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 08/21/24 EST. NO. 024 TIME 04:40 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 --------------------------------------------------------------------------- 001 0048 9,241.36 E.W. @ F.A.(+) 022224 N 68422 0050 10,706.34 061324 N 0050 0053 1,859.09 061024 N 66749 0054 11,783.86 062324 N 0054 0055 1,006.74 101523 N 68521 0056 4,660.71 031124 N 68424 007 0007 14,125.73 E.W. @ F.A.(+) 111423 N 0007 0008 10,051.90 111623 N 0008 0009 11,256.93 112023 N 0009 0010 12,185.03 112123 N 0010 0011 13,371.30 112723 N 0011 0022 5,168.78 121823 N 0022 0024 2,052.96 031824 N 0024 009 0010 3,131.22 E.W. @ F.A.(+) 031424 N 0010 0058 23,579.60 062424 N 0058 0058-1 -23,579.60 062424 N 0058 DAO CORRECTING ENTRY 0059 10,929.60 062524 N 0059 0059-1 -10,929.60 062524 N 0059 DAO CORRECTING ENTRY 0060 10,929.60 062624 N 0060 0060-1 -10,929.60 062624 N 0060 DAO CORRECTING ENTRY 0061 10,929.60 062724 N 0061 0061-1 -10,929.60 062724 N 0061 DAO CORRECTING ENTRY 0062 1,752.54 061124 N 0062 0063 2,606.54 052024 N 0063 0064 5,410.88 052124 N 0064 0065 5,410.88 052224 N 0065 0066 3,390.05 052324 N 0066 0067 2,946.27 052824 N 0067 0068 4,786.09 052924 N 0068 0069 1,731.30 052924 N 0069 0070 2,606.54 053024 N 0070 0071 1,731.30 053024 N 0071 0072 2,606.54 060424 N 0072 0073 5,410.88 060524 N 0073 0074 4,763.18 060624 N 0074 0075 2,606.54 061024 N 0075 0076 2,705.44 061124 N 0076 0077 1,512.24 061124 N 0077 0079 3,858.82 061224 N 0079 0080 2,572.56 061324 N 0080 0081 2,998.30 061924 N 0081 172,008.84 TOTAL THIS ESTIMATE 334,880.83 TOTAL PREVIOUS ESTIMATE 506,889.67 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 08/21/24 EST. NO. 024 TIME 04:40 PM R.E. NAME: SULTAN GHAZIALAM 11-423804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNSAT CPM UPDATE 25% -47,368.00 018 MISSING CPM UPDATE -61,550.00 019 MISSING CPM UPDATE -45,519.00 021 0.00 -154,437.00 TOTAL DEDUCTIONS 0.00 -154,437.00 PROGRAM CAS145 PAGE 1 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 LOCATION 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 0.500 775.00 1.000 1,550 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 900.0000 315,000.00 22.000 19,800.00 326.000 293,400 004 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 0.009 976.50 0.837 90,814 007 TRAFFIC CONTROL SYSTEM LS 863,243.0000 863,243.00 0.062 53,521.07 0.931 803,679 008 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 11,160.00 323.000 11,628 011 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 0.754 603.20 11.177 8,941 013 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 30,900.000 285,825 016 ALTERNATIVE TEMPORARY CRASH EA 2,750.0000 132,000.00 53.000 145,750 CUSHION- TL-3 017 TEMPORARY CRASH CUSHION MODULE EA 190.0000 7,980.00 42.000 7,980 018 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 0.062 2,790.00 0.931 41,895 020 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 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.000 10,400.00 468.000 152,100 025 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 0.046 11,040.00 0.686 164,640 029 TEMPORARY CONCRETE WASHOUT LS 54,000.0000 54,000.00 0.062 3,348.00 0.931 50,274 030 MANAGE SOLID WASTE GENERATED HR 155.0000 117,800.00 47.000 7,285 BY THE PUBLIC 031 TREATED WOOD WASTE LB 0.9500 103,550.00 912.000 866.40 102,492.000 97,367 032 REMOVE CONCRETE (CY) CY 185.0000 33,300.00 173.420 32,082 033 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 0.046 2,760.00 0.686 41,160 034 ROADWAY EXCAVATION CY 52.0000 676,000.00 1,888.860 98,220.72 8,414.530 437,555 035 IMPORTED BORROW (CY) CY 80.0000 4,080.00 93.700 7,496 036 SUBGRADE ENHANCEMENT GEOGRID SQYD 3.0000 9,360.00 3,894.590 11,683 037 ROADSIDE CLEARING LS 35,000.0000 35,000.00 0.098 3,430.00 0.700 24,500 038 REMOVE PALM TREE EA 1,300.0000 2,600.00 2.000 2,600.00 2.000 2,600 039 ROCK BLANKET SQFT 17.5000 20,125.00 326.000 5,705.00 1,150.000 20,125 040 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 0.500 2,050.00 1.000 4,100 FACILITIES PROGRAM CAS145 PAGE 3 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,037.50 0.750 3,037 050 CONTROL AND NEUTRAL CONDUCTORS LS 5,100.0000 5,100.00 0.250 1,275.00 0.250 1,275 051 1" REMOTE CONTROL VALVE EA 710.0000 710.00 1.000 710.00 1.000 710 052 1 1/2" REMOTE CONTROL VALVE EA 840.0000 4,200.00 5.000 4,200.00 5.000 4,200 053 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 6.000 732.00 6.000 732 055 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.0000 4,180.00 55.000 4,180.00 55.000 4,180 056 POP-UP SPRINKLER ASSEMBLY EA 162.0000 2,592.00 16.000 2,592.00 16.000 2,592 057 2" GATE VALVE EA 660.0000 660.00 1.000 660.00 1.000 660 058 3" GATE VALVE EA 1,425.0000 1,425.00 1.000 1,425.00 1.000 1,425 059 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 9,930.00 1,640.000 9,840.00 1,640.000 9,840 (F) LINE) 060 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 3,060.00 340.000 3,060.00 340.000 3,060 (F) (SUPPLY LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.5000 1,377.50 140.000 1,330.00 140.000 1,330 (F) (SUPPLY LINE) 062 2" PLASTIC PIPE (SCHEDULE 40) LF 10.2500 2,357.50 220.000 2,255.00 220.000 2,255 (F) (SUPPLY LINE) 063 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.2500 367.50 30.000 367.50 30.000 367 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (CLASS 315) LF 14.7500 7,493.00 280.000 4,130.00 280.000 4,130 (F) (SUPPLY LINE) 065 8" CORRUGATED HIGH DENSITY LF 660.0000 2,640.00 4.000 2,640.00 4.000 2,640 POLYETHYLENE PIPE CONDUIT 066 10" CORRUGATED HIGH DENSITY LF 660.0000 2,640.00 4.000 2,640.00 4.000 2,640 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 47.000 2,820 069 CLASS 2 AGGREGATE BASE (CY) CY 15.0000 14,700.00 1,310.440 19,656 070 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 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,761.075 183,151.80 11,266.315 1,171,696 077 MINOR HOT MIX ASPHALT TON 270.0000 10,530.00 25.580 6,906 078 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 129.0000 4,347,300.00 6,959.295 897,749.06 27,813.305 3,587,916 079 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 4,725.00 350.000 612.50 350.000 612 081 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.9000 60,610.00 8,668.000 16,469.20 8,668.000 16,469 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 71,050.00 11,144.000 19,502.00 11,144.000 19,502 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8000 13,986.00 1,542.000 2,775.60 1,542.000 2,775 084 PLACE HOT MIX ASPHALT SQYD 245.0000 29,400.00 46.330 11,350 (MISCELLANEOUS AREA) 085 TACK COAT TON 550.0000 60,500.00 29.540 16,247.00 89.660 49,313 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 41,700.00 9,840.000 4,920.00 41,286.800 20,643 088 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2000 525,800.00 52,606.280 115,733.82 193,138.770 424,905 089 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 8.120 38,894 092 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 669,700.00 183,941.150 680,582 094 GRIND EXISTING CONCRETE SQYD 5.0000 203,500.00 40,637.000 203,185 PAVEMENT 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,500.0000 11,050.00 1.700 11,050.00 1.700 11,050 (F) 096 REMOVE PEDESTRIAN BARRICADE EA 90.0000 1,440.00 16.000 1,440 097 PEDESTRIAN BARRICADE EA 1,900.0000 30,400.00 10.000 19,000.00 10.000 19,000 098 3" PLASTIC PIPE (EDGE DRAIN) LF 13.0000 1,690.00 90.000 1,170.00 90.000 1,170 099 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 36.0000 1,296.00 17.000 612.00 17.000 612 100 PERMEABLE MATERIAL (BLANKET) CY 180.0000 1,260.00 0.000 0 (F) 101 GRATED LINE DRAIN LF 310.0000 3,100.00 30.000 9,300.00 30.000 9,300 102 42" ALTERNATIVE PIPE RISER LF 650.0000 7,150.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,300.00 1.000 1,300 104 CONCRETE (CONCRETE APRON) CY 620.0000 2,790.00 0.000 0 105 DETECTABLE WARNING SURFACE SQFT 25.5000 16,320.00 509.000 12,979 106 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,370.0000 205,500.00 9.000 12,330.00 142.930 195,814 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 3,900.00 650.000 3,900.00 650.000 3,900 (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 10.000 970.00 10.000 970 115 REMOVE ROADSIDE SIGN EA 51.0000 408.00 8.000 408.00 8.000 408 (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 6,750.00 366.170 4,119.41 366.170 4,119 (0.063"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 5,125.00 270.000 3,375.00 270.000 3,375 (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 20.000 6,600.00 20.000 6,600 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 81.0000 1,620.00 12.000 972.00 12.000 972 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 44.000 3,124.00 44.000 3,124 EXISTING POST 126 MIDWEST GUARDRAIL SYSTEM LF 48.0000 465,120.00 8,838.800 424,262 127 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 157,740.00 2,855.000 188,430 128 SINGLE THRIE BEAM BARRIER LF 56.0000 103,040.00 212.500 11,900.00 4,137.000 231,672 129 DOUBLE THRIE BEAM BARRIER LF 71.0000 91,590.00 550.000 39,050 PROGRAM CAS145 PAGE 6 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 27,150 131 TRANSITION RAILING (TYPE DTB) EA 4,525.0000 9,050.00 2.000 9,050 132 TRANSITION RAILING (TYPE WB-31) EA 4,525.0000 131,225.00 25.000 113,125 133 END CAP (TYPE TC) EA 720.0000 27,360.00 34.000 24,480 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,290.0000 36,120.00 26.000 33,540 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 136,400.00 31.000 136,400 136 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 264,120.00 109.330 81,341.52 380.680 283,225 (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 8,852.500 79,672 143 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 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.999 203,796 166 MODIFYING LIGHTING SYSTEMS LS 97,300.0000 97,300.00 1.000 97,300 167 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 655,500.0000 655,500.00 0.027 17,698.50 0.878 575,529 168 MODIFYING RAMP METERING SYSTEMS LS 328,000.0000 328,000.00 0.034 11,152.00 0.767 251,576 169 MODIFYING TRAFFIC MONITORING STATIONS LS 143,500.0000 143,500.00 0.174 24,969.00 0.427 61,274 170 MODIFYING CENSUS SYSTEMS LS 7,700.0000 7,700.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423804 TIME 04:40 PM ESTIMATE NO. 024 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 08/20/24 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,748,912.30 16,606,084.35 ADJUSTMENT OF COMPENSATION 0.00 25,893.67 EXTRA WORK 172,008.84 480,996.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,920,921.14 17,112,974.02 171 MOBILIZATION LS 2,600,000.0000 2,600,000.00 1.000 2,600,000 ORIGINAL CONTRACT AMOUNT 27,388,388.00 TOTAL WORK COMPLETED 1,920,921.14 19,712,974.02 MATERIALS ON HAND ON SITE 338,275.37 392,246.85 DEDUCTIONS 0.00 -154,437.00 TOTAL 2,259,196.51 19,950,783.87 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 07/31/25 326 198 0 0 69% 69% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/05/22. SULTAN GHAZIALAM RESIDENT ENGINEER