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 07/21/14 EST. NO.16 TIME 01:19 PM R.E. NAME: WALI WAZIRI 10-0M7804 --------------------------------------------------------------------------- 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 0031 1,644.23 E.W. @ F.A.(+) 112213 N 0147.0 0049 1,425.20 120513 N 0182.0 007 0061 365.12 E.W. @ F.A.(+) 051914 N 582010 0062 413.25 052914 N 516530 0063 403.48 052314 N 582470 0065 563.45 052014 N 582430 0066 561.85 052214 N 582460 0067 1,348.07 052814 N 516510 0068 563.28 060414 N 581860 0069 318.63 061014 N 581900 0070 3,942.69 051614 N 582380 012 0004 554.61 E.W. @ F.A.(+) 060314 N 539600 0005 2,044.24 053014 N 581920 0006 1,800.67 060214 N 539590 0007 497.54 061014 N 581820 013 0016 1,109.23 E.W. @ F.A.(+) 050914 N 516480 0017 1,386.56 051214 N 516490 0018 554.61 051914 N 582390 0019 956.19 053014 N 516540 0021 554.61 052014 N 582420 0022 767.36 052214 N 582450 0023 277.33 052314 N 582480 0024 231.02 052714 N 516500 021 0006 125,740.47 E.W. @ U.P (+) 070214 N 000050 027 0001 657.27 E.W. @ F.A.(+) 040714 N 501900 0002 251.70 040814 N 501930 0003 1,273.62 050114 N 582160 0004 3,461.19 040914 N 501960 0005 6,864.28 041014 N 582260 0006 2,250.22 041114 N 582240 0007 403.13 050514 N 582120 0008 664.77 051914 N 582410 0009 196.59 051314 N 582070 0010 264.06 051914 N 582000 0011 478.08 053014 N 515990 0012 526.61 051214 N 582080 0013 686.71 050814 N 516470 0014 7,784.33 042914 N 582200 0015 8,174.63 050614 N 582090 0017 6,986.34 043014 N 582170 0019 3,531.39 051614 N 582050 0020 1,208.17 052014 N 582440 0021 1,362.76 052214 N 581980 0022 1,592.73 052314 N 581970 0024 461.42 061014 N 539640 028 0001 883.26 E.W. @ F.A.(+) 042914 N 582210 0002 1,070.66 043014 N 582190 030 0001 207,821.82 A.C. @ U.P.(+) 051914 N 000001 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/21/14 EST. NO.16 TIME 01:19 PM R.E. NAME: WALI WAZIRI 10-0M7804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 406,879.43 TOTAL THIS ESTIMATE 1,838,561.50 TOTAL PREVIOUS ESTIMATE 2,245,440.93 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 07/21/14 EST. NO.16 TIME 01:19 PM R.E. NAME: WALI WAZIRI 10-0M7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 REC'ED #5 10,000.00 07 MISSING PAYROLLS -1,000.00 08 MISSING PAYROLLS -1,000.00 09 MISSING PAYROLLS -10,000.00 11 REC'ED #8,9 2,000.00 11 REC'ED PAYROLLS #4 10,000.00 12 REC'ED PAYROLLS#11 10,000.00 13 REC'ED PAYROLLS #6 10,000.00 15 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 LOCATION PROGRESS ESTIMATE 10-SJ-5-25.1/28.6 ----------------- DESILVA GATES CONSTRUCTION LP IN SAN JOAQUIN COUNTY NEAR AND IN P O BOX 2909 THE CITY OF STOCKTON ON I-5 FROM DUBLIN CA 94568 CHARTER WAY TO COUNTRY CLUB BLVD FED. AID NO. ACIM-056(338)E ,470- (338)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.050 500.00 0.450 4,500 002 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,150.00 0.000 0 003 12" TEMPORARY CULVERT LF 80.0000 244,000.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.053 530.00 0.458 4,580 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.552 2,760 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 5.0000 3,000.