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.11 TIME 02:31 PM R.E. NAME: COOPER, CHEE 04-447904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0021 2,632.55 E.W. @ F.A.(+) 040111 N 0138.0 0022 360.77 042911 N 0147.0 2,993.32 TOTAL THIS ESTIMATE 120,323.07 TOTAL PREVIOUS ESTIMATE 123,316.39 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.11 TIME 02:31 PM R.E. NAME: COOPER, CHEE 04-447904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS DBE TRUCKING -10,000.00 11 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-447904 TIME 02:31 PM ESTIMATE NO. 11 BID OPENING 06/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 06/21/11 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-238-0.0/12.6 ----------------------- TOP GRADE CONTRUCTION, INC IN ALAMEDA COUNTY IN FREMONT AND 50 CONTRACTORS STREET UNION CITY LIVERMORE, CA 94551 FED. AID NO. ACNH-P238(9)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.250 750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 300.0000 123,000.00 16.000 4,800.00 164.000 49,200.00 04 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 0.040 1,800.00 0.350 15,750.00 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.020 60.00 0.670 2,010.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE LF 7.0000 1,400.00 200.000 1,400.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 6,400.00 0.000 0.00 08 TEMPORARY COVER SQYD 7.0000 700.00 1,111.110 7,777.77 1,261.110 8,827.77 09 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,800.00 20.000 6,000.00 24.000 7,200.00 10 STREET SWEEPING LS 35,000.0000 35,000.00 0.100 3,500.00 0.460 16,100.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.500 1,000.00 1.000 2,000.00 12 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.700 12,600.00 13 TRAFFIC CONTROL SYSTEM LS 278,000.0000 278,000.00 0.100 27,800.00 0.500 139,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,200.0000 4,200.00 0.500 2,100.00 15 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 14,000.00 33,131.000 6,626.20 STRIPE (HAZARDOUS WASTE) 16 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 0.9200 984.40 0.000 0.00 MARKING (HAZARDOUS WASTE) 17 REMOVE WOOD FENCE LF 7.0000 1,400.00 151.000 1,057.00 18 REMOVE METAL BEAM GUARD RAILING LF 10.5000 8,400.00 0.000 0.00 19 REMOVE FLARED END SECTION EA 1,100.0000 1,100.00 0.000 0.00 20 REMOVE ROADSIDE SIGN EA 85.0000 850.00 1.000 85.00 21 REMOVE SIGN PANEL EA 220.0000 220.00 0.000 0.00 22 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 6,930.00 1,667.000 1,500.30 1,667.000 1,500.30 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-447904 TIME 02:31 PM ESTIMATE NO. 11 BID OPENING 06/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: COOPER, CHEE 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 CULVERT LF 250.0000 1,500.00 6.000 1,500.00 24 REMOVE INLET EA 550.0000 1,100.00 1.000 550.00 25 REMOVE CONCRETE PAVEMENT SQYD 3.0000 20,910.00 -746.110 -2,238.33 2,738.890 8,216.67 26 RESET MAILBOX EA 600.0000 600.00 1.000 600.00 27 RELOCATE ROADSIDE SIGN EA 255.0000 1,020.00 0.000 0.00 28 RELOCATE WATER METER EA 850.0000 850.00 0.000 0.00 29 ADJUST FIRE HYDRANT EA 450.0000 450.00 0.000 0.00 30 MODIFY INLET EA 2,500.0000 2,500.00 0.000 0.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9500 382,850.00 152,511.470 144,885.90 152,511.470 144,885.90 32 REMOVE CONCRETE (CURB, GUTTER, AND CY 105.0000 51,450.00 30.410 3,193.05 163.330 17,149.65 SIDEWALK) 33 CAP INLET EA 1,300.0000 1,300.00 1.000 1,300.00 34 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 35 ROADWAY EXCAVATION CY 8.0000 34,480.00 -166.200 -1,329.60 1,988.800 15,910.40 36 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 37 DITCH EXCAVATION CY 30.0000 240.00 0.000 0.00 38 IMPORTED MATERIAL (SHOULDER BACKING) TON 85.0000 4,420.00 0.000 0.00 39 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.5000 10,455.00 -746.110 -1,119.17 2,738.890 4,108.34 40 FIBER ROLLS LF 2.0000 300.00 75.000 150.00 41 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 3.0000 1,200.00 0.000 0.00 42 CLASS 2 AGGREGATE BASE CY 38.0000 47,120.00 620.000 23,560.00 43 LEAN CONCRETE BASE CY 205.0000 16,400.00 0.000 0.00 44 ASPHALT-RUBBER BINDER TON 1,200.0000 1,272,000.00 0.000 0.00 45 SCREENINGS (HOT-APPLIED) TON 69.0000 565,800.00 0.000 0.00 46 REPLACE ASPHALT CONCRETE SURFACING CY 151.5000 1,234,725.00 308.510 46,739.27 5,634.350 853,604.03 47 HOT MIX ASPHALT (TYPE A) TON 60.5000 321,255.00 2,505.770 151,599.09 2,505.770 151,599.09 48 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 4,709,000.00 