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 10/25/16 EST. NO. 025 TIME 11:13 AM R.E. NAME: ELJAMAL, J. 07-295604 --------------------------------------------------------------------------- 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 0137 1,711.30 E.W. @ F.A.(+) 061316 N 1109.0 0139 3,973.01 060216 N 1113.0 0140 1,924.56 060116 N 1114.0 0141 2,582.09 060316 N 1115.0 0142 2,804.12 053116 N 1116.0 0143 2,315.95 052616 N 1118.0 0144 1,094.99 060216 N 1119.0 0147 25,788.30 060916 N 1194.0 0148 16,463.76 061016 N 1195.0 0149 897.15 080616 N 1231.0 0150 997.72 080516 N 1232.0 0151 515.28 061316 N 1234.0 0152 894.22 080816 N 1249.0 0153 2,433.49 101515 N 0361.0 0157 1,464.45 070816 N 1255.0 0158 1,724.58 070716 N 1256.0 0159 1,098.35 071116 N 1257.0 0160 2,219.54 070516 N 1258.0 0162 1,727.26 032116 N 0917.0 0163 475.92 040416 N 0963.0 0166 113.40 050416 N 1035.0 0167 90.93 050516 N 1036.0 0168 457.49 051216 N 1040.0 0169 2,099.86 051916 N 1043.0 0170 1,479.04 052016 N 1045.0 0171 1,592.76 052116 N 1046.0 022 0087 717.43 E.W. @ F.A.(+) 042016 N 0980.0 0088 713.80 042116 N 0981.0 80,370.75 TOTAL THIS ESTIMATE 2,826,223.28 TOTAL PREVIOUS ESTIMATE 2,906,594.03 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 10/25/16 EST. NO. 025 TIME 11:13 AM R.E. NAME: ELJAMAL, J. 07-295604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE OPENING -2,300.00 005 LATE LANE CLOSURE OP -45,100.00 013 LEGAL FEES -50,000.00 022 LEGAL FEES 50,000.00 024 0.00 -47,400.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 MISSING REPORT -10,000.00 023 1391 MISSING REPORT 10,000.00 024 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING MAY CPR'S -6,000.00 009 MISSING MAY CPR'S 6,000.00 014 MIS DOC,PAYRLL DISCR -10,000.00 016 MIS DOC,PAYRLL DISCR 10,000.00 022 0.00 0.00 TOTAL DEDUCTIONS 0.00 -47,400.00 PROGRAM CAS145 PAGE 1 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295604 TIME 11:13 AM ESTIMATE NO. 025 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ELJAMAL, J. DATE OF THIS ESTIMATE 10/25/16 LOCATION PROGRESS ESTIMATE 07-LA-5-19.2/28.9 ----------------- C A RASMUSSEN INC IN LA COUNTY FROM BROADWAY TO SR-13 28548 LIVINGSTON AVENUE 4/5 SEPARATION VALENCIA CA 91355 FED. AID NO. NHPI-005 -3(95)E PVMT PRESERVATION,SLAB REPL,SHLDR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 378,000.00 210.000 378,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 005 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 1.000 600,000 006 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,000.00 210.000 6,300 007 TEMPORARY RAILING (TYPE K) LF 16.0000 195,200.00 12,200.000 195,200 008 TEMPORARY CRASH CUSHION MODULE EA 180.0000 50,400.00 280.000 50,400 009 JOB SITE MANAGEMENT LS 4,600.0000 4,600.00 1.000 4,600 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 8.000 4,000 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 5,500.00 4.000 2,000 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 014 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 24,000.00 160.000 24,000 015 TEMPORARY GRAVEL BAG BERM LF 3.0000 45,000.00 0.000 0 016 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 017 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 1.000 8,000 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 5,550.00 11,000.000 5,500 STRIPE (HAZARDOUS WASTE) 019 TREATED WOOD WASTE LB 0.1300 64,870.00 356,457.300 46,339 020 REMOVE GUARDRAIL LF 3.0000 116,100.00 25,474.100 76,422 021 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 1.000 15,000 022 REMOVE PAVEMENT MARKER EA 1.0000 23,500.00 45,774.000 45,774 PROGRAM CAS145 PAGE 2 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295604 TIME 11:13 AM ESTIMATE NO. 025 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ELJAMAL, J. DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN (WOOD POST) EA 180.0000 1,620.00 2.000 360 024 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 33,700.00 13,468.000 13,468 025 REMOVE CONCRETE PAVEMENT AND BASE CY 100.0000 860,000.00 8,196.840 819,684 026 SALVAGE CONCRETE BARRIER (TYPE K) LF 19.0000 4,180.00 0.000 0 027 ADJUST