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 12/22/09 EST. NO.04 TIME 10:38 AM R.E. NAME: BARRY DUNLAP 05-0K2404 --------------------------------------------------------------------------- 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 0022 243.30 E.W. @ F.A.(+) 103009 N 399-19 0031 364.94 110909 N 399-27 0032 273.70 111009 N 399-28 0033 182.47 111209 N 399-29 0034 243.30 111709 N 399-30 0035 425.76 111809 N 399-31 0036 425.76 111909 N 399-32 0037 121.64 112009 N 399-33 2,280.87 TOTAL THIS ESTIMATE 12,626.67 TOTAL PREVIOUS ESTIMATE 14,907.54 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 12/22/09 EST. NO.04 TIME 10:38 AM R.E. NAME: BARRY DUNLAP 05-0K2404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 022 -6,450.00 01 OVERBID ITEM NO. 022 -4,350.00 02 OVERBID ITEM NO. 022 -1,950.00 03 0.00 -12,750.00 TOTAL DEDUCTIONS 0.00 -12,750.00 PROGRAM CAS145 PAGE 1 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K2404 TIME 10:38 AM ESTIMATE NO. 04 BID OPENING 05/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: BARRY DUNLAP DATE OF THIS ESTIMATE 12/22/09 LOCATION PROGRESS ESTIMATE 05-SCR-9-23.8/24.7 ----------------- 05-SCR-9-7.7/ .0 JOHN MADONNA CONSTRUCTION IN SANTA CRUZ COUNTY AT VARIOUS 05-SCR-9-7.8/ .0 COMPANY INC LOCATIONS FROM 0.1 KM SOUTH OF SAN P O BOX 5310 LORENZO RIVER BRIDGE TO 2.5 KM SAN LUIS OBISPO CA 93405 SOUTH OF ROUTE 9/35 INTERSECTION FED. AID NO. N O N E INSTALL METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 11.0000 5,610.00 432.000 4,752.00 02 CONSTRUCTION SITE MANAGEMENT LS 38,500.0000 38,500.00 0.160 6,160.00 0.910 35,035.00 03 PREPARE STORM WATER POLLUTION LS 3,300.0000 3,300.00 1.000 3,300.00 S) PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 20.0000 7,400.00 156.000 3,120.00 05 TEMPORARY CHECK DAM M 55.0000 1,375.00 0.000 0.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 2,600.00 3.000 1,950.00 07 STREET SWEEPING LS 30,500.0000 30,500.00 0.750 22,875.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,100.0000 3,100.00 0.500 1,550.00 1.000 3,100.00 09 CONSTRUCTION AREA SIGNS LS 3,300.0000 3,300.00 0.550 1,815.00 S) 10 TRAFFIC CONTROL SYSTEM LS 46,000.0000 46,000.00 0.160 7,360.00 0.730 33,580.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,000.0000 13,000.00 0.160 2,080.00 0.730 9,490.00 S) 12 REMOVE MARKER EA 40.0000 400.00 1.000 40.00 10.000 400.00 13 REMOVE METAL BEAM GUARD RAILING M 30.0000 9,600.00 5.000 150.00 313.400 9,402.00 S) 14 REMOVE DELINEATOR EA 20.0000 200.00 10.000 200.00 15 RECONSTRUCT METAL BEAM GUARD RAILING M 825.0000 4,125.00 0.000 0.00 S) 16 RESET MAILBOX EA 335.0000 335.00 0.000 0.00 17 RESET MILEPOST MARKER EA 25.0000 75.00 1.000 25.00 3.000 75.00 18 RESET ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 19 ADJUST WATER VALVE COVER TO GRADE EA 200.0000 600.00 0.000 0.00 20 REMOVE CONCRETE CURB AND SIDEWALK M3 7,600.0000 14,440.00 0.540 4,104.00 1.900 14,440.00 21 REMOVE BRIDGE RAILING M 340.0000 680.00 2.000 680.00 22 CLEARING AND GRUBBING LS 17,000.0000 17,000.00 0.850 14,450.00 PROGRAM CAS145 PAGE 2 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K2404 TIME 10:38 AM ESTIMATE NO. 04 BID OPENING 05/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: BARRY DUNLAP DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 170.0000 95,200.00 4.360 