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 12/22/23 EST. NO. 016 TIME 12:10 PM R.E. NAME: SULTAN GHAZIALAM 11-423804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/22/23 EST. NO. 016 TIME 12:10 PM R.E. NAME: SULTAN GHAZIALAM 11-423804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 LOCATION RERUN PROGRESS ESTIMATE 11-SD-94-R9.8/R10.6 ----------------------- 11-SD-125-12.9/22.3 GRIFFITH COMPANY IN SAN DIEGO CO ON RTE 94 FROM 12200 BLOOMFIELD AVE.; E94/N125 SEP IN LEMON GROVE TO 0.1 SANTA FE SPRINGS CA 90670 MI E/O SPRING ST UC IN LA MESA AND ON RTE 125 FR 0.6 MI S/O SPRING ST UC NEAR LA MESA TO MISSION GORGE RD FED. AID NO. ACNH-X073(151) E REHABILITATE PAVEMENT BY GRINDING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,550.0000 1,550.00 0.500 775 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 900.0000 315,000.00 18.000 16,200.00 188.000 169,200 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 108,500.0000 108,500.00 0.007 759.50 0.779 84,521 007 TRAFFIC CONTROL SYSTEM LS 863,243.0000 863,243.00 0.051 44,025.39 0.537 463,561 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 215.0000 58,050.00 116.000 24,940 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 5.1500 2,214.50 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 36.0000 11,160.00 36.000 1,296 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 18.0000 31,860.00 340.000 6,120 SYSTEM DAY 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 800.0000 9,600.00 0.617 493.60 6.446 5,156 013 TEMPORARY AUTOMATED END OF QUEUE EA 3,300.0000 39,600.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 014 END OF QUEUE MONITORING AND EA 1,500.0000 18,000.00 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 015 TEMPORARY RAILING (TYPE K) LF 9.2500 289,525.00 3,340.000 30,895 016 ALTERNATIVE TEMPORARY CRASH EA 2,750.0000 132,000.00 6.000 16,500 CUSHION- TL-3 017 TEMPORARY CRASH CUSHION MODULE EA 190.0000 7,980.00 0.000 0 018 TEMPORARY RADAR SPEED FEEDBACK EA 2,600.0000 10,400.00 0.000 0 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 45,000.0000 45,000.00 0.051 2,295.00 0.537 24,165 020 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 7,000.00 12.000 6,000 PROGRAM CAS145 PAGE 2 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 25.0000 550.00 4.000 100 023 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 024 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 97,500.00 324.000 105,300 025 TEMPORARY FIBER ROLL LF 7.2500 239,250.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 23.0000 2,300.00 100.000 2,300 027 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 10,000.00 1.000 10,000 028 STREET SWEEPING LS 240,000.0000 240,000.00 0.038 9,120.00 0.396 95,040 029 TEMPORARY CONCRETE WASHOUT LS 54,000.0000 54,000.00 0.051 2,754.00 0.537 28,998 030 MANAGE SOLID WASTE GENERATED HR 155.0000 117,800.00 8.000 1,240.00 16.000 2,480 BY THE PUBLIC 031 TREATED WOOD WASTE LB 0.9500 103,550.00 7,688.000 7,303 032 REMOVE CONCRETE (CY) CY 185.0000 33,300.00 120.410 22,275 033 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 0.038 2,280.00 0.396 23,760 034 ROADWAY EXCAVATION CY 52.0000 676,000.00 3,361.850 174,816 035 IMPORTED BORROW (CY) CY 80.0000 4,080.00 44.700 3,576 036 SUBGRADE ENHANCEMENT GEOGRID SQYD 3.0000 9,360.00 1,094.590 3,283 037 ROADSIDE CLEARING LS 35,000.0000 35,000.00 0.358 12,530 038 REMOVE PALM TREE EA 1,300.0000 2,600.00 0.000 0 039 ROCK BLANKET SQFT 17.5000 20,125.00 0.000 0 040 WEED GERMINATION