PULL BOX EA 150.0000 750.00 0.000 0 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2000 1,482,800.00 37,439.900 82,367.78 671,601.310 1,477,522 029 REMOVE CONCRETE CY 640.0000 83,200.00 165.010 105,606 (CURB, GUTTER, AND SIDEWALK) (CY) 030 REMOVE CRASH CUSHION EA 100.0000 2,200.00 22.000 2,200 031 ROADWAY EXCAVATION CY 200.0000 14,600.00 0.000 0 032 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 102,000.00 569.200 170,760 (AERIALLY DEPOSITED LEAD) 033 WOOD MULCH CY 90.0000 297,900.00 3,343.000 300,870 034 CHECK AND TEST EXISTING IRRIGATION LS 30,000.0000 30,000.00 1.000 30,000 FACILITIES 035 CONTROL AND NEUTRAL CONDUCTORS LS 7,000.0000 7,000.00 0.142 994 036 1 1/2" REMOTE CONTROL VALVE EA 1,800.0000 1,800.00 1.000 1,800 037 3" BACKFLOW PREVENTER ASSEMBLY EA 8,000.0000 32,000.00 1.000 8,000 038 BACKFLOW PREVENTER ENCLOSURE EA 6,500.0000 6,500.00 1.000 6,500 039 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 90.0000 3,420.00 8.000 720 040 2" GATE VALVE EA 950.0000 950.00 1.000 950 041 2 1/2" GATE VALVE EA 1,500.0000 3,000.00 1.000 1,500 042 4" GATE VALVE EA 2,500.0000 5,000.00 1.000 2,500 043 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 30.0000 16,800.00 50.000 1,500 (F) LINE) 044 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 32.0000 12,800.00 50.000 1,600 (F) (SUPPLY LINE) 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 35.0000 2,800.00 50.000 1,750 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (SCHEDULE 40) LF 40.0000 10,080.00 50.000 2,000 (F) (SUPPLY LINE) 047 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 50.0000 26,000.00 50.000 2,500 (F) (SUPPLY LINE) 048 4" PLASTIC PIPE (SCHEDULE 40) LF 60.0000 25,200.00 50.000 3,000 (F) (SUPPLY LINE) 049 6" PLASTIC PIPE (SCHEDULE 40) LF 240.0000 28,320.00 16.682 4,003 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295604 TIME 11:13 AM ESTIMATE NO. 025 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ELJAMAL, J. DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 8" PLASTIC PIPE (SCHEDULE 40) LF 650.0000 7,800.00 10.000 6,500 (F) (SUPPLY LINE) 051 ALTERNATE TREATED BASE CY 340.0000 741,200.00 1,998.904 679,627 052 REPLACE BASE CY 210.0000 10,500.00 79.596 16,715 053 BASE BOND BREAKER SQYD 4.1000 76,260.00 15,946.880 65,382 054 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 90.0000 38,700.00 1,751.000 157,590 055 RUBBERIZED HOT MIX ASPHALT, TON 100.0000 7,650,000.00 285.580 28,558.00 63,722.150 6,372,215 SUPERPAVE (GAP GRADED) 056 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 38,640.00 2,146.000 4,935 057 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.3000 22,609.00 214.000 492.20 9,311.000 21,415 058 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3000 40,940.00 6,450.130 14,835 059 JOINTED PLAIN CONCRETE PAVEMENT CY 390.0000 2,484,300.00 6,193.779 2,415,573 (RSC) 060 DRILL AND BOND (DOWEL BAR) EA 10.0000 5,400.00 1,424.000 14,240 061 SPALL REPAIR (POLYESTER CONCRETE) SQYD 490.0000 490,000.00 1,006.070 492,974 062 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 750.0000 82,500.00 137.500 103,125 063 GRIND EXISTING CONCRETE SQYD 4.6000 142,600.00 26,730.000 122,958 PAVEMENT 064 60" CAST-IN-DRILLED-HOLE CONCRETE LF 870.0000 20,010.00 23.000 20,010 PILE (SIGN FOUNDATION) 065 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 360,400.00 212.000 360,400 (F) 066 FURNISH SIGN STRUCTURE (TRUSS) LB 3.1000 61,194.00 19,740.000 61,194 (F) 067 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 3,948.00 19,740.000 3,948 (F) 068 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 9.3000 81,468.00 8,996.000 83,662 069 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 57,780.00 3,177.000 57,186 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 5,100.00 177.700 3,020 (0.063"-FRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 5,040.00 389.500 7,011 (0.080"-FRAMED) 072 ROADSIDE SIGN - TWO POST EA 700.0000 7,000.00 10.000 7,000 073 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 1,430.00 9.000 1,170 METHOD) 074 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.5000 102,000.00 