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 02/26/10 EST. NO.06 TIME 08:34 AM R.E. NAME: BERGEVIN, MIKE 08-0H7904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0003 3,589.76 E.W. @ F.A.(+) 100909 N 003 0 0004 704.57 101209 N 004 0 007 0001 578.31 E.W. @ F.A.(+) 110509 N 001 0 0002 374.62 110609 N 002 0 0003 596.27 110909 N 003 0 008 0002 1,150.40 E.W. @ F.A.(+) 113009 N 002 0 0003 6,272.17 120109 N 003 0 0004 4,826.62 120209 N 004 0 18,092.72 TOTAL THIS ESTIMATE 4,231.13 TOTAL PREVIOUS ESTIMATE 22,323.85 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 02/26/10 EST. NO.06 TIME 08:34 AM R.E. NAME: BERGEVIN, MIKE 08-0H7904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 1/4/10 CONC. PVMNT -51,000.00 05 1/8/10 CONC. PVMNT -13,549.00 05 1/4/10 CONC. PVMNT 49,950.00 06 1/8/10 CONC. PVMNT 13,549.00 06 63,499.00 -1,050.00 TOTAL DEDUCTIONS 63,499.00 -1,050.00 PROGRAM CAS145 PAGE 1 DATE 02/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0H7904 TIME 08:34 AM ESTIMATE NO. 06 BID OPENING 05/21/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 02/26/10 LOCATION PROGRESS ESTIMATE 08-SBD-15-5.0/5.8 ----------------- POWELL CONSTRUCTORS IN SAN BERNARDINO COUNTY IN RANCHO 8555 BANANA AVENUE CUCAMONGA FROM FOOTHILL BOULEVARD FONTANA, CA 92335 TO CHURCH STREET. FED. AID NO. N O N E WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 500.00 1.000 250.00 02 TEMPORARY FENCE (TYPE ESA) LF 2.0000 6,000.00 1,306.000 2,612.00 03 CONSTRUCTION SITE MANAGEMENT LS 6,000.0000 6,000.00 0.080 480.00 0.920 5,520.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.050 50.00 0.900 900.00 PREVENTION PLAN 05 TEMPORARY EROSION CONTROL BLANKET SQYD 10.0000 3,500.00 176.000 1,760.00 06 TEMPORARY FIBER ROLL LF 4.0000 3,360.00 0.000 0.00 07 TEMPORARY COVER SQYD 1.0000 400.00 0.000 0.00 08 TEMPORARY CHECK DAM LF 16.0000 1,600.00 91.000 1,456.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,800.00 8.000 2,400.00 10 STREET SWEEPING LS 500.0000 500.00 0.500 250.00 0.500 250.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 0.100 300.00 0.930 2,790.00 12 TEMPORARY SOIL BINDER SQYD 0.5000 500.00 0.000 0.00 13 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.100 200.00 0.900 1,800.00 14 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.100 2,000.00 0.770 15,400.00 15 TEMPORARY PAVEMENT MARKER EA 3.5000 2,730.00 906.000 3,171.00 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 4,000.00 0.080 320.00 0.920 3,680.00 17 TEMPORARY RAILING (TYPE K) LF 15.0000 26,100.00 87.000 1,305.00 1,566.000 23,490.00 18 TEMPORARY CRASH CUSHION MODULE EA 300.0000 4,200.00 27.000 8,100.00 19 TEMPORARY TRAFFIC SCREEN LF 3.0000 5,220.00 0.000 0.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 4,000.00 2,400.000 2,400.00 STRIPE 21 REMOVE TRAFFIC STRIPE LF 0.5000 3,300.00 7,200.000 3,600.00 22 REMOVE PAVEMENT MARKING SQFT 2.0000 980.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0H7904 TIME 08:34 AM ESTIMATE NO. 06 BID OPENING 05/21/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 02/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,894.00 2,750.000 1,650.00 24 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,225.00 0.000 0.00 25 REMOVE PAVEMENT MARKER EA 1.0000 830.00 906.000 906.00 26 REMOVE SIGN STRUCTURE EA 4,500.0000 4,500.00 1.000 4,500.00 27 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 2,790.00 928.000 2,784.00 928.000 2,784.00 28 REMOVE INLET EA 500.0000 1,500.00 3.000 1,500.00 29 RESET ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN-TWO POST EA 450.0000 900.00 1.000 450.