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 02/22/16 EST. NO. 036 TIME 08:52 AM 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 0345 5,365.80 E.W. @ F.A.(+) 030515 N 0745.0 0361 165.00 011915 N 0757.0 0457 274.47 080515 N 0885.0 0469 95.13 083115 N 0893.0 0475 95.13 090915 N 0899.0 0484 283.97 081715 N 0926.0 0485 420.54 081815 N 0927.0 0486 420.54 082015 N 0928.0 0487 375.01 082115 N 0929.0 0488 2,784.45 092015 N 0930.0 0489 1,158.30 100115 N 0931.0 0490 567.96 102315 N 0932.0 0491 1,625.63 110515 N 0933.0 0492 607.92 110615 N 0934.0 0494 1,022.85 121815 N 0937.0 0495 2,810.91 121815 N 0945.0 0496 734.88 011416 N 0946.0 025 0054 9,211.10 E.W. @ F.A.(+) 050115 N 0902.0 0062 3,788.75 042915 N 0751.0 026 0024 4,041.96 E.W. @ F.A.(+) 120415 N 0936.1 027 0054 12,783.56 E.W. @ F.A.(+) 090714 N 539920 031 0059 3,392.73 E.W. @ F.A.(+) 052715 N 0907.0 032 0007 31,643.00 E.W. @ U.P (+) 021215 N 0004 0 051 0001 28,492.32 A.C. @ L.S.(+) 092014 N 0001 0 112,161.91 TOTAL THIS ESTIMATE 7,179,228.50 TOTAL PREVIOUS ESTIMATE 7,291,390.41 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 02/22/16 EST. NO. 036 TIME 08:52 AM R.E. NAME: WALI WAZIRI 10-0M7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE VOIDS IN CRCP -91,476.00 018 RLEASE FOR CRCP OK 45,794.46 019 CRCP THICKNESS S1&2 -95,747.90 026 LATE REOPENING 5-12 -33,075.00 027 RELEASE FOR CRCP 45,681.54 028 RELEASE LATE REOPEN 33,075.00 032 0.00 -95,747.90 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 006 REC'ED #5 10,000.00 007 MISSING PAYROLLS -1,000.00 008 MISSING PAYROLLS -1,000.00 009 MISSING PAYROLLS -10,000.00 011 REC'ED #8,9 2,000.00 011 REC'ED PAYROLLS #4 10,000.00 012 REC'ED PAYROLLS#11 10,000.00 013 REC'ED PAYROLLS #6 10,000.00 015 MISSING PAYROLLS -10,000.00 017 MISSING PAYROLLS -10,000.00 024 MISSING PAYROLLS -10,000.00 026 MISSING PAYROLLS -7,000.00 027 REC'ED #17 AND 24 20,000.00 028 MISSING PAYROLLS -10,000.00 029 REC'ED PAYROLLS27,26 17,000.00 029 MISSING PAYROLLS -7,000.00 030 MISSING PAYROLLS -2,000.00 031 MISSING PAYROLLS -1,000.00 032 MISSING PAYROLLS -10,000.00 033 MISSING PAYROLLS -5,000.00 035 REC'ED PAYROLLS 7,000.00 036 7,000.00 -28,000.00 TOTAL DEDUCTIONS 7,000.00 -123,747.90 PROGRAM CAS145 PAGE 1 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 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 0.912 9,120 002 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 0.902 9,020 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.918 4,590 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 5.0000 3,000.00 535.000 2,675 007 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 0.918 22,950 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.692 6,920 011 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 012 TIME-RELATED OVERHEAD (LS) LS 5,000,000.0000 5,000,000.00 0.929 4,645,000 013 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.913 36,520 014 TRAFFIC CONTROL SYSTEM LS 271,149.0000 271,149.00 0.912 247,287 015 TYPE III BARRICADE EA 100.0000 5,500.00 33.000 3,300 016 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2500 550,000.00 7,581.000 9,476.25 148,216.028 185,270 017 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 31,360.00 459.000 3,672 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 44,200.00 1,651.000 825.50 221,035.000 110,517 019 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 99,300.00 120.000 3,600.00 1,456.000 43,680 020 TEMPORARY PAVEMENT MARKER EA 4.0000 127,600.00 3,052.000 12,208.00 39,147.000 156,588 021 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 0.912 22,800 PROGRAM CAS145 PAGE 2 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,280.000 19,680.00 161,443.000 968,658 025 TEMPORARY CRASH CUSHION MODULE EA 200.0000 204,000.00 49.000 9,800.00 978.000 195,600 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 91,400.00 2,490.000 4,980 027 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 29,490.000 14,745.00 106,994.000 53,497 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 49,200.00 702.000 526.50 64,712.000 48,534 030 REMOVE PAVEMENT MARKER EA 2.0000 13,340.00 4,303.000 8,606 031 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 2,046.000 51,150 034 REMOVE DOWNDRAIN (EA) EA 250.0000 1,500.00 6.000 1,500 035 REMOVE INLET EA 500.0000 26,500.00 48.000 24,000 036 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 15.0000 1,815,000.00 117,159.690 1,757,395 037 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 9,151.250 27,453 040 RECONSTRUCT SINGLE THRIE BEAM LF 10.0000 2,400.00 0.000 0 BARRIER 041 RESET ROADSIDE SIGN EA 100.0000 1,300.00 8.000 800 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 19,200.00 1,275.470 25,509 043 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 1.000 1,000 047 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 048 ROADWAY EXCAVATION CY 8.0000 1,280,000.00 99,061.680 792,493 