAME: ERIC KARLSON 05-452604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMPLINANCE CPM -52,665.00 08 RELEASE CPM DEDUCT 52,665.00 09 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PYRLS -6,918.49 05 MISSING PYRLS RECD 6,918.49 07 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 026 -5,800.00 01 OVERBID ITEM NO. 026 -1,450.00 07 OVERBID ITEM NO. 026 -7,250.00 09 OVERBID ITEM NO. 028 -1,800.00 09 0.00 -16,300.00 TOTAL DEDUCTIONS 0.00 -16,300.00 PROGRAM CAS145 PAGE 1 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452604 TIME 10:25 AM ESTIMATE NO. 11 BID OPENING 01/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 06/19/08 LOCATION PROGRESS ESTIMATE 05-SLO-41-49.7/50.4 ----------------- 05-KER-41-0.0/1.2 PAPICH CONSTRUCTION CO.,INC. IN SAN LUIS OBISPO COUNTY NEAR P.O. BOX 2210 KETTLEMAN CITY AT VARIOUS LOCATIONS PISMO BEACH, CA 93448 FED. AID NO. N O N E EXTEND TRUCK PASSING LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.750 2,625.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 18,000.0000 18,000.00 0.050 900.00 1.000 18,000.00 03 TEMPORARY SILT FENCE M 12.0000 240.00 1,234.000 14,808.00 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 250.0000 750.00 3.000 750.00 S) 05 TEMPORARY COVER M2 100.0000 5,000.00 0.000 0.00 06 STREET SWEEPING LS 25,000.0000 25,000.00 0.230 5,750.00 1.000 25,000.00 07 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.000 0.00 S) 08 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.180 36,000.00 0.950 190,000.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.1000 15,498.00 3,909.000 8,208.90 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 17.5000 7,525.00 0.000 0.00 S) 11 TEMPORARY PAVEMENT MARKER EA 2.5000 1,475.00 350.000 875.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.180 2,160.00 0.950 11,400.00 S) 13 TEMPORARY RAILING (TYPE K) M 73.0000 88,330.00 1,209.000 88,257.00 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 3,500.00 14.000 3,500.00 15 ABANDON CULVERT M 80.0000 2,960.00 12.000 960.00 33.300 2,664.00 16 REMOVE METAL BEAM GUARD RAILING M 60.0000 5,220.00 71.760 4,305.60 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.7000 6,453.00 84.000 226.80 S) STRIPE 18 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 17,540.00 172.000 344.00 S) 19 REMOVE PAVEMENT MARKER EA 1.3000 1,183.00 27.000 35.10 S) 20 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 21 REMOVE CULVERT M 113.0000 6,102.00 42.000 4,746.00 22 REMOVE INLET EA 2,000.0000 8,000.00 4.000 8,000.00 PROGRAM CAS145 PAGE 2 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452604 TIME 10:25 AM ESTIMATE NO. 11 BID OPENING 01/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 750.0000 3,000.00 4.000 3,000.00 24 RESET ROADSIDE SIGN EA 250.0000 250.00 1.000 250.00 25 RELOCATE ROADSIDE SIGN EA 450.0000 1,800.00 0.000 0.00 26 CLEARING AND GRUBBING LS 34,500.0000 34,500.00 1.000 34,500.00 27 ROADWAY EXCAVATION M3 145.0000 656,850.00 292.002 42,340.29 4,977.000 721,665.00 28 LEAD COMPLIANCE PLAN LS 3,800.0000 3,800.00 1.000 3,800.00 29 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 49,500.00 1,492.000 49,236.00 30 STRUCTURE BACKFILL (RETAINING WALL) M3 17.0000 16,830.00 990.000 16,830.00 31 PERVIOUS BACKFILL MATERIAL (RETAINING M3 140.0000 7,420.00 53.000 7,420.00 WALL) 32 SAND BACKFILL M3 200.0000 1,200.00 1.910 382.00 5.290 1,058.00 33 IMPORTED BORROW M3 20.5000 67,855.00 2,348.720 48,148.76 4,609.002 94,484.54 34 DUFF HA 10,000.0000 10,000.00 0.057 570.00 S) 35 EROSION CONTROL (BLANKET) M2 5.5000 16,665.00 0.000 0.00 S) 36 STRAW (EROSION CONTROL) TONN 550.0000 4,950.00 6.184 3,401.20 S) 37 FIBER (EROSION CONTROL) KG 2.1000 1,974.00 275.000 577.50 S) 38 FIBER ROLLS M 10.0000 26,700.00 0.000 0.00 S) 39 COMPOST (EROSION CONTROL) M3 500.0000 2,000.00 1.214 607.00 S) 40 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 1,300.00 1.500 975.00 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 30.0000 2,220.00 34.140 1,024.20 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 402.00 45.360 272.16 S) 43 CLASS 2 AGGREGATE BASE M3 56.0000 254,800.00 4,396.991 246,231.50 44 ASPHALT CONCRETE (TYPE A) TONN 90.0000 868,500.00 47.000 4,230.00 9,147.110 823,239.90 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 1,925.00 0.000 0.