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 14,750.00 5,779.000 14,447.50 5,779.000 14,447.50 32 CLEARING AND GRUBBING LS 1,500.0000 1,500.00 0.050 75.00 1.000 1,500.00 33 ROADWAY EXCAVATION CY 25.0000 32,750.00 150.300 3,757.50 1,502.600 37,565.00 34 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 35 STRUCTURE EXCAVATION (RETAINING WALL) CY 8.0000 2,400.00 93.100 744.80 36 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 2,000.00 113.100 2,262.00 37 IMPORTED BORROW CY 0.1000 40.00 0.000 0.00 38 CLASS 2 AGGREGATE BASE CY 50.0000 13,000.00 232.500 11,625.00 39 LEAN CONCRETE BASE CY 140.0000 49,000.00 341.100 47,754.00 40 HOT MIX ASPHALT (TYPE A) (BOND BREAKER) TON 160.0000 22,400.00 151.160 24,185.60 41 HOT MIX ASPHALT (TYPE A) TON 95.0000 127,300.00 1,314.980 124,923.10 1,314.980 124,923.10 42 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 2,240.00 0.000 0.00 43 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.0000 280.00 0.000 0.00 44 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 123,080.00 726.900 123,573.00 45 SEAL PAVEMENT JOINT LF 4.0000 12,000.00 0.000 0.00 46 SEAL LONGITUDINAL ISOLATION JOINT LF 18.0000 27,900.00 0.000 0.00 47 REPAIR SPALLED JOINTS SQYD 100.0000 1,800.00 0.000 0.00 48 GRIND EXISTING CONCRETE SQYD 5.0000 10,350.00 2,070.000 10,350.00 PAVEMENT 49 STRUCTURAL CONCRETE, RETAINING WALL CY 700.0000 30,100.00 52.400 36,680.00 PROGRAM CAS145 PAGE 3 DATE 02/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0H7904 TIME 08:34 AM ESTIMATE NO. 06 BID OPENING 05/21/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 02/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 9,450.00 4.850 7,275.00 51 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 6,600.00 3,990.000 7,980.00 52 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.5000 160,600.00 24,254.000 133,397.00 24,254.000 133,397.00 53 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 8,760.00 24,254.000 7,276.20 24,254.000 7,276.20 54 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 5,700.00 380.000 5,700.00 380.000 5,700.00 55 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 242.00 0.000 0.00 (0.063"-FRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 300.00 0.000 0.00 (0.080"-FRAMED) 57 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 39,600.00 66.000 39,600.00 (SIGN FOUNDATION) 58 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0.00 59 ROADSIDE SIGN - TWO POST EA 450.0000 450.00 0.000 0.00 60 18" CORRUGATED STEEL PIPE (.079" THICK) LF 120.0000 21,600.00 34.000 4,080.00 61 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,400.0000 1,260.00 0.000 0.00 62 MISCELLANEOUS IRON AND STEEL LB 1.0000 980.00 0.000 0.00 63 DELINEATOR (CLASS 1) EA 35.0000 1,715.00 0.000 0.00 64 METAL BEAM GUARD RAILING LF 30.0000 6,900.00 265.000 7,950.00 265.000 7,950.00 65 CABLE RAILING LF 10.0000 1,200.00 90.000 900.00 120.000 1,200.00 66 TERMINAL SYSTEM (TYPE ET) EA 3,300.0000 3,300.00 2.000 6,600.00 2.000 6,600.00 67 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 2.000 1,600.00 2.000 1,600.00 68 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,470.00 0.000 0.00 69 THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 6,680.00 0.000 0.00 (SPRAYABLE) 70 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 2,580.00 12,350.000 2,470.00 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,140.00 0.000 0.00 72 PAVEMENT MARKER (REFLECTIVE) EA 3.5000 1,120.00 0.000 0.00 73 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.150 75.00 0.850 425.00 SYSTEM ELEMENTS DURING CONSTRUCTION 74 DETECTOR LOOP EA 800.0000 9,600.00 12.000 9,600.00 12.000 9,600.00 75 MODIFY LIGHTING AND SIGN ILLUMINATION LS 18,000.0000 18,000.00 0.074 1,332.00 0.510 9,180.00 PROGRAM CAS145 PAGE 4 DATE 02/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0H7904 TIME 08:34 AM ESTIMATE NO. 06 BID OPENING 05/21/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 02/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 325,322.30 776,312.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 18,092.72 22,323.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 343,415.02 798,636.05 76 MOBILIZATION LS 51,000.0000 51,000.00 0.050 2,550.00 1.000 51,000.00 ORIGINAL CONTRACT AMOUNT 956,216.00 TOTAL WORK COMPLETED 345,965.02 849,636.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 63,499.00 -1,050.00 TOTAL 409,464.02 848,586.05 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 06/24/09 80 09/15/09 10/22/09 03/22/10 60 20 0 0 81% 75% PROGRESS IS SATISFACTORY BERGEVIN, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 02/26/10