741.20 98.520 16,748.40 24 IMPORTED MATERIAL (SHOULDER BACKING) TONN 165.0000 7,260.00 26.000 4,290.00 25 HIGHWAY PLANTING LS 4,000.0000 4,000.00 0.000 0.00 S) 26 EROSION CONTROL (COMPOST BLANKET) M3 880.0000 8,800.00 0.000 0.00 S) 27 FIBER ROLLS M 70.0000 350.00 0.000 0.00 S) 28 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 S) 29 HOT MIX ASPHALT (TYPE A) TONN 170.0000 171,700.00 221.370 37,632.90 30 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 40.0000 2,520.00 70.000 2,800.00 31 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 40.0000 1,680.00 4.000 160.00 32 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 40.0000 1,880.00 18.000 720.00 33 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 40.0000 1,280.00 23.000 920.00 34 PLACE HOT MIX ASPHALT M2 125.0000 5,500.00 4.500 562.50 (MISCELLANEOUS AREA) 35 MINOR CONCRETE (MINOR STRUCTURE) M3 4,090.0000 81,800.00 1.200 4,908.00 18.600 76,074.00 F) 36 450 MM ALTERNATIVE PIPE CULVERT M 320.0000 5,120.00 14.500 4,640.00 37 600 MM ALTERNATIVE PIPE CULVERT M 1,600.0000 1,600.00 1.000 1,600.00 38 DRAINAGE INLET MARKER EA 270.0000 1,080.00 0.000 0.00 39 MINOR CONCRETE (MISCELLANEOUS M3 1,950.0000 19,500.00 5.000 9,750.00 9.300 18,135.00 CONSTRUCTION) 40 MISCELLANEOUS IRON AND STEEL KG 9.0000 5,580.00 287.000 2,583.00 SF) 41 GUARD RAILING DELINEATOR EA 22.0000 814.00 2.000 44.00 31.000 682.00 42 OBJECT MARKER (TYPE L) EA 50.0000 500.00 4.000 200.00 43 OBJECT MARKER (TYPE P) EA 90.0000 450.00 0.000 0.00 44 METAL BEAM GUARD RAILING (STEEL POST) M 140.0000 32,200.00 5.700 798.00 224.700 31,458.00 S) 45 TRANSITION RAILING (TYPE WB) EA 4,600.0000 18,400.00 4.000 18,400.00 4.000 18,400.00 S) 46 TERMINAL SYSTEM (TYPE ET) EA 4,700.0000 9,400.00 2.000 9,400.00 S) 47 TERMINAL SYSTEM (TYPE SRT) EA 3,500.0000 14,000.00 4.000 14,000.00 4.000 14,000.00 S) 48 CRASH CUSHION SYSTEM (TYPE QUADGUARD) EA 24,000.0000 96,000.00 3.000 72,000.00 5.000 120,000.00 S) 49 THERMOPLASTIC TRAFFIC STRIPE M 10.0000 5,300.00 0.000 0.00 (SPRAYABLE) PROGRAM CAS145 PAGE 3 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K2404 TIME 10:38 AM ESTIMATE NO. 04 BID OPENING 05/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: BARRY DUNLAP DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 240.00 0.000 0.00 51 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,600.0000 5,600.00 0.170 952.00 0.670 3,752.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K2404 TIME 10:38 AM ESTIMATE NO. 04 BID OPENING 05/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: BARRY DUNLAP DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 143,062.20 523,421.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,280.87 14,907.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 145,343.07 538,329.34 52 MOBILIZATION LS 21,500.0000 21,500.00 0.050 1,075.00 1.000 21,500.00 ORIGINAL CONTRACT AMOUNT 833,994.00 TOTAL WORK COMPLETED 146,418.07 559,829.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,750.00 TOTAL 146,418.07 547,079.34 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 022 CLEARING AND GRUBBING 2,000.00 17,000.00 15,000.00 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 08/01/08 325 00/00/00 00/00/00 02/15/11 37 14 0 0 64% 49% PROGRESS IS SATISFACTORY BARRY DUNLAP RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/09