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 11/25/09 EST. NO.16 TIME 01:10 PM R.E. NAME: SANDOVAL, MARTIN 07-243904 --------------------------------------------------------------------------- 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 0016 2,237.81 E.W. @ F.A.(+) 091709 N P16 0 0017 1,420.01 092909 N P17 0 0018 4,569.68 100509 N P18 0 0018-1 -4,569.68 100509 N P18 0 DAO CORRECTING ENTRY 0020 1,188.27 100709 N P20 0 0021 3,607.45 091409 N P21 0 0022 674.02 100509 N P22 0 0023 1,548.73 111209 N P23 0 005 0002 -831.53 A.C. @ U.P.(-) 112009 N UP-2 0 015 0001 1,548.61 E.W. @ F.A.(+) 101909 N P1 0 11,393.37 TOTAL THIS ESTIMATE 105,946.69 TOTAL PREVIOUS ESTIMATE 117,340.06 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 11/25/09 EST. NO.16 TIME 01:10 PM R.E. NAME: SANDOVAL, MARTIN 07-243904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNSAT PROGRESS -57,117.01 07 UNSAT PROGRESS 57,117.01 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243904 TIME 01:10 PM ESTIMATE NO. 16 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/25/09 LOCATION PROGRESS ESTIMATE 07-LA-60-0.0/30.5 ----------------- PETERSON CHASE GENERAL IN LOS ANGELES COUNTY AT VARIOUS ENGINEERING LOCATIONS FROM BOYLE STREET 1792 KAISER AVENUE UNDERCROSSING TO 0.3 KM WEST OF IRVINE, CA 92614-5706 RESERVOIR STREET UNDERCROSSING FED. AID NO. ACST-P060(134)E ,PHG-P060(134)E PLACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,250.0000 1,250.00 0.500 625.00 0.750 937.50 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 260,000.00 21.000 21,000.00 276.000 276,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.050 100.00 0.950 1,900.00 04 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 PREVENTION PLAN 05 TEMPORARY SILT FENCE M 6.0000 5,760.00 828.090 4,968.54 06 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,600.00 18.000 3,600.00 07 STREET SWEEPING LS 2,000.0000 2,000.00 0.050 100.00 0.950 1,900.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.100 1,000.00 0.900 9,000.00 09 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.600 4,200.00 S) 10 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.031 6,200.00 0.966 193,200.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.8000 18,278.00 6,878.000 26,136.40 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,200.00 172.000 6,880.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.4000 1,224.00 537.000 1,825.80 S) 14 TEMPORARY RAILING (TYPE K) M 58.0000 174,000.00 2,238.870 129,854.46 S) 15 TEMPORARY CRASH CUSHION MODULE EA 330.0000 52,800.00 165.000 54,450.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 27.0000 15,120.00 39.520 1,067.04 540.460 14,592.42 S) 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.8000 5,796.00 4,472.000 12,521.60 S) 18 REMOVE PAVEMENT MARKER EA 1.2000 1,512.00 2,760.000 3,312.00 S) 19 REMOVE ROADSIDE SIGN EA 150.0000 900.00 0.000 0.00 20 REMOVE SIGN STRUCTURE EA 2,950.0000 35,400.00 6.000 17,700.00 6.000 17,700.00 21 REMOVE SIGN PANEL AND REMOVABLE SIGN M2 875.0000 21,000.00 24.000 21,000.00 24.000 21,000.00 PANEL FRAME 22 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243904 TIME 01:10 PM ESTIMATE NO. 16 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 4.0000 8,160.00 1.070 4.28 1,916.730 7,666.92 24 REMOVE INLET EA 500.0000 500.00 1.000 500.00 25 RECONSTRUCT CABLE RAILING M 300.0000 600.00 2.000 600.00 S) 26 MODIFY INLET EA 2,400.0000 14,400.00 6.000 14,400.00 27 CHECK AND TEST EXISTING IRRIGATION LS 5,000.0000 5,000.00 1.000 5,000.00 SYSTEM 28 REMOVE BRIDGE RAILING M 100.0000 1,200.00 11.730 1,173.00 29 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.050 500.00 0.950 9,500.00 30 ROADWAY EXCAVATION M3 45.0000 162,000.00 3,597.810 161,901.45 31 ROADWAY EXCAVATION (TYPE Z-2) M3 210.0000 84,000.00 397.980 83,575.80 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 33 MULCH M3 190.0000 47,500.00 0.000 0.00 S) 34 CLASS 3 AGGREGATE BASE M3 98.0000 87,220.00 976.700 95,716.60 35 LEAN CONCRETE BASE M3 200.0000 84,000.00 419.050 83,810.00 36 ASPHALT CONCRETE (TYPE B) TONN 110.0000 475,200.00 104.720 11,519.20 2,442.790 268,706.90 37 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 17.0000 6,120.00 388.300 6,601.10 388.300 6,601.10 38 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 17.0000 2,210.00 32.570 553.69 32.570 553.69 39 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 17.0000 5,610.00 327.660 5,570.22 327.660 5,570.22 40 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 17.0000 4,760.00 300.560 5,109.52 300.560 5,109.52 41 CONCRETE PAVEMENT M3 280.0000 235,200.00 838.110 234,670.80 42 SEAL PAVEMENT JOINT M 37.0000 28,120.00 698.000 25,826.00 698.000 25,826.00 43 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 12,750.00 676.970 10,154.55 44 TIE BAR (DRILL AND BOND) EA 1.0000 3,630.00 3,630.000 3,630.00 45 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 197.0000 