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 12/10/10 EST. NO.07 TIME 11:46 AM R.E. NAME: OSIER, JIM 01-472104 --------------------------------------------------------------------------- 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 12/10/10 EST. NO.07 TIME 11:46 AM R.E. NAME: OSIER, JIM 01-472104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 07 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 07 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 067 -11,862.22 01 OVERBID ITEM NO. 067 -3,163.26 02 OVERBID ITEM NO. 067 -790.82 04 OVERBID ITEM NO. 067 15,816.30 07 15,816.30 0.00 TOTAL DEDUCTIONS -4,183.70 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472104 TIME 11:46 AM ESTIMATE NO. 07 BID OPENING 08/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 12/10/10 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-299-R21.5/ .0 ---------------------------------------- CALEX ENGINEERING COMPANY IN HUMBOLDT COUNTY ABOUT 16 MILES 23651 PINE STREET EAST OF BLUE LAKE AT 0.8 MILES WEST NEWHALL CA 91321 OF REDWOOD CREEK BRIDGE FED. AID NO. ER-4316(4)E SOLDIER PILE TIE BACK WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,120.00 430.000 1,720.00 1,030.000 4,120.00 03 CONSTRUCTION SITE MANAGEMENT LS 7,000.0000 7,000.00 0.100 700.00 1.000 7,000.00 04 PREPARE WATER POLLUTION CONTROL LS 1,200.0000 1,200.00 0.100 120.00 1.000 1,200.00 PROGRAM 05 TEMPORARY FIBER ROLL LF 5.5000 3,300.00 600.000 3,300.00 840.000 4,620.00 06 TEMPORARY SILT FENCE LF 7.0000 4,200.00 600.000 4,200.00 07 TEMPORARY GRAVEL BAG BERM LF 16.5000 2,310.00 105.000 1,732.50 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 2,200.00 1.000 2,200.00 09 TEMPORARY COVER SQYD 1.0000 680.00 3,300.000 3,300.00 10 TEMPORARY HYDRAULIC MULCH SQYD 2.5000 3,450.00 0.000 0.00 (BONDED FIBER MATRIX) 11 STREET SWEEPING LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,600.0000 1,600.00 1.000 1,600.00 13 CONSTRUCTION AREA SIGNS LS 2,600.0000 2,600.00 0.250 650.00 1.000 2,600.00 14 TRAFFIC CONTROL SYSTEM LS 15,000.0000 15,000.00 0.150 2,250.00 1.000 15,000.00 15 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 1,400.00 17.000 1,700.00 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,800.0000 5,400.00 1.000 1,800.00 3.000 5,400.00 17 TEMPORARY RAILING (TYPE K) LF 24.0000 22,080.00 184.000 4,416.00 920.000 22,080.00 18 TEMPORARY CRASH CUSHION MODULE EA 220.0000 3,080.00 3.000 660.00 17.000 3,740.00 19 REMOVE OVERSIDE DRAIN EA 1,400.0000 2,800.00 2.000 2,800.00 20 RESET MILEPOST MARKER EA 250.0000 250.00 1.000 250.00 1.000 250.00 21 RESET CULVERT MARKER EA 250.0000 250.00 1.000 250.00 1.000 250.00 22 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 500.00 2.000 500.00 2.000 500.00 PROGRAM CAS145 PAGE 2 DATE 12/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472104 TIME 11:46 AM ESTIMATE NO. 07 BID OPENING 08/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 12/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 12,240.00 1,388.000 16,656.00 1,388.000 16,656.00 24 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 25 ROADWAY EXCAVATION CY 100.0000 5,000.00 84.000 8,400.00 26 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 27 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 22.0000 48,400.00 2,200.000 48,400.00 F) 28 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 25.0000 37,500.00 1,500.000 37,500.00 F) 29 SAND BACKFILL CY 233.0000 1,864.00 8.000 1,864.00 8.000 1,864.00 30 CLASS 2 CONCRETE BACKFILL CY 185.0000 14,060.00 76.000 14,060.00 F) 31 LEAN CONCRETE BACKFILL CY 130.0000 13,000.00 100.000 13,000.00 F) 32 IMPORTED BORROW CY 25.0000 1,175.00 0.000 0.00 33 EROSION CONTROL (COMPOST BLANKET) CY 127.0000 7,112.00 56.000 7,112.00 56.000 7,112.00 34 HOT MIX ASPHALT (TYPE