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 30,000.00 2.000 2,000 008 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 22,000.00 56.000 11,200 009 STREET SWEEPING LS 25,000.0000 25,000.00 0.053 1,325.00 0.448 11,200 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.050 500.00 0.210 2,100 011 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 012 TIME-RELATED OVERHEAD (LS) LS 5,000,000.0000 5,000,000.00 0.053 265,000.00 0.466 2,330,000 013 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.451 18,040 014 TRAFFIC CONTROL SYSTEM LS 271,149.0000 271,149.00 0.019 5,151.83 0.450 122,017 015 TYPE III BARRICADE EA 100.0000 5,500.00 7.000 700.00 33.000 3,300 016 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2500 550,000.00 1,716.000 2,145 017 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 31,360.00 0.000 0 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 44,200.00 116,764.000 58,382 019 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 99,300.00 477.000 14,310 020 TEMPORARY PAVEMENT MARKER EA 4.0000 127,600.00 6,381.000 25,524 021 END OF QUEUE WARNING LS 25,000.0000 25,000.00 0.000 0 022 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.019 475.00 0.450 11,250 PROGRAM CAS145 PAGE 2 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE LIGHTING SYSTEMS LS 25,000.0000 25,000.00 0.000 0 024 TEMPORARY RAILING (TYPE K) LF 6.0000 1,146,000.00 1,360.000 8,160.00 65,790.000 394,740 025 TEMPORARY CRASH CUSHION MODULE EA 200.0000 204,000.00 6.000 1,200.00 317.000 63,400 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 91,400.00 0.000 0 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 29,460.00 10,230.000 30,690 STRIPE (HAZARDOUS WASTE) 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 21,950.00 5,920.000 2,960 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 49,200.00 42,695.000 32,021 030 REMOVE PAVEMENT MARKER EA 2.0000 13,340.00 3,054.000 6,108 031 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0 032 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 2,500.00 1.000 2,500 033 REMOVE PIPE (LF) LF 25.0000 51,250.00 1,803.000 45,075 034 REMOVE DOWNDRAIN (EA) EA 250.0000 1,500.00 5.000 1,250 035 REMOVE INLET EA 500.0000 26,500.00 1.000 500.00 35.000 17,500 036 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 15.0000 1,815,000.00 1,554.000 23,310.00 27,974.330 419,614 037 SALVAGE SINGLE THRIE BEAM BARRIER LF 3.0000 42,600.00 13,904.500 41,713 038 SALVAGE DOUBLE THRIE BEAM BARRIER LF 3.0000 13,350.00 3,837.500 11,512 039 SALVAGE METAL BEAM GUARD RAILING LF 3.0000 29,850.00 6,170.700 18,512 040 RECONSTRUCT SINGLE THRIE BEAM LF 10.0000 2,400.00 0.000 0 BARRIER 041 RESET ROADSIDE SIGN EA 100.0000 1,300.00 3.000 300 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 19,200.00 492.670 9,853 043 REMOVE CONCRETE BARRIER LF 20.0000 14,000.00 700.000 14,000 044 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1000 52,380.00 0.000 0 045 CAP INLET EA 1,000.0000 8,000.00 8.000 8,000 046 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0 047 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.900 180,000 048 ROADWAY EXCAVATION CY 8.0000 1,280,000.00 1,336.000 10,688.00 56,122.890 448,983 049 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER BACKING TON 100.0000 6,000.00 0.000 0 051 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.5000 309,000.00 24,433.080 36,649 CLASS B2 052 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0 053 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0 054 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.043 430.00 0.300 3,000 055 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.150 15,000.00 0.150 15,000 056 CLASS 2 AGGREGATE SUBBASE CY 10.0000 292,000.00 14,536.270 145,362 057 CLASS 2 AGGREGATE BASE (CY) CY 22.0000 1,240,800.00 5,148.540 113,267.88 15,829.740 348,254 058 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 36,900.00 215.700 21,570.00 569.700 56,970 059 LEAN CONCRETE BASE CY 120.0000 212,400.00 131.550 15,786.00 278.290 33,394 060 LEAN CONCRETE BASE RAPID SETTING CY 200.0000 36,000.00 50.030 10,006 061 HOT MIX ASPHALT (TYPE A) TON 75.0000 5,010,000.00 4,614.230 346,067.25 26,065.990 1,954,949 062 SHOULDER RUMBLE STRIP STA 20.0000 7,400.