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 07/22/10 EST. NO.02 TIME 10:28 AM R.E. NAME: LEES, CHARLES 01-472804 --------------------------------------------------------------------------- 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 0001 713.71 E.W. @ F.A.(+) 060310 N 1 0 0002 1,900.15 060810 N 002 0 0003 1,469.15 061010 N 0003 0 0004 1,123.40 061110 N 0004 0 0005 324.42 061410 N 0005 0 0006 324.42 061610 N 0006 0 0007 1,496.85 061710 N 0007 0 0008 2,719.28 062110 N 0008 0 0009 2,786.88 062210 N 0009 0 0010 973.24 062310 N 0010 0 0011 993.12 062510 N 0011 0 0012 1,553.98 062810 N 0012 0 0014 850.78 070910 N 0014 0 002 0004 456.06 E.W. @ F.A.(+) 061610 N 0004 0 17,685.44 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 17,685.44 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 07/22/10 EST. NO.02 TIME 10:28 AM R.E. NAME: LEES, CHARLES 01-472804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/10 -5,000.00 02 -5,000.00 -5,000.00 OVERBID ITEMS OVERBID ITEM NO. 047 -4,916.25 01 OVERBID ITEM NO. 047 -4,424.62 02 -4,424.62 -9,340.87 TOTAL DEDUCTIONS -9,424.62 -14,340.87 PROGRAM CAS145 PAGE 1 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472804 TIME 10:28 AM ESTIMATE NO. 02 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: LEES, CHARLES DATE OF THIS ESTIMATE 07/22/10 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-1-95.2/102.4 ----------------------- GREEN RIGHT O WAY CONSTRUCTORS IN MENDOCINO COUNTY NEAR LEGGETT INC AT VARIOUS LOCATIONS FROM 4.6 MI NO P O BOX 1119 OF COTTONEVA CREEK BRIDGE TO 2.6 MI WILLITS CA 95490 SO OF SOUTH FORK EEL RIVER BRIDGE FED. AID NO. ER-43JO(4)E REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.120 180.00 0.250 375.00 03 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.100 100.00 0.900 900.00 PROGRAM 04 TEMPORARY FIBER ROLL LF 5.5000 8,140.00 0.000 0.00 05 TEMPORARY SILT FENCE LF 5.5000 2,805.00 50.000 275.00 650.000 3,575.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 1,650.00 0.000 0.00 07 STREET SWEEPING LS 3,000.0000 3,000.00 0.120 360.00 0.250 750.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,200.0000 1,200.00 0.770 924.00 0.900 1,080.00 09 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.100 450.00 0.900 4,050.00 10 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 0.370 16,650.00 0.500 22,500.00 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,250.0000 4,500.00 1.000 2,250.00 12 TEMPORARY RAILING (TYPE K) LF 25.0000 20,000.00 0.000 0.00 13 REMOVE OVERSIDE DRAIN EA 300.0000 300.00 0.000 0.00 14 REMOVE DOWNDRAIN EA 500.0000 500.00 1.000 500.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 22.0000 3,080.00 94.200 2,072.40 94.200 2,072.40 16 CLEARING AND GRUBBING LS 2,500.0000 2,500.00 0.370 925.00 0.500 1,250.00 17 ROADWAY EXCAVATION CY 11.5000 45,655.00 1,135.400 13,057.10 1,135.400 13,057.10 18 IMPORTED MATERIAL (SHOULDER BACKING) TON 50.0000 650.00 0.000 0.00 19 GEOSYNTHETIC REINFORCED EMBANKMENT SQYD 5.0000 14,850.00 1,703.000 8,515.00 1,703.000 8,515.00 20 EROSION CONTROL (COMPOST BLANKET) CY 150.0000 900.00 0.000 0.00 21 EROSION CONTROL HYDRAULIC SQFT 1.0000 11,200.00 0.000 0.00 MULCH (BONDED FIBER MATRIX) 22 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472804 TIME 10:28 AM ESTIMATE NO. 02 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: LEES, CHARLES DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLASS 2 AGGREGATE BASE CY 55.0000 15,950.00 86.400 4,752.00 86.400 4,752.00 24 HOT MIX ASPHALT (TYPE A) TON 182.0000 47,320.00 95.150 17,317.30 95.150 17,317.30 25 HOT MIX ASPHALT (OPEN GRADED) TON 330.0000 16,830.00 0.000 0.00 26 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 3,200.0000 1,280.00 0.140 448.00 0.140 448.00 PAVEMENT INTERLAYER) 27 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.5000 1,260.00 122.600 551.70 122.600 551.70 28 DATA CORE LS 1,200.0000 1,200.00 0.000 0.00 29 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 7,350.00 0.000 0.00 30 PLACE HOT MIX ASPHALT SQYD 75.0000 187.50 2.700 202.50 2.700 202.50 (MISCELLANEOUS AREA) 31 TACK COAT TON 2,400.0000 720.00 0.000 0.00 32 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 3,400.00 1.700 3,400.00 F) 33 18" ALTERNATIVE PIPE CULVERT LF 70.0000 3,640.00 52.000 3,640.00 34 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 55.0000 11,000.00 150.000 8,250.00 35 8" PERFORATED PLASTIC PIPE LF 10.0000 660.00 60.000 600.00 60.000 600.00 36 8" PLASTIC PIPE LF 10.0000 180.00 16.000 160.00 16.000 160.00 37 CLASS 1 PERMEABLE MATERIAL CY 140.0000 5,600.00 0.000 0.00 (STABILIZATION) 38 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 25.0000 500.00 0.000 0.00 (.079" THICK) 39 12" ENTRANCE TAPER EA 400.0000 400.00 0.000 0.00 40 12" ANCHOR ASSEMBLY EA 250.0000 500.00 0.000 0.00 41 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 65.0000 292.50 3.300 214.50 3.300 214.50 42 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 38.00 13.000 26.00 13.000 26.00 43 MISCELLANEOUS IRON AND STEEL LB 9.0000 1,107.00 0.000 0.00 F) 44 MARKER (CULVERT) EA 70.0000 140.00 0.000 0.00 45 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 6,440.00 0.000 0.00 46 PAVEMENT MARKER EA 62.5000 3,750.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 3 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-472804 TIME 10:28 AM ESTIMATE NO. 02 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: LEES, CHARLES DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 67,780.50 100,436.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 17,685.44 17,685.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 85,465.94 118,121.94 47 MOBILIZATION LS 45,000.0000 45,000.00 0.450 20,250.00 0.950 42,750.00 ORIGINAL CONTRACT AMOUNT 351,675.00 TOTAL WORK COMPLETED 105,715.94 160,871.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,424.62 -14,340.87 TOTAL 96,291.32 146,531.07 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 047 MOBILIZATION 35,167.50 45,000.00 9,832.50 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 01/14/10 100 05/24/10 01/29/10 10/28/10 52 66 3 0 31% 50% PROGRESS IS SATISFACTORY LEES, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/10