A) TON 222.0000 39,960.00 399.240 88,631.28 399.240 88,631.28 35 HOT MIX ASPHALT (OPEN GRADED) TON 180.0000 23,400.00 71.390 12,850.20 71.390 12,850.20 36 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 4,600.0000 2,760.00 0.800 3,680.00 0.800 3,680.00 PAVEMENT INTERLAYER) 37 GEOSYNTHETIC PAVEMENT INTERLAYER LF 2.0500 738.00 2,375.000 4,868.75 2,375.000 4,868.75 38 DATA CORE LS 3,100.0000 3,100.00 0.000 0.00 39 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 20.0000 860.00 43.000 860.00 43.000 860.00 40 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 8,800.00 440.000 8,800.00 440.000 8,800.00 41 TACK COAT TON 5,300.0000 3,180.00 0.600 3,180.00 0.600 3,180.00 42 STEEL SOLDIER PILE (W 14X159) LF 115.0000 125,580.00 1,091.420 125,513.30 43 30" DRILLED HOLE LF 73.0000 73,365.00 1,062.170 77,538.41 44 TIEBACK ANCHOR EA 3,000.0000 135,000.00 45.000 135,000.00 45 STRUCTURAL CONCRETE, RETAINING WALL CY 530.0000 34,980.00 66.000 34,980.00 F) 46 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 30,100.00 30,100.000 30,100.00 F) 47 TIMBER LAGGING MFBM 2,900.0000 75,400.00 28.160 81,664.00 F) 48 CLEAN AND PAINT STEEL SOLDIER PILING LS 40,000.0000 40,000.00 1.000 40,000.00 49 PERMEABLE MATERIAL, CLASS 1 CY 95.0000 13,775.00 145.000 13,775.00 F) PROGRAM CAS145 PAGE 3 DATE 12/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472104 TIME 11:46 AM ESTIMATE NO. 07 BID OPENING 08/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 12/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 105.0000 2,415.00 23.000 2,415.00 23.000 2,415.00 (.079" THICK) 51 ENTRANCE TAPER EA 300.0000 600.00 0.000 0.00 52 8" ANCHOR ASSEMBLY EA 125.0000 250.00 2.000 250.00 2.000 250.00 53 JACKED 12" WELDED STEEL PIPE LF 430.0000 21,500.00 0.000 0.00 (.250" THICK) 54 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 630.0000 1,260.00 2.000 1,260.00 2.000 1,260.00 55 ROCK SLOPE PROTECTION (LIGHT, METHOD A) CY 630.0000 1,260.00 2.000 1,260.00 56 ROCK SLOPE PROTECTION FABRIC LF 1.7500 315.00 135.000 236.25 180.000 315.00 57 DELINEATOR (CLASS 1) EA 25.0000 100.00 4.000 100.00 4.000 100.00 58 OBJECT MARKER (TYPE P) EA 35.0000 70.00 2.000 70.00 2.000 70.00 59 METAL BEAM GUARD RAILING (SPECIAL) LF 220.0000 55,000.00 25.000 5,500.00 250.000 55,000.00 60 METAL BEAM GUARD RAILING (6'WOOD POST) LF 26.0000 7,020.00 270.000 7,020.00 270.000 7,020.00 61 METAL BEAM GUARD RAILING (7' WOOD POST) LF 56.0000 1,680.00 30.000 1,680.00 30.000 1,680.00 62 CABLE RAILING LF 27.0000 5,535.00 205.000 5,535.00 F) 63 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,900.0000 7,800.00 2.000 7,800.00 2.000 7,800.00 64 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,712.50 2,133.000 2,666.25 2,133.000 2,666.25 65 THERMOPLASTIC PAVEMENT MARKING SQFT 20.2500 850.50 42.000 850.50 42.000 850.50 66 PAVEMENT MARKER EA 50.0000 1,450.00 34.000 1,700.00 34.000 1,700.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 12/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472104 TIME 11:46 AM ESTIMATE NO. 07 BID OPENING 08/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 12/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 199,666.23 1,003,147.19 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 199,666.23 1,003,147.19 67 MOBILIZATION LS 125,000.0000 125,000.00 1.000 125,000.00 ORIGINAL CONTRACT AMOUNT 1,091,837.00 TOTAL WORK COMPLETED 199,666.23 1,128,147.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,183.70 -20,000.00 TOTAL 195,482.53 1,108,147.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 067 MOBILIZATION 109,183.70 125,000.00 15,816.30 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 10/08/09 130 05/04/10 10/23/09 11/12/10 129 133 0 0 100% 100% OSIER, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 12/10/10