388,090.00 1,969.400 387,971.80 S) PILING 46 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 17,040.00 9.940 23,856.00 F) 47 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 14,484.00 1,207.000 14,484.00 1,207.000 14,484.00 F) WITH WALKWAY) 48 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,828.00 0.000 0.00 SF)WITH WALKWAY) 49 FURNISH REMOVABLE SIGN PANEL FRAME KG 12.0000 3,840.00 316.000 3,792.00 WITH SIGN PANELS ATTACHED PROGRAM CAS145 PAGE 3 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243904 TIME 01:10 PM ESTIMATE NO. 16 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FURNISH SIGN STRUCTURE (TRUSS) KG 11.4000 1,851,132.00 75,130.000 856,482.00 162,380.000 1,851,132.00 F) 51 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 64,952.00 15,750.000 6,300.00 103,000.000 41,200.00 SF) 52 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 98,100.00 296.640 26,697.60 1,089.030 98,012.70 53 FURNISH LAMINATED PANEL SIGN M2 140.0000 54,600.00 11.720 1,640.80 385.530 53,974.20 (25.4 MM-TYPE A) 54 FURNISH LAMINATED PANEL SIGN M2 135.0000 810.00 5.200 702.00 5.200 702.00 (25.4 MM-TYPE B) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 1,800.00 41.820 2,509.20 41.820 2,509.20 (1.6 MM-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 70.0000 140.00 1.440 100.80 1.440 100.80 (2.0 MM-UNFRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 85.0000 255.00 2.040 173.40 2.040 173.40 (1.6 MM-FRAMED) 58 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 540.00 5.940 534.60 5.940 534.60 (2.0 MM-FRAMED) 59 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 350,000.00 136.900 342,250.00 CONCRETE PILE (SIGN FOUNDATION) 60 ROADSIDE SIGN - ONE POST EA 450.0000 2,250.00 5.000 2,250.00 5.000 2,250.00 61 ROADSIDE SIGN - TWO POST EA 800.0000 1,600.00 2.000 1,600.00 2.000 1,600.00 62 INSTALL SIGN PANEL ON EXISTING FRAME M2 18.0000 20,880.00 235.680 4,242.24 1,167.620 21,017.16 63 INSTALL ROADSIDE SIGN PANEL ON EA 400.0000 800.00 0.000 0.00 EXISTING POST 64 600 MM REINFORCED CONCRETE PIPE M 320.0000 99,200.00 380.570 121,782.40 65 80 MM SLOTTED PLASTIC PIPE EDGE DRAIN M 90.0000 31,500.00 319.500 28,755.00 66 80 MM PLASTIC PIPE (EDGE DRAIN) M 100.0000 3,300.00 32.200 3,220.00 32.200 3,220.00 67 100 MM PLASTIC PIPE M 100.0000 800.00 7.800 780.00 68 MINOR CONCRETE (GUTTER) M2 1,480.0000 34,040.00 22.340 33,063.20 69 MISCELLANEOUS IRON AND STEEL KG 4.5000 3,330.00 1,036.000 4,662.00 SF) 70 GUARD RAILING DELINEATOR EA 22.0000 462.00 12.000 264.00 71 METAL BEAM GUARD RAILING M 86.0000 36,120.00 314.760 27,069.36 558.130 47,999.18 S) 72 TRANSITION RAILING (TYPE WB) EA 3,800.0000 15,200.00 3.000 11,400.00 S) 73 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 770.0000 4,620.00 3.000 2,310.00 9.000 6,930.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 1.000 3,400.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 10,800.00 7.000 18,900.00 S) 76 CONCRETE BARRIER (TYPE 60 MOD) M 490.0000 98,000.00 192.320 94,236.80 PROGRAM CAS145 PAGE 4 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243904 TIME 01:10 PM ESTIMATE NO. 16 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 736B MOD) M 750.0000 27,000.00 1.070 802.50 35.170 26,377.50 78 CONCRETE BARRIER (TYPE 736B MOD-A) M 680.0000 163,200.00 245.780 167,130.40 79 CONCRETE BARRIER (TYPE 736 SV MOD) M 680.0000 578,000.00 830.000 564,400.00 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9000 2,014.00 3,333.000 6,332.70 3,333.000 6,332.70 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 1,176.00 541.000 1,298.40 541.000 1,298.40 S) (BROKEN 3.66 M - 0.92 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 3,597.00 3,431.000 3,774.10 3,431.000 3,774.10 S) (BROKEN 10.98 M - 3.66 M) 83 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,365.00 940.000 1,410.00 940.000 1,410.00 S) 84 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,440.00 532.000 2,128.00 532.000 2,128.00 S) 85 LIGHTING (TEMPORARY) LS 107,000.0000 107,000.00 1.000 107,000.00 S) 86 MODIFY SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.038 4,370.00 0.687 79,005.00 S) 87 MODIFY LIGHTING LS 160,000.0000 160,000.00 0.950 152,000.00 S) PROGRAM CAS145 PAGE 5 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-243904 TIME 01:10 PM ESTIMATE NO. 16 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,096,407.75 6,146,953.81 ADJUSTMENT OF COMPENSATION -831.53 -3,702.85 EXTRA WORK 12,224.90 121,042.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,107,801.12 6,264,293.87 88 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 6,591,225.00 TOTAL WORK COMPLETED 1,107,801.12 6,364,293.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,107,801.12 6,364,293.87 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 07/23/08 280 12/26/08 09/16/08 11/30/09 276 19 0 0 91% 99% PROGRESS IS SATISFACTORY PENDING CCO SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 11/25/09