SQYD 1.0500 2,131.50 0.000 0 041 PACKET FERTILIZER EA 0.5000 650.00 0.000 0 042 SLOW-RELEASE FERTILIZER LB 1.0000 73.00 0.000 0 043 PLANT (GROUP F) EA 5.2500 18,585.00 0.000 0 044 PLANT (GROUP H) EA 1.5000 10,267.50 0.000 0 (F) 045 PLANT (GROUP A) EA 9.2500 12,025.00 0.000 0 046 PLANT ESTABLISHMENT WORK LS 10,500.0000 10,500.00 0.000 0 047 WOOD MULCH CY 287.0000 71,750.00 0.000 0 048 CHECK AND TEST EXISTING IRRIGATION LS 4,100.0000 4,100.00 0.000 0 FACILITIES PROGRAM CAS145 PAGE 3 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE IRRIGATION FACILITY LS 4,050.0000 4,050.00 0.000 0 050 CONTROL AND NEUTRAL CONDUCTORS LS 5,100.0000 5,100.00 0.000 0 051 1" REMOTE CONTROL VALVE EA 710.0000 710.00 0.000 0 052 1 1/2" REMOTE CONTROL VALVE EA 840.0000 4,200.00 0.000 0 053 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,025.0000 1,025.00 0.000 0 054 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 122.0000 732.00 0.000 0 055 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.0000 4,180.00 0.000 0 056 POP-UP SPRINKLER ASSEMBLY EA 162.0000 2,592.00 0.000 0 057 2" GATE VALVE EA 660.0000 660.00 0.000 0 058 3" GATE VALVE EA 1,425.0000 1,425.00 0.000 0 059 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 9,930.00 0.000 0 (F) LINE) 060 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 3,060.00 0.000 0 (F) (SUPPLY LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.5000 1,377.50 0.000 0 (F) (SUPPLY LINE) 062 2" PLASTIC PIPE (SCHEDULE 40) LF 10.2500 2,357.50 0.000 0 (F) (SUPPLY LINE) 063 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.2500 367.50 0.000 0 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (CLASS 315) LF 14.7500 7,493.00 0.000 0 (F) (SUPPLY LINE) 065 8" CORRUGATED HIGH DENSITY LF 660.0000 2,640.00 0.000 0 POLYETHYLENE PIPE CONDUIT 066 10" CORRUGATED HIGH DENSITY LF 660.0000 2,640.00 0.000 0 POLYETHYLENE PIPE CONDUIT 067 COMPOST (CY) CY 260.0000 3,900.00 0.000 0 068 CLASS 2 AGGREGATE SUBBASE CY 60.0000 6,600.00 0.000 0 069 CLASS 2 AGGREGATE BASE (CY) CY 15.0000 14,700.00 338.700 5,080 070 LEAN CONCRETE BASE RAPID SETTING CY 475.0000 1,624,500.00 2,046.790 972,225 071 REPLACE BASE CY 135.0000 423,900.00 1,447.190 195,370 072 CEMENT TREATED PERMEABLE BASE CY 320.0000 124,800.00 331.830 106,185 RAPID SETTING 073 BASE BOND BREAKER SQYD 1.0000 28,400.00 16,426.150 16,426 074 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,400.0000 77,000.00 0.000 0 075 FULL WIDTH SEGMENT CORRECTION EA 2,200.0000 107,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 HOT MIX ASPHALT (TYPE A) TON 104.0000 1,736,800.00 2,044.440 212,621 077 MINOR HOT MIX ASPHALT TON 270.0000 10,530.00 0.000 0 078 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 129.0000 4,347,300.00 2,828.660 364,897 079 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 25.0000 1,075.00 0.000 0 (PAVING FABRIC) 080 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 4,725.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.9000 60,610.00 0.000 0 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 71,050.00 0.000 0 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8000 13,986.00 0.000 0 084 PLACE HOT MIX ASPHALT SQYD 245.0000 29,400.00 0.000 0 (MISCELLANEOUS AREA) 085 TACK COAT TON 550.0000 60,500.00 13.860 7,623 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 41,700.00 4,602.000 2,301 088 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2000 525,800.00 9,052.000 19,914 089 DOWEL BAR RETROFIT (CRACK) EA 82.0000 22,960.00 0.000 0 090 DRILL AND BOND (DOWEL BAR) EA 38.0000 737,200.00 8,493.000 322,734 091 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 4,790.0000 191,600.00 0.000 0 092 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 690.0000 4,623,000.00 4,014.140 2,769,756 093 REPLACE JOINT SEAL (SILICONE) LF 3.7000 669,700.00 5,312.000 19,654 094 GRIND EXISTING CONCRETE SQYD 5.0000 203,500.00 1,128.000 5,640.00 15,142.000 75,710 PAVEMENT 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,500.0000 11,050.00 0.000 0 (F) 096 REMOVE PEDESTRIAN BARRICADE EA 90.0000 1,440.00 12.000 1,080 097 PEDESTRIAN BARRICADE EA 1,900.0000 30,400.00 0.000 0 098 3" PLASTIC PIPE (EDGE DRAIN) LF 13.0000 1,690.00 0.000 0 099 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 36.0000 1,296.00 0.000 0 100 PERMEABLE MATERIAL (BLANKET) CY 180.0000 1,260.00 0.000 0 (F) 101 GRATED LINE DRAIN LF 310.0000 3,100.00 0.000 0 102 42" ALTERNATIVE PIPE RISER LF 650.0000 7,150.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ADJUST INLET EA 1,300.0000 1,300.00 0.000 0 104 CONCRETE (CONCRETE APRON) CY 620.0000 2,790.00 0.000 0 105 DETECTABLE WARNING SURFACE SQFT 25.5000 16,320.00 0.000 0 106 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,370.0000 205,500.00 48.320 66,198.40 76.630 104,983 CURB RAMP) 107 PRE/POST CONSTRUCTION SURVEYS EA 2,100.0000 77,700.00 13.500 28,350 108 MISCELLANEOUS IRON AND STEEL LB 6.0000 3,900.00 0.000 0 (F) 109 CHAIN LINK FENCE (TYPE CL-6) LF 221.0000 16,575.00 0.000 0 110 5' CHAIN LINK GATE (TYPE CL-6) EA 7,600.0000 7,600.00 0.000 0 111 REMOVE PAVEMENT MARKER EA 2.7500 187.00 0.000 0 112 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6500 32,065.00 0.000 0 113 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 76.0000 152.00 0.000 0 114 REMOVE ROADSIDE SIGN EA 97.0000 1,552.00 0.000 0 115 REMOVE ROADSIDE SIGN EA 51.0000 408.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 116 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 79.0000 5,293.00 0.000 0 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 6,750.00 0.000 0 (0.063"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 5,125.00 0.000 0 (0.080"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 240.50 0.000 0 (0.063"-FRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 740.00 0.000 0 (0.080"-FRAMED) 121 ROADSIDE SIGN - ONE POST EA 330.0000 9,900.00 0.000 0 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 81.0000 1,620.00 0.000 0 METHOD) 123 INSTALL SIGN (MAST-ARM MOUNTED) EA 405.0000 4,455.00 0.000 0 124 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 79.0000 5,293.00 0.000 0 125 INSTALL ROADSIDE SIGN PANEL ON EA 71.0000 4,615.00 0.000 0 EXISTING POST 126 MIDWEST GUARDRAIL SYSTEM LF 48.0000 465,120.00 0.000 0 127 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 157,740.00 789.000 52,074.00 789.000 52,074 128 SINGLE THRIE BEAM BARRIER LF 56.0000 103,040.00 1,500.000 84,000.00 3,324.500 186,172 129 DOUBLE THRIE BEAM BARRIER LF 71.0000 91,590.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 TRANSITION RAILING (TYPE STB) EA 4,525.0000 36,200.00 2.000 9,050 131 TRANSITION RAILING (TYPE DTB) EA 4,525.0000 9,050.00 0.000 0 132 TRANSITION RAILING (TYPE WB-31) EA 4,525.0000 131,225.00 0.000 0 133 END CAP (TYPE TC) EA 720.0000 27,360.00 2.000 1,440 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,290.0000 36,120.00 1.000 1,290 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 136,400.00 0.000 0 136 SEVERE-DUTY CRASH CUSHION EA 42,000.0000 210,000.00 0.000 0 137 CONCRETE BARRIER (TYPE 60M) LF 180.0000 59,400.00 0.000 0 138 CONCRETE BARRIER (TYPE 60MS) LF 217.0000 36,890.00 0.000 0 139 CONCRETE BARRIER (TYPE 836B) LF 277.0000 70,635.00 0.000 0 (F) 140 CONCRETE BARRIER TRANSITION LF 744.0000 264,120.00 13.600 10,118 (F) 141 CONCRETE BARRIER (TYPE 842B) LF 345.0000 55,200.00 0.000 0 (F) 142 REMOVE GUARDRAIL LF 9.0000 82,080.00 646.000 5,814 143 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 78,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 264.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 5,243.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 232,060.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 9,802.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 148 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 1,926.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 149 12" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 47,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 150 REMOVE PAINTED TRAFFIC STRIPE LF 1.5500 837.00 0.000 0 151 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5400 7,161.00 0.000 0 152 RAISED RUMBLE BAR LF 17.0000 10,710.00 0.000 0 153 12" RUMBLE STRIP STA 141.0000 156,510.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 154 REMOVE RUMBLE BAR LF 2.0500 1,373.50 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 REMOVE TRAFFIC STRIPE LF 0.2000 43,000.00 0.000 0 156 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0500 3,423.50 0.000 0 (BROKEN 12-3) 157 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.8000 34,440.00 0.000 0 (WARRANTY) (BROKEN 12-3) 158 CONTRAST STRIPE PAINT (1-COAT) LF 0.1800 10,116.00 0.000 0 159 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.3800 14,214.00 0.000 0 (BROKEN 36-12) 160 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.3500 14,160.50 0.000 0 161 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.4000 3,816.00 0.000 0 (WARRANTY) (BROKEN 17-7) 162 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.3500 528,750.00 0.000 0 (WARRANTY) (BROKEN 36-12) 163 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,540.0000 1,540.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 164 SUBSURFACE LOCATOR LS 33,300.0000 33,300.00 0.846 28,171 165 CAMERA SYSTEMS LS 204,000.0000 204,000.00 0.734 149,736 166 MODIFYING LIGHTING SYSTEMS LS 97,300.0000 97,300.00 0.291 28,314 167 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 655,500.0000 655,500.00 0.296 194,028 168 MODIFYING RAMP METERING SYSTEMS LS 328,000.0000 328,000.00 0.623 204,344 169 MODIFYING TRAFFIC MONITORING STATIONS LS 143,500.0000 143,500.00 0.054 7,749 170 MODIFYING CENSUS SYSTEMS LS 7,700.0000 7,700.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 12:10 PM ESTIMATE NO. 016 BID OPENING 01/27/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 287,079.89 7,440,609.26 ADJUSTMENT OF COMPENSATION 0.00 25,893.67 EXTRA WORK 0.00 68,018.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 287,079.89 7,534,521.43 171 MOBILIZATION LS 2,600,000.0000 2,600,000.00 0.950 2,470,000 ORIGINAL CONTRACT AMOUNT 27,388,388.00 TOTAL WORK COMPLETED 287,079.89 10,004,521.43 MATERIALS ON HAND ON SITE -30,458.41 333,636.13 DEDUCTIONS 0.00 0.00 TOTAL 256,621.48 10,338,157.56 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 05/20/22 475 07/14/22 07/14/22 03/31/25 188 170 0 0 35% 40% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/05/22. SULTAN GHAZIALAM RESIDENT ENGINEER