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 11/21/13 EST. NO.11 TIME 03:25 PM R.E. NAME: WIDJAJA, DANIEL 07-251604 --------------------------------------------------------------------------- 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 0144 1,224.06 E.W. @ F.A.(+) 082812 N 0101.5 0145 2,303.51 082812 N 0102.6 0146 1,703.87 082912 N 0103.5 0151 1,255.33 091212 N 0108.4 6,486.77 TOTAL THIS ESTIMATE 621,417.87 TOTAL PREVIOUS ESTIMATE 627,904.64 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 11/21/13 EST. NO.11 TIME 03:25 PM R.E. NAME: WIDJAJA, DANIEL 07-251604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPEN LN CLOSURE -107,275.00 05 LATE OPEING LN CLOS 107,275.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 03:25 PM ESTIMATE NO. 11 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 LOCATION PROGRESS ESTIMATE 07-LA-14-32.1/52.6 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN SANTA LE P O BOX 1489 CLARITA FROM 0.3 MILE NORTH OF SUN VALLEY CA 913531489 SANTA CLARA RIVER BRIDGE TO 0.4 MILE NORTH OF SIERRA HIGHWAY OVERCROSSING. FED. AID NO. NH-P014(69)E SLAB REPLACEMENT GRINDING & HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000 002 TIME-RELATED OVERHEAD LS 660,000.0000 660,000.00 1.000 660,000 003 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 004 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 1.000 2,500 PROGRAM 005 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 1.000 1,500 006 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 11,200.00 280.000 39,200 007 STREET SWEEPING LS 35,000.0000 35,000.00 1.000 35,000 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000 009 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.980 14,700 010 TRAFFIC CONTROL SYSTEM LS 685,000.0000 685,000.00 1.000 685,000 011 REMOVE METAL BEAM GUARD RAILING LF 10.0000 120.00 12.000 120 012 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 2,790.00 1,011.000 3,033 013 REPLACE UNDERLYING BASE CY 38.0000 68,400.00 0.000 0 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2900 331,530.00 287,400.000 370,746 015 REMOVE UNSOUND CONCRETE CF 200.0000 4,000.00 25.000 5,000 016 ROADWAY EXCAVATION CY 20.2500 56,700.00 2,177.780 44,100 017 LEAD COMPLIANCE PLAN LS 500.0000 500.00 1.000 500 018 AGGREGATE BASE (APPROACH SLAB) CY 257.0000 84,553.00 52.400 13,466 019 CLASS 3 AGGREGATE BASE CY 30.9000 30,282.00 0.000 0 020 LEAN CONCRETE BASE RAPID SETTING CY 240.0000 602,400.00 641.140 153,873 021 CRACK TREATMENT LNMI 5,020.0000 150,600.00 29.498 148,079 022 REPLACE ASPHALT CONCRETE SURFACING CY 178.0000 147,740.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 03:25 PM ESTIMATE NO. 11 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT TON 72.7500 2,880,900.00 40,531.420 2,948,660 024 DATA CORE LS 10,300.0000 10,300.00 1.000 10,300 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.9000 4,557.00 1,011.000 4,953 026 TACK COAT TON 550.0000 33,000.00 60.000 33,000 027 JOINTED PLAIN CONCRETE PAVEMENT CY 238.0000 280,840.00 282.000 67,116 (RAMP TERMINI W/RAPID STRENGTH CONCRETE) 028 INDIVIDUAL SLAB REPLACEMENT CY 307.0000 11,052,000.00 41,211.000 12,651,777 (RAPID STRENGTH CONCRETE) 029 SEAL PAVEMENT JOINT LF 2.9000 539,400.00 179,324.000 520,039 030 SEAL ISOLATION JOINT LF 2.9000 205,900.00 87,627.000 254,118 031 TIE BAR EA 11.5500 698,775.00 3,225.000 37,248 032 DOWEL BAR (DRILL AND BOND) EA 14.2000 1,547,800.00 118,479.000 1,682,401 033 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 455.0000 177,450.00 0.000 0 034 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.7900 1,761,360.00 1,151,433.000 2,061,065 035 GRIND EXISTING CONCRETE SQYD 3.8800 4,190,400.00 1,110,252.000 4,307,777 PAVEMENT 036 STRUCTURAL CONCRETE, APPROACH SLAB CY 752.0000 2,455,280.00 576.900 433,828 (TYPE R) 037 PAVING NOTCH EXTENSION CF 187.0000 406,725.00 360.000 67,320 038 RAPID SETTING CONCRETE PATCH CF 440.0000 8,800.00 25.000 11,000 039 JOINT SEAL (MR 1/2") LF 65.0000 50,310.00 762.000 49,530 040 JOINT SEAL (MR 1") LF 82.0000 136,284.00 1,651.000 135,382 041 JOINT SEAL (MR 2") LF 123.0000 60,270.00 492.000 60,516 042 METAL BEAM GUARD RAILING (WOOD POST) LF 22.8000 21,204.00 939.500 21,420 043 END ANCHOR ASSEMBLY (TYPE SFT) EA 740.0000 740.00 1.000 740 044 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 191,290.00 3,401.000 1,598.47 406,999.900 191,289 045 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 12,798.00 500.000 790.00 7,529.400 11,896 046 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 2,835.00 1,960.000 2,058 (BROKEN 12-3) 047 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 27,600.00 7,050.600 25,946 048 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 45,440.00 4,136.600 1,323.71 142,000.050 45,440 (BROKEN 36-12) 049 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 544.00 3,106.000 993 (BROKEN 17-7) PROGRAM CAS145 PAGE 3 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 03:25 PM ESTIMATE NO. 11 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 9,660.00 10,301.000 10,816 (BROKEN 36-11.5) 051 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3400 236,640.00 700,846.400 238,287 052 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 34,335.00 3,295.000 10,379.25 10,111.600 31,851 053 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5700 5,024.00 1,002.000 1,573.14 12,090.000 18,981 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 72,864.00 10,649.000 39,188 055 PAVEMENT MARKER EA 13.6000 349,520.00 17,792.000 241,971 (RETROREFLECTIVE-RECESSED) 056 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,575.0000 1,575.00 1.000 1,575 SYSTEM ELEMENTS DURING CONSTRUCTION 057 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 88,670.0000 88,670.00 1.000 88,670 058 MODIFY SIGNAL LS 22,785.0000 22,785.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 03:25 PM ESTIMATE NO. 11 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,664.57 28,522,981.54 ADJUSTMENT OF COMPENSATION 0.00 416,129.05 EXTRA WORK 6,486.77 211,775.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,151.34 29,150,886.18 059 MOBILIZATION LS 405,000.0000 405,000.00 1.000 405,000 ORIGINAL CONTRACT AMOUNT 30,971,190.00 TOTAL WORK COMPLETED 22,151.34 29,555,886.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 22,151.34 29,555,886.18 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 02/14/12 75 04/18/12 04/16/12 12/31/13 91 150 16 0 96% 100% PROGRESS IS SATISFACTORY TIME EXTENSION PENDING WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/13