049 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 100,000 053 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000 054 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000 055 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 056 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 19,556.650 430,246 058 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 36,900.00 1,284.900 128,490 059 LEAN CONCRETE BASE CY 120.0000 212,400.00 1,499.400 179,928 060 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 57,265.750 4,294,931 062 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 720.00 244.000 244 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,830.00 7,619.000 7,619 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 7,910.00 2,922.000 2,922 067 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 41,635.850 8,243,898 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 1,756.000 52,680 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 275,000.00 570.000 285,000 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 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,758.000 70,320 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 2,939.180 1,719,420 (TYPE R) 080 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 216,000.00 157.240 157,240 (F) 081 PAVING NOTCH EXTENSION CF 150.0000 380,850.00 1,694.200 254,130 082 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 1,200.850 120,085 084 JOINT SEAL (MR 1") LF 100.0000 139,700.00 640.050 64,005 085 JOINT SEAL (MR 1 1/2") LF 200.0000 423,200.00 1,272.000 254,400 086 JOINT SEAL (TYPE A) LF 100.0000 60,000.00 408.000 40,800 087 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 49,200.00 147.000 2,940.00 2,459.930 49,198 092 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 9.000 630 097 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 16,480.00 148.000 1,184.00 2,060.010 16,480 098 18" ALTERNATIVE PIPE CULVERT LF 70.0000 289,100.00 3,823.200 267,624 099 24" REINFORCED CONCRETE PIPE LF 75.0000 118,500.00 1,590.000 119,250 100 6" PLASTIC PIPE UNDERDRAIN LF 25.0000 10,500.00 440.000 11,000 101 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 347,500.00 13,430.000 335,750 PROGRAM CAS145 PAGE 5 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 63,000.00 805.000 56,350 104 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 19.000 9,500 106 36" PRECAST CONCRETE PIPE INLET LF 500.0000 11,000.00 22.000 11,000 107 ROCK SLOPE PROTECTION CY 300.0000 13,800.00 41.200 12,360 (FACING, METHOD B) (CY) 108 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 850.00 152.600 763 109 MINOR CONCRETE (TEXTURED PAVING) SQFT 5.0000 79,500.00 11,951.750 59,758 110 MISCELLANEOUS IRON AND STEEL LB 1.0000 59,980.00 53,622.000 53,622 (F) 111 METAL BEAM GUARD RAILING LF 16.0000 155,040.00 9,133.500 146,136 112 WEED CONTROL MAT (RUBBER) SQYD 50.0000 300,000.00 0.000 0 113 CONCRETE BARRIER TRANSITION LF 150.0000 53,700.00 263.000 39,450 114 DOUBLE METAL BEAM GUARD RAILING LF 50.0000 1,250.00 25.000 1,250 115 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 18.000 45,000 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,000.00 6.000 3,000 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 27,500.00 10.000 25,000 119 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 50,000.00 2.000 50,000 120 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 19,434.000 9,717 125 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,850.00 600.000 450 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,890.00 593.000 593 (BROKEN 12-3) 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 61,500.00 19,211.000 9,605 (BROKEN 36-12) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 580.00 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 6 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,212.000 11,060 130 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 0.824 247,200 133 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 0.793 39,650 PROGRAM CAS145 PAGE 7 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0M7804 TIME 08:52 AM ESTIMATE NO. 036 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 02/20/16 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 74,985.25 29,314,899.88 ADJUSTMENT OF COMPENSATION 28,492.32 2,284,505.97 EXTRA WORK 83,669.59 5,006,884.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 187,147.16 36,606,290.29 136 MOBILIZATION LS 4,039,000.0000 4,039,000.00 1.000 4,039,000 ORIGINAL CONTRACT AMOUNT 40,394,200.00 TOTAL WORK COMPLETED 187,147.16 40,645,290.29 MATERIALS ON HAND ON SITE 35,586.18 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,000.00 -123,747.90 TOTAL 194,147.16 40,557,128.57 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 04/13/16 462 225 100 0 91% 93% PROGRESS IS SATISFACTORY WALI WAZIRI RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/16