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 06/21/11 EST. NO.06 TIME 02:05 PM R.E. NAME: YANG, CHAD 08-497504 --------------------------------------------------------------------------- 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 0001 825.00 E.W. @ F.A.(+) 021511 Y 0002.0 0002 1,637.50 021511 Y 0006.0 0003 750.00 051711 Y 0007.0 005 0001 2,202.31 E.W. @ F.A.(+) 060711 Y 0003.0 008 0002 88.70 E.W. @ F.A.(+) 022111 Y 0009.0 0003 2,275.05 022111 Y 0010.0 0004 1,291.80 022211 Y 0011.0 0007 168.43 022311 Y 0014.0 0008 1,285.35 022811 Y 0015.0 009 0001 2,755.50 E.W. @ L.S.(+) 021711 N 0001 0 13,279.64 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 13,279.64 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 06/21/11 EST. NO.06 TIME 02:05 PM R.E. NAME: YANG, CHAD 08-497504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING SUB CPR -5,000.00 06 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-497504 TIME 02:05 PM ESTIMATE NO. 06 BID OPENING 06/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/21/11 LOCATION PROGRESS ESTIMATE 08-SBD-10-12.0/19.8 ----------------- C C MYERS INC IN SAN BERNARDINO COUNTY IN FONTANA WAHED ABRAHIM, PROJ. MANAGER AND RIALTO FROM 0.4 MILE EAST OF 195-1/2 WEST VALLEY BLVD. ETIWANDA AVENUE OVERCROSSING TO 0.2 BLOOMINGTON, CA 92376 MILE WEST OF RIVERSIDE AVENUE OC FED. AID NO. N O N E CONSTRUCT LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 3,800.0000 912,000.00 18.000 68,400.00 108.000 410,400.00 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.075 1,500.00 0.450 9,000.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.033 165.00 0.665 3,325.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 3.0000 45,000.00 4,470.000 13,410.00 9,860.000 29,580.00 07 TEMPORARY SILT FENCE LF 1.3000 13,000.00 3,600.000 4,680.00 08 TEMPORARY GRAVEL BAG BERM LF 3.0000 4,200.00 735.000 2,205.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 4.500 9,000.00 10 TEMPORARY COVER SQYD 3.0000 6,000.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 8,750.00 39.000 4,875.00 12 STREET SWEEPING LS 20,000.0000 20,000.00 0.000 0.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 6,000.0000 18,000.00 2.000 12,000.00 3.000 18,000.00 14 TEMPORARY SOIL BINDER SQYD 0.2000 3,800.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.030 300.00 0.580 5,800.00 16 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.375 18,750.00 17 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 14,200.00 27,193.000 13,596.50 18 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,855.00 7.000 245.00 81.000 2,835.00 19 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 225.00 0.000 0.00 (LEFT IN PLACE) 20 TEMPORARY PAVEMENT MARKER EA 3.0000 26,100.00 8,315.000 24,945.00 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 20,000.00 2.000 10,000.00 22 TEMPORARY RAILING (TYPE K) LF 9.0000 240,300.00 24,400.000 219,600.00 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-497504 TIME 02:05 PM ESTIMATE NO. 06 BID OPENING 06/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING LF 7.0000 3,920.00 0.000 0.00 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 22,560.00 43,276.000 17,310.40 25 REMOVE PAVEMENT MARKER EA 1.0000 10,100.00 8,358.000 8,358.00 26 REMOVE ROADSIDE SIGN EA 300.0000 900.00 0.000 0.00 27 REMOVE SIGN STRUCTURE EA 2,500.0000 2,500.00 0.000 0.00 28 REMOVE OVERSIDE DRAIN EA 500.0000 1,500.00 0.000 0.00 29 REMOVE CULVERT LF 12.0000 5,040.00 24.100 289.20 206.400 2,476.80 30 RELOCATE ROADSIDE SIGN (WOOD POST) EA 300.0000 2,400.00 8.000 2,400.00 31 REMOVE CONCRETE CY 135.0000 4,860.00 7.200 972.00 22.660 3,059.10 32 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.900 27,000.00 33 ROADWAY EXCAVATION CY 14.0000 488,600.00 14,890.000 208,460.00 34 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 35 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 111,150.00 0.000 0.00 F) 36 STRUCTURE BACKFILL (RETAINING WALL) CY 12.0000 102,000.00 0.000 0.00 F) 37 HIGHWAY PLANTING LS 90,000.0000 90,000.00 0.000 0.00 38 FIBER ROLLS LF 2.0000 8,600.00 0.000 0.00 39 COMPOST (INCORPORATE) SQYD 2.4000 52,800.00 0.000 0.00 40 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0300 5,820.00 0.000 0.00 41 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 42 IRRIGATION SYSTEM LS 175,000.0000 175,000.00 0.000 0.00 43 WATER METER EA 5,000.0000 15,000.00 0.000 0.00 44 12" WELDED STEEL PIPE CONDUIT LF 160.0000 83,200.00 0.000 0.00 (.250" THICK) 45 LEAN CONCRETE BASE CY 82.0000 770,800.00 76.110 6,241.02 76.110 6,241.02 46 HOT MIX ASPHALT TON 570.0000 1,938.00 0.000 0.00 47 HOT MIX ASPHALT (TYPE A BOND BREAKER) TON 84.0000 302,400.00 0.000 0.00 48 PLACE HOT MIX ASPHALT SQYD 110.0000 2,310.00 0.000 0.00 (MISCELLANEOUS AREA) 49 TACK COAT TON 400.0000 20,800.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-497504 TIME 02:05 PM ESTIMATE NO. 06 BID OPENING 06/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINTED PLAIN CONCRETE PAVEMENT CY 105.0000 1,827,000.00 0.000 0.00 51 CONCRETE PAVEMENT CY 400.0000 1,120,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 52 SEAL PAVEMENT JOINT LF 0.7000 45,220.00 0.000 0.00 53 SEAL ISOLATION JOINT LF 4.0000 104,000.00 0.000 0.00 54 GRIND EXISTING CONCRETE SQYD 5.7500 199,525.00 0.000 0.00 PAVEMENT 55 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 961,500.00 0.000 0.00 F) 56 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 55,000.00 25.920 25,920.00 28.320 28,320.00 F) 57 ARCHITECTURAL TEXTURE SQFT 3.0000 81,000.00 0.000 0.00 58 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 198,650.00 0.000 0.00 F) 59 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 200,450.00 0.000 0.00 F) 60 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 15,033.75 0.000 0.00 F) 61 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 11,280.00 0.000 0.00 62 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 880.00 0.000 0.00 (0.063"-UNFRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 640.00 0.000 0.00 (0.080"-UNFRAMED) 64 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 78,000.00 0.000 0.00 (SIGN FOUNDATION) 65 ROADSIDE SIGN (METAL POST-WALL MOUNTED) EA 3,000.0000 6,000.00 0.000 0.00 66 ROADSIDE SIGN - ONE POST EA 420.0000 2,940.00 0.000 0.00 67 INSTALL ROADSIDE SIGN EA 1,200.0000 2,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 68 PREPARE AND STAIN CONCRETE SQFT 1.2500 33,750.00 0.000 0.00 69 18" REINFORCED CONCRETE PIPE LF 100.0000 32,000.00 0.000 0.00 70 24" REINFORCED CONCRETE PIPE LF 75.0000 9,750.00 14.000 1,050.00 138.500 10,387.50 71 24" CORRUGATED STEEL PIPE (.138" THICK) LF 120.0000 25,200.00 109.600 13,152.00 174.000 20,880.00 72 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 120.0000 14,400.00 0.000 0.00 73 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 3,600.00 0.000 0.00 74 PORTLAND CEMENT CONCRETE DIKE (TYPE C) LF 8.0000 34,400.00 0.000 0.00 75 MINOR CONCRETE (MISCELLANEOUS CY 420.0000 5,880.00 4.267 1,792.14 4.267 1,792.14 CONSTRUCTION) 76 PORTLAND CEMENT CONCRETE DIKE (TYPE E) LF 8.0000 29,280.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-497504 TIME 02:05 PM ESTIMATE NO. 06 BID OPENING 06/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (GUTTER) CY 550.0000 71,500.00 0.000 0.00 78 MISCELLANEOUS IRON AND STEEL LB 1.0000 9,780.00 0.000 0.00 F) 79 CHAIN LINK FENCE (TYPE CL-6) LF 90.0000 18,000.00 0.000 0.00 80 6' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 15,750.00 0.000 0.00 81 DELINEATOR (CLASS 1) EA 40.0000 640.00 0.000 0.00 82 MILEPOST MARKER EA 50.0000 450.00 0.000 0.00 83 OBJECT MARKER EA 50.0000 200.00 0.000 0.00 84 METAL BEAM GUARD RAILING (WOOD POST) LF 17.0000 82,110.00 0.000 0.00 85 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 46,800.00 0.000 0.00 86 CABLE RAILING LF 6.0000 25,314.00 0.000 0.00 F) 87 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 0.000 0.00 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 4,600.00 0.000 0.00 89 CRASH CUSHION (ADIEM) EA 10,000.0000 90,000.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60C) LF 37.0000 362,600.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60D) LF 20.0000 84,380.00 0.000 0.00 F) 92 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 28,600.00 0.000 0.00 (SPRAYABLE) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 10,200.00 0.000 0.00 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,920.00 0.000 0.00 95 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 96 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000.00 97 MODIFY TRAFFIC MONITORING STATION LS 8,000.0000 8,000.00 0.400 3,200.00 0.400 3,200.00 98 MODIFY WIRELESS VEHICLE DETECTION SYSTEM LS 18,000.0000 18,000.00 0.000 0.00 99 MODIFY HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 00 MODIFY LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 0.420 73,500.00 0.420 73,500.00 01 MODIFY COMMUNICATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-497504 TIME 02:05 PM ESTIMATE NO. 06 BID OPENING 06/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 230,886.36 1,213,726.46 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,279.64 13,279.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 244,166.00 1,227,006.10 02 MOBILIZATION LS 720,000.0000 720,000.00 0.250 180,000.00 0.750 540,000.00 ORIGINAL CONTRACT AMOUNT 10,705,650.75 TOTAL WORK COMPLETED 424,166.00 1,767,006.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 419,166.00 1,762,006.10 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 11/02/10 330 12/27/10 12/27/10 12/27/11 108 11 0 0 16% 45% PROGRESS IS SATISFACTORY YANG, CHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 06/21/11