11,257.120 956,855.20 11,257.120 956,855.20 49 DATA CORE LS 5,500.0000 5,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-447904 TIME 02:31 PM ESTIMATE NO. 11 BID OPENING 06/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: COOPER, CHEE 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 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 5,800.00 0.000 0.00 51 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 1,800.00 0.000 0.00 52 TACK COAT TON 700.0000 119,000.00 33.460 23,422.00 33.460 23,422.00 53 JOINTED PLAIN CONCRETE PAVEMENT CY 280.0000 36,400.00 0.000 0.00 54 SEAL PAVEMENT JOINT LF 5.0000 1,800.00 0.000 0.00 55 SEAL ISOLATION JOINT LF 5.0000 1,300.00 0.000 0.00 56 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 75,600.00 1.310 1,572.00 7.940 9,528.00 F) 57 MINOR CONCRETE (BACKFILL) CY 300.0000 600.00 1.650 495.00 58 RETAINING WALL STEM (TYPE 6) SQFT 40.0000 28,000.00 0.000 0.00 59 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,087.50 0.000 0.00 (0.063"-UNFRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 337.50 0.000 0.00 (0.063"-FRAMED) 61 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 635.50 0.000 0.00 (0.080"-FRAMED) 62 ROADSIDE SIGN - ONE POST EA 205.0000 1,640.00 0.000 0.00 63 ROADSIDE SIGN - TWO POST EA 255.0000 765.00 0.000 0.00 64 12" ALTERNATIVE PIPE CULVERT LF 85.0000 1,700.00 20.000 1,700.00 65 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 105.0000 5,775.00 54.200 5,691.00 66 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 80.0000 206,400.00 0.000 0.00 67 48" REINFORCED CONCRETE PIPE LF 650.0000 5,200.00 0.000 0.00 68 MINOR CONCRETE (CHANNEL LINING) CY 650.0000 2,600.00 0.000 0.00 69 MINOR CONCRETE (MISCELLANEOUS CY 400.0000 196,000.00 212.740 85,096.00 394.520 157,808.00 CONSTRUCTION) 70 CURB RAMP DETECTABLE WARNING SURFACE EA 460.0000 29,900.00 35.000 16,100.00 35.000 16,100.00 71 MISCELLANEOUS IRON AND STEEL LB 2.6000 12,383.80 502.000 1,305.20 1,721.000 4,474.60 F) 72 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 55.0000 825.00 0.000 0.00 73 GUARD RAILING DELINEATOR EA 9.5000 228.00 0.000 0.00 74 OBJECT MARKER EA 45.0000 180.00 0.000 0.00 75 OBJECT MARKER (TYPE K-1) EA 35.0000 2,310.00 0.000 0.00 76 METAL BEAM GUARD RAILING LF 23.0000 18,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-447904 TIME 02:31 PM ESTIMATE NO. 11 BID OPENING 06/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: COOPER, CHEE 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 TRANSITION RAILING (TYPE WB) EA 3,250.0000 6,500.00 0.000 0.00 78 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 0.000 0.00 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 9,200.00 0.000 0.00 80 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 38,760.00 0.000 0.00 81 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 19,602.00 0.000 0.00 82 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 9,480.00 0.000 0.00 83 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 43,400.00 0.000 0.00 84 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 222.00 0.000 0.00 85 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8500 7,585.00 0.000 0.00 86 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 100.0000 100.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 87 SIGNAL AND LIGHTING (LOCATION 1) LS 130,000.0000 130,000.00 0.100 13,000.00 0.900 117,000.00 88 SIGNAL AND LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.940 117,500.00 89 SIGNAL AND LIGHTING (LOCATION 3) LS 124,000.0000 124,000.00 0.970 120,280.00 90 LOOP DETECTOR REPLACEMENT LS 240,000.0000 240,000.00 0.130 31,200.00 0.160 38,400.00 91 ADJUST PULL BOX EA 250.0000 250.00 1.000 250.00 1.000 250.00 PROGRAM CAS145 PAGE 5 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-447904 TIME 02:31 PM ESTIMATE NO. 11 BID OPENING 06/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: COOPER, CHEE 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 1,524,768.68 3,066,094.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,993.32 123,316.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,527,762.00 3,189,410.54 92 MOBILIZATION LS 1133,000.0000 1,133,000.00 0.200 226,600.00 0.950 1,076,350.00 ORIGINAL CONTRACT AMOUNT 11,898,075.70 TOTAL WORK COMPLETED 1,754,362.00 4,265,760.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,744,362.00 4,255,760.54 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 07/22/10 410 08/06/10 08/06/10 06/14/12 164 54 0 0 35% 40% PROGRESS IS SATISFACTORY COOPER, CHEE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11