12,173.000 103,470 075 SLOPE PAVING (CONCRETE) CY 500.0000 55,000.00 31.850 15,925 076 DETECTABLE WARNING SURFACE SQFT 28.0000 33,040.00 859.000 24,052 PROGRAM CAS145 PAGE 4 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295604 TIME 11:13 AM ESTIMATE NO. 025 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ELJAMAL, J. DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 1,700.0000 79,900.00 73.720 125,324 AND DRIVEWAY) 078 MINOR CONCRETE (TEXTURED PAVING) CY 540.0000 540,000.00 515.610 278,429 079 MINOR CONCRETE (CURB RAMP) CY 930.0000 83,700.00 110.460 102,727 080 PRE/POST CONSTRUCTION SURVEYS EA 750.0000 28,500.00 19.000 14,250 081 4' CHAIN LINK GATE (TYPE CL-6) EA 1,400.0000 4,200.00 0.000 0 082 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.0000 631,400.00 7,538.100 165,838.20 28,700.000 631,400 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 25.0000 537,500.00 10,101.340 252,533 084 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 64.0000 22,400.00 213.000 13,632 (F) 085 SINGLE THRIE BEAM BARRIER LF 35.0000 5,250.00 0.000 0 086 DOUBLE THRIE BEAM BARRIER LF 44.0000 28,600.00 0.000 0 087 CABLE RAILING LF 16.0000 15,840.00 802.000 12,832 (F) 088 TRANSITION RAILING (TYPE WB-31) EA 3,100.0000 254,200.00 28.000 86,800.00 82.000 254,200 089 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 38,500.00 40.000 28,000 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 127,600.00 8.940 25,926.00 37.940 110,026 091 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 136,800.00 48.000 115,200 092 CRASH CUSHION(TYPE SCI-70GM) EA 30,000.0000 30,000.00 1.000 30,000 093 ALTERNATIVE CRASH CUSION EA 38,000.0000 1,026,000.00 5.000 190,000.00 15.000 570,000 094 CONCRETE BARRIER (TYPE 60F) LF 270.0000 135,000.00 0.000 0 095 CONCRETE BARRIER (TYPE 60) LF 120.0000 290,400.00 2,271.800 272,616 096 CONCRETE BARRIER (TYPE 60D) LF 110.0000 61,600.00 472.000 51,920 097 CONCRETE BARRIER(TYPE 60R) LF 410.0000 147,600.00 0.000 0 098 CONCRETE BARRIER (TYPE 60GE) LF 320.0000 27,520.00 595.000 190,400 099 CONCRETE BARRIER(TYPE 60R MODIFIED) LF 370.0000 373,700.00 897.070 331,915 100 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 72,160.00 360,336.000 79,273 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 18,500.00 39,400.000 19,700 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 11,130.00 34,036.000 11,912 (BROKEN 12-3) 103 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 21,200.00 13,678.000 27,356 PROGRAM CAS145 PAGE 5 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295604 TIME 11:13 AM ESTIMATE NO. 025 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ELJAMAL, J. DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 49,050.00 366,716.000 55,007 (BROKEN 36-12) 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 2,160.00 17,964.000 2,694 (BROKEN 17-7) 106 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 27,300.00 28,460.000 28,460 107 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 31,400.00 17,314.000 34,628 108 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 109 INDUCTIVE LOOP DETECTOR (LS) LS 156,000.0000 156,000.00 0.950 148,200 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 1,845.00 0.000 0 (BROKEN 18-12) PROGRAM CAS145 PAGE 6 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295604 TIME 11:13 AM ESTIMATE NO. 025 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: ELJAMAL, J. DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 579,982.18 19,540,601.27 ADJUSTMENT OF COMPENSATION 0.00 453,767.72 EXTRA WORK 80,370.75 2,452,826.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 660,352.93 22,447,195.30 112 MOBILIZATION LS 1,040,000.0000 1,040,000.00 1.000 1,040,000 ORIGINAL CONTRACT AMOUNT 23,420,654.00 TOTAL WORK COMPLETED 660,352.93 23,487,195.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -47,400.00 TOTAL 660,352.93 23,439,795.30 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 08/19/14 210 10/16/14 10/14/14 12/30/16 210 62 0 0 88% 100% PROGRESS IS SATISFACTORY CCO DELAY ELJAMAL, J. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/16