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 25.0000 1,125.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.5000 12,600.00 0.000 0.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,500.00 0.000 0.00 49 ASPHALTIC EMULSION (PAINT BINDER) TONN 660.0000 14,520.00 16.160 10,665.60 PROGRAM CAS145 PAGE 3 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452604 TIME 10:25 AM ESTIMATE NO. 11 BID OPENING 01/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, RETAINING WALL M3 820.0000 371,460.00 443.700 363,834.00 F) 51 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 19,000.00 8.181 8,181.00 F) 52 BAR REINFORCING STEEL (RETAINING WALL) KG 2.8000 54,082.00 19,315.000 54,082.00 SF) 53 600 MM ALTERNATIVE PIPE CULVERT M 380.0000 29,260.00 77.240 29,351.20 54 450 MM CORRUGATED STEEL PIPE M 450.0000 4,050.00 0.000 0.00 (2.77 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 475.0000 6,650.00 22.700 10,782.50 (2.77 MM THICK) 56 750 MM CORRUGATED STEEL PIPE M 487.0000 7,305.00 15.230 7,417.01 (2.77 MM THICK) 57 2430 MM STRUCTURAL STEEL PLATE PIPE M 1,500.0000 28,500.00 0.000 0.00 (2.82 MM THICK) 58 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 135.0000 7,020.00 32.600 4,401.00 (2.01 MM THICK) 59 300 MM ENTRANCE TAPER EA 500.0000 2,500.00 4.000 2,000.00 60 300 MM DOWNDRAIN SLIP JOINT EA 425.0000 2,125.00 4.000 1,700.00 61 300 MM ANCHOR ASSEMBLY EA 200.0000 1,000.00 4.000 800.00 62 300 MM STEEL FLARED END SECTION EA 150.0000 750.00 4.000 600.00 63 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 64 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 1,750.00 5.000 1,750.00 5.000 1,750.00 65 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 66 ROCK SLOPE PROTECTION M3 225.0000 24,750.00 50.000 11,250.00 95.350 21,453.75 (FACING, METHOD B) 67 ROCK SLOPE PROTECTION FABRIC M2 4.5000 1,620.00 91.000 409.50 297.100 1,336.95 68 FRAME AND GRATE EA 500.0000 3,000.00 4.000 2,000.00 4.000 2,000.00 S) 69 DELINEATOR (CLASS 1) EA 65.0000 2,600.00 0.000 0.00 70 GUARD RAILING DELINEATOR EA 30.0000 90.00 0.000 0.00 71 OBJECT MARKER (TYPE OM2-1V) EA 78.0000 1,794.00 0.000 0.00 72 OBJECT MARKER (TYPE OM-3R) EA 160.0000 480.00 0.000 0.00 73 METAL BEAM GUARD RAILING (STEEL POST) M 111.0000 58,830.00 622.500 69,097.50 622.500 69,097.50 S) 74 TRANSITION RAILING (TYPE WB) EA 3,400.0000 20,400.00 2.000 6,800.00 2.000 6,800.00 S) 75 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,950.0000 24,750.00 4.000 19,800.00 4.000 19,800.00 S) 76 CONCRETE BARRIER (TYPE 732A) M 200.0000 50,000.00 225.000 45,000.00 PROGRAM CAS145 PAGE 4 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452604 TIME 10:25 AM ESTIMATE NO. 11 BID OPENING 01/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 THERMOPLASTIC TRAFFIC STRIPE M 2.4500 8,771.00 0.000 0.00 S) (SPRAYABLE) 78 PAVEMENT MARKER (NON-REFLECTIVE) M 3.1000 1,023.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6000 1,886.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452604 TIME 10:25 AM ESTIMATE NO. 11 BID OPENING 01/17/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 252,978.05 3,055,039.91 ADJUSTMENT OF COMPENSATION -27,300.00 62,015.23 EXTRA WORK 0.00 126,165.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 225,678.05 3,243,220.15 80 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 3,332,758.00 TOTAL WORK COMPLETED 225,678.05 3,343,220.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -16,300.00 TOTAL 225,678.05 3,326,920.15 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 026 CLEARING AND GRUBBING 20,000.00 34,500.00 14,500.00 028 LEAD COMPLIANCE PLAN 2,000.00 3,800.00 1,800.00 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 04/12/07 175 07/16/07 07/16/07 06/23/08 202 86 27 0 95% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H ERIC KARLSON RESIDENT ENGINEER PROGRAM CAS145 PAGE 17 DATE 06/19/08