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 063 DATA CORE LS 5,000.0000 5,000.00 0.000 0 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 720.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,830.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 7,910.00 0.000 0 067 PLACE HOT MIX ASPHALT SQYD 50.0000 1,850.00 5,000.000 250,000 (MISCELLANEOUS AREA) 068 TACK COAT TON 1.0000 67.00 8.110 8 069 CONTINUOUSLY REINFORCED CONCRETE CY 198.0000 8,870,400.00 4,655.660 921,820.68 7,072.870 1,400,428 PAVEMENT 070 CONTINUOUSLY REINFORCED CONCRETE CY 500.0000 615,000.00 380.640 190,320 PAVEMENT (RAPID STRENGTH CONCRETE) 071 CONTINUOUSLY REINFORCED CONCRETE LF 25.0000 3,500.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE D) 072 CONTINUOUSLY REINFORCED CONCRETE LF 30.0000 54,000.00 82.000 2,460 PAVEMENT (TERMINAL JOINT, TYPE E) 073 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 2,640.00 14.000 560 PAVEMENT RAPID STRENGTH CONCRETE (TERMINAL JOINT, TYPE E) 074 CONTINUOUSLY REINFORCED CONCRETE LF 500.0000 275,000.00 82.000 41,000 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 075 CONTINUOUSLY REINFORCED CONCRETE LF 500.0000 26,000.00 14.000 7,000 PAVEMENT RAPID STRENGTH CONCRETE (WIDE FLANGE BEAM TERMINAL) PROGRAM CAS145 PAGE 4 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 72,000.00 84.000 3,360 PAVEMENT (EXPANSION JOINT, TYPE WF) 077 CONTINUOUSLY REINFORCED CONCRETE LF 100.0000 6,600.00 14.000 1,400 PAVEMENT RAPID STRENGTH CONCRETE (EXPANSION JOINT, TYPE WF) 078 SEAL PAVEMENT JOINT LF 3.5000 238,000.00 0.000 0 079 STRUCTURAL CONCRETE, APPROACH SLAB CY 585.0000 2,160,990.00 756.600 442,611 (TYPE R) 080 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 216,000.00 143.910 143,910 (F) 081 PAVING NOTCH EXTENSION CF 150.0000 380,850.00 268.750 40,312.50 594.600 89,190 082 CORE CONCRETE (6") LF 1,000.0000 7,000.00 0.000 0 083 JOINT SEAL (MR 1/2") LF 100.0000 166,100.00 0.000 0 084 JOINT SEAL (MR 1") LF 100.0000 139,700.00 0.000 0 085 JOINT SEAL (MR 1 1/2") LF 200.0000 423,200.00 0.000 0 086 JOINT SEAL (TYPE A) LF 100.0000 60,000.00 0.000 0 087 TREAT BRIDGE DECK SQFT 0.1000 52,380.00 0.000 0 (F) 088 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 55.0000 319,495.00 0.000 0 089 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 98,088.00 24,522.000 98,088 (F) 090 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 12,261.00 24,522.000 12,261 (F) 091 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 49,200.00 400.000 8,000 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 180.00 9.000 180 (0.063"-UNFRAMED) 093 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 19,000.00 22.000 22,000 (SIGN FOUNDATION) 094 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 22,000.00 22.000 22,000 (SIGN FOUNDATION) 095 METAL (RAIL MOUNTED SIGN) LB 10.0000 1,700.00 170.000 1,700 096 INSTALL SIGN OVERLAY SQFT 70.0000 630.00 0.000 0 097 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 16,480.00 0.000 0 098 18" ALTERNATIVE PIPE CULVERT LF 70.0000 289,100.00 3,243.000 227,010 099 24" REINFORCED CONCRETE PIPE LF 75.0000 118,500.00 1,590.000 119,250 100 6" PLASTIC PIPE UNDERDRAIN LF 25.0000 10,500.00 -2,930.000 -73,250.00 390.000 9,750 101 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 347,500.00 2,930.000 73,250.00 11,328.000 283,200 PROGRAM CAS145 PAGE 5 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 103 12" ALTERNATIVE PIPE DOWNDRAIN LF 70.0000 63,000.00 777.000 54,390 104 18" WELDED STEEL PIPE (.250" THICK) LF 250.0000 32,500.00 128.500 32,125 105 12" ALTERNATIVE FLARED END SECTION EA 500.0000 9,500.00 1.000 500 106 36" PRECAST CONCRETE PIPE INLET LF 500.0000 11,000.00 17.920 8,960 107 ROCK SLOPE PROTECTION CY 300.0000 13,800.00 36.000 10,800 (FACING, METHOD B) (CY) 108 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 850.00 130.500 652 109 MINOR CONCRETE (TEXTURED PAVING) SQFT 5.0000 79,500.00 0.000 0 110 MISCELLANEOUS IRON AND STEEL LB 1.0000 59,980.00 23,532.000 23,532 (F) 111 METAL BEAM GUARD RAILING LF 16.0000 155,040.00 2,056.500 32,904.00 2,056.500 32,904 112 WEED CONTROL MAT (RUBBER) SQYD 50.0000 300,000.00 0.000 0 113 CONCRETE BARRIER TRANSITION LF 150.0000 53,700.00 217.500 32,625 114 DOUBLE METAL BEAM GUARD RAILING LF 50.0000 1,250.00 0.000 0 115 TRANSITION RAILING (TYPE STB) EA 3,000.0000 3,000.00 0.000 0 116 TRANSITION RAILING (TYPE WB) EA 2,500.0000 50,000.00 1.000 2,500.00 1.000 2,500 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,000.00 1.000 500.00 1.000 500 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 27,500.00 1.000 2,500.00 1.000 2,500 119 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 50,000.00 0.000 0 120 CONCRETE BARRIER (TYPE 60F) LF 200.0000 90,000.00 447.000 89,400 121 CONCRETE BARRIER (TYPE 60) LF 35.0000 182,700.00 2,337.400 81,809 122 CONCRETE BARRIER (TYPE 60C) LF 60.0000 388,200.00 5,437.000 326,220 123 CONCRETE BARRIER (TYPE 60GC) LF 150.0000 11,100.00 74.000 11,100 124 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 42,400.00 0.000 0 125 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,850.00 0.000 0 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,890.00 0.000 0 (BROKEN 12-3) 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 61,500.00 0.000 0 (BROKEN 36-12) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 580.00 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 6 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 23,950.00 727.000 3,635 130 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.300 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 131 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 10,000.0000 10,000.00 1.000 10,000 132 COMMUNICATION CONDUIT SYSTEM LS 300,000.0000 300,000.00 0.810 243,000 133 DETECTOR LOOP (LS) LS 10,000.0000 10,000.00 0.220 2,200 134 MODIFY VEHICLE CLASSIFICATION STATION LS 50,000.0000 50,000.00 0.141 7,050 135 MODIFY LIGHTING LS 50,000.0000 50,000.00 0.547 27,350 PROGRAM CAS145 PAGE 7 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 01:19 PM ESTIMATE NO. 16 BID OPENING 10/30/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,830,698.14 11,360,067.39 ADJUSTMENT OF COMPENSATION 207,821.82 468,788.29 EXTRA WORK 199,057.61 1,776,652.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,237,577.57 13,605,508.32 136 MOBILIZATION LS 4,039,000.0000 4,039,000.00 0.950 3,837,050 ORIGINAL CONTRACT AMOUNT 40,394,200.00 TOTAL WORK COMPLETED 2,237,577.57 17,442,558.32 MATERIALS ON HAND ON SITE 422,657.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,237,577.57 17,865,215.34 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 01/10/13 399 05/14/13 05/14/13 08/31/15 177 116 58 0 42% 39% PROGRESS IS SATISFACTORY WALI WAZIRI RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/14