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 06/19/13 EST. NO.24 TIME 01:05 PM R.E. NAME: HISHAM ALNATOUR 06-460604 --------------------------------------------------------------------------- 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 0049 1,515.13 E.W. @ F.A.(+) 112712 N 0049 0 0050 3,003.06 030613 N 0050 0 0051 3,003.06 030713 N 0051 0 0052 1,846.51 030812 N 0052 0 0053 2,746.09 031113 N 0053 0 0054 2,216.64 031213 N 0054 0 0055 2,216.64 031313 N 0055 0 0056 2,216.64 031413 N 0056 0 0057 2,057.23 060611 N 0057 0 0058 3,240.36 060711 N 0058 0 0059 922.84 060811 N 0059 0 0060 1,410.74 060911 N 0060 0 0061 1,891.53 061011 N 0061 0 0062 1,764.84 061111 N 0062 0 0063 1,227.50 061511 N 0063 0 0064 11,065.78 092112 N 000640 0065 1,454.65 070312 N 0065 0 0066 2,688.66 090111 N 2073 0 0067 3,880.31 090211 N 0067 0 0069 2,354.41 091211 N 0069 0 0074 281.94 052512 N 0074 0 009 0014 743.97 E.W. @ F.A.(+) 090611 N 0014 0 0016 993.20 051012 N 0016 0 0017 1,644.24 052212 N 0017 0 0018 696.15 053012 N 0018 0 0019 569.80 053112 N 0019 0 0020 698.66 061412 N 0020 0 0021 830.66 072212 N 0021 0 0022 561.41 072312 N 0022 0 0023 561.36 072712 N 0023 0 0024 637.18 080212 N 0024 0 0025 624.31 052412 N 0025 0 0026 1,571.20 051112 N 0026 0 0027 550.76 080312 N 0027 0 0028 550.76 080612 N 0028 0 0029 501.19 080712 N 0029 0 0030 479.45 080912 N 0030 0 0031 297.23 081012 N 0031 0 0032 340.63 081112 N 0032 0 0033 534.29 091112 N 0033 0 0034 626.04 091212 N 0034 0 0035 625.99 091412 N 0035 0 0036 458.43 091612 N 0036 0 0037 310.83 091712 N 0037 0 0038 755.89 091912 N 0038 0 69,168.19 TOTAL THIS ESTIMATE 301,838.03 TOTAL PREVIOUS ESTIMATE 371,006.22 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 06/19/13 EST. NO.24 TIME 01:05 PM R.E. NAME: HISHAM ALNATOUR 06-460604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANT 15 LDS @ 8300P/D -124,500.00 18 ANT 15 LDS @ 8300P/D -124,500.00 19 MISS CEM 4401 2012 -10,000.00 21 RECD CEM 4401 2012 10,000.00 22 MISS CEM 4401 -10,000.00 23 MISS CEM 2402 F -10,000.00 23 REL 30 ANT LD 8300PD 249,000.00 23 RECD CEM 4401 10,000.00 24 10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 05 RECD PYRL 5,000.00 08 MISS PYRL -1,000.00 10 RECD PYRL #10 1,000.00 11 MISS PYRL -10,000.00 18 MISS PYRL -5,000.00 21 RECD PYRL # 18 10,000.00 24 RECD PYRL # 21 5,000.00 24 15,000.00 0.00 TOTAL DEDUCTIONS 25,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 01:05 PM ESTIMATE NO. 24 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/13 LOCATION SEMI-FINAL ESTIMATE 06-KER-5-0.0/4.6 ------------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY AT FORT TEJON FROM P O BOX 50085 LOS ANGELES COUNTY LINE TO 0.1 MILE WATSONVILLE CA 950775085 NORTH OF GRAPEVINE CREEK BRIDGE FED. AID NO. IM-005-4(186)205 REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,400.0000 5,400.00 1.000 5,400 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 702,000.00 287.000 746,200 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 004 PREPARE STORM WATER POLLUTION LS 300.0000 300.00 1.000 300 PREVENTION PLAN 005 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 13,500.00 27.000 13,500 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 007 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 008 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 009 TRAFFIC CONTROL SYSTEM LS 330,000.1400 330,000.14 1.000 330,000 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.3000 1,157.00 966.000 1,255 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 78,250.00 465,832.000 116,458 012 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 30,520.00 1,308.000 36,624 013 TEMPORARY PAVEMENT MARKER EA 3.8000 21,508.00 7,982.000 30,331 014 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000 015 TEMPORARY RAILING (TYPE K) LF 5.0000 408,500.00 84,350.000 421,750 016 TEMPORARY CRASH CUSHION MODULE EA 310.0000 37,200.00 133.000 41,230 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3800 9,994.00 24,288.000 9,229 STRIPE (HAZARDOUS WASTE) 018 REMOVE ENTRANCE TAPER EA 520.0000 1,040.00 2.000 1,040 019 REMOVE ANCHOR ASSEMBLY EA 520.0000 1,040.00 2.000 1,040 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 87,000.00 373,000.000 111,900 021 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 979.00 890.000 979 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 39,270.00 357,000.000 39,270 PROGRAM CAS145 PAGE 2 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 01:05 PM ESTIMATE NO. 24 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.6000 3,296.00 5,388.000 8,620 024 REMOVE ASPHALT CONCRETE DIKE LF 0.1000 1,450.00 14,500.000 1,450 025 REMOVE DOWNDRAIN LF 40.0000 1,760.00 44.000 1,760 026 REMOVE CONCRETE PAVEMENT CY 35.0000 563,500.00 17,901.880 626,565 027 RECONSTRUCT METAL BEAM GUARD RAILING LF 28.0000 16,240.00 580.000 16,240 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 14,400.00 12,000.000 14,400 029 ROADWAY EXCAVATION CY 14.0000 947,800.00 68,492.000 958,888 030 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 031 CLASS 2 AGGREGATE SUBBASE CY 11.0000 233,200.00 21,488.789 236,376 032 CLASS 2 AGGREGATE BASE CY 16.0000 85,120.00 5,066.000 81,056 033 LEAN CONCRETE BASE CY 85.0000 1,292,000.00 15,290.150 1,299,662 034 HOT MIX ASPHALT (TYPE A) TON 80.0000 552,800.00 6,900.000 552,000 035 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 16,000.00 7,601.250 15,202 036 RUMBLE STRIP STA 50.0000 3,350.00 55.000 2,750 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 760.00 472.500 945 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 27,800.00 15,352.000 30,704 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 460.00 453.000 906 040 PLACE HOT MIX ASPHALT SQYD 140.0000 9,100.00 67.800 9,492 (MISCELLANEOUS AREA) 041 TACK COAT TON 1,250.0000 17,500.00 14.000 17,500 042 JOINTED PLAIN CONCRETE PAVEMENT CY 92.0000 3,624,800.00 39,634.000 3,646,328 043 SHOULDER RUMBLE STRIP STA 65.0000 16,250.00 225.000 14,625 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 044 REPLACE CONCRETE PAVEMENT CY 600.0000 420,000.00 542.930 325,758 (RAPID STRENGTH CONCRETE) 045 SEAL PAVEMENT JOINT LF 1.8000 185,400.00 103,000.000 185,400 046 SEAL ISOLATION JOINT LF 1.5000 36,150.00 24,100.000 36,150 047 GRIND EXISTING CONCRETE SQYD 2.2000 158,840.00 72,200.000 158,840 PAVEMENT 048 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 77.4400 4,956.16 86.000 6,659 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 01:05 PM ESTIMATE NO. 24 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 18" ENTRANCE TAPER EA 1,166.0000 3,498.00 3.000 3,498 050 ANCHOR ASSEMBLY EA 768.9000 2,306.70 3.000 2,306 051 TRANSITION RAILING (TYPE WB) EA 3,300.0000 23,100.00 7.000 23,100 052 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 3,400.00 5.000 3,400 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 11.000 29,700 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 99,840.00 73,591.000 88,309 (RECESSED, BROKEN 36-12) 055 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 17,576.00 5,960.000 15,496 (RECESSED) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 704.00 212.000 233 (RECESSED) (BROKEN 17-7) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 63,240.00 48,374.000 58,048 (RECESSED) 058 PAVEMENT MARKER EA 11.7000 30,654.00 2,229.000 26,079 (RETROREFLECTIVE-RECESSED) 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 550.0000 550.00 1.000 550 SYSTEM ELEMENTS DURING CONSTRUCTION 060 INDUCTIVE LOOP DETECTOR LS 6,000.0000 6,000.00 1.000 6,000 061 MODIFY LIGHTING LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 4 DATE 06/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460604 TIME 01:05 PM ESTIMATE NO. 24 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 10,572,509.55 ADJUSTMENT OF COMPENSATION 0.00 58,160.88 EXTRA WORK 69,168.19 312,845.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,168.19 10,943,515.77 062 MOBILIZATION LS 985,310.0000 985,310.00 1.000 985,310 ORIGINAL CONTRACT AMOUNT 11,429,469.00 TOTAL WORK COMPLETED 69,168.19 11,928,825.77 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 25,000.00 -10,000.00 TOTAL 94,168.19 11,918,825.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/16/11 270 04/12/11 04/12/11 05/20/13 312 213 42 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/13