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 08/24/23 EST. NO. 017 TIME 12:53 PM R.E. NAME: SULTAN GHAZIALAM 11-424704 --------------------------------------------------------------------------- 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 08/24/23 EST. NO. 017 TIME 12:53 PM R.E. NAME: SULTAN GHAZIALAM 11-424704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LD'S 15 DAYS -72,000.00 006 RELESED LD'S 15 DAYS 72,000.00 012 O/S 2402F/2403F -10,000.00 016 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION DEL AUG 2022 CPR -3,000.00 011 OTH NOV 2022 CPR -10,000.00 013 DEL JAN 2023 CPR -10,000.00 015 RECD AUG 22 DEL 3,000.00 015 0.00 -20,000.00 LIQUIDATED DAMAGES LD'S 28 DAYS -134,400.00 008 LD'S 22 DAYS-MAY2022 -105,600.00 009 LD'S 28 DAYS -134,400.00 009 LD'S 35 DAYS -168,000.00 010 LD'S 28 DAYS -134,400.00 011 LD'S 28DAYS -134,400.00 012 RELEASED LDS 169DAYS 811,200.00 012 0.00 0.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-424704 TIME 12:53 PM ESTIMATE NO. 017 BID OPENING 01/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/24/23 LOCATION FINAL ESTIMATE 11-SD-5-R13.5/R14.4 -------------- PAL GENERAL ENGINEERING INC IN SAN DIEGO COUNTY IN SAN DIEGO ON 2364 PASEO DE LAS AMERICA 104 ROUTE 5 FROM NATIONAL AVENUE OC TO SAN DIEGO CA 92154 COMMERCIAL ST OVERHEAD AND ON ROUTE 805 AT ROUTE 94/805 SEPARATION. FED. AID NO. SIMG-X073(144)E UPGRADE END TREATMENTS AND INSTALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 900.0000 72,000.00 80.000 72,000 003 CONSTRUCTION AREA SIGNS LS 29,000.0000 29,000.00 1.000 29,000 004 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5200 7,852.00 15,100.000 7,852 006 PLASTIC TRAFFIC DRUMS EA 50.0000 3,450.00 69.000 3,450 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 2,500.0000 30,000.00 12.000 30,000 SYSTEM DAY 008 TEMPORARY PAVEMENT MARKER EA 3.7400 1,271.60 340.000 1,271 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 1,200.0000 12,000.00 10.000 12,000 010 TEMPORARY RAILING (TYPE K) LF 18.0000 140,760.00 7,820.000 140,760 011 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,500.00 42.000 10,500 012 ALTERNATIVE TEMPORARY CRASH EA 3,500.0000 49,000.00 14.000 49,000 CUSHION 013 TEMPORARY RADAR SPEED FEEDBACK EA 5,000.0000 30,000.00 6.000 30,000 SIGN SYSTEM 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,500.0000 3,500.00 1.000 3,500 015 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 5,400.00 24.000 5,400 016 TEMPORARY CONSTRUCTION ENTRANCE EA 4,755.0000 9,510.00 0.000 0 017 STREET SWEEPING LS 12,500.0000 12,500.00 1.000 12,500 018 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 019 MANAGE SOLID WASTE GENERATED BY HR 220.0000 18,480.00 84.000 18,480 PUBLIC 020 TREATED WOOD WASTE LB 0.3000 6,390.00 21,244.060 6,373 021 REMOVE CONCRETE (CY) CY 1,500.0000 3,450.00 2.280 3,420 022 CLEARING AND GRUBBING (LS) LS 56,000.0000 56,000.00 1.000 56,000 PROGRAM CAS145 PAGE 2 DATE 08/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-424704 TIME 12:53 PM ESTIMATE NO. 017 BID OPENING 01/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 133.0000 79,800.00 368.980 49,074 024 ROADWAY EXCAVATION (TYPE Z-2) CY 225.0000 141,750.00 469.330 105,599 (AERIALLY DEPOSITED LEAD) 025 IMPORTED BORROW (CY) CY 185.0000 24,050.00 125.060 23,136 026 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 15.0000 23,850.00 1,585.000 23,775 027 ROADSIDE CLEARING LS 26,000.0000 26,000.00 1.000 26,000 028 PACKET FERTILIZER EA 8.0000 584.00 73.000 584 029 SLOW-RELEASE FERTILIZER LB 2.8500 1,368.00 480.000 1,368 030 PLANT (GROUP H) EA 0.6500 44,571.80 66,316.000 43,105 (F) 031 PLANT (GROUP A) EA 60.0000 4,380.00 73.000 4,380 032 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 1.000 35,000 033 WOOD MULCH CY 1,200.0000 2,640.00 2.000 2,400 034 CHECK AND TEST EXISTING IRRIGATION LS 15,000.0000 15,000.00 1.000 15,000 FACILITIES 035 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 1.000 10,000 036 CONTROL AND NEUTRAL CONDUCTORS LS 1,500.0000 1,500.00 1.000 1,500 037 1 1/2" REMOTE CONTROL VALVE EA 650.0000 9,100.00 14.000 9,100 038 2" REMOTE CONTROL VALVE EA 950.0000 1,900.00 2.000 1,900 039 TREE WELL SPRINKLER ASSEMBLY EA 250.0000 5,250.00 3.000 750 040 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 85.0000 11,050.00 124.000 10,540 041 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 185.0000 9,805.00 49.000 9,065 042 1 1/2" GATE VALVE EA 875.0000 2,625.00 3.000 2,625 043 2" GATE VALVE EA 650.0000 4,550.00 7.000 4,550 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 80.0000 5,680.00 71.000 5,680 (F) LINE) 045 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 31,260.00 2,605.000 31,260 (F) (SUPPLY LINE) 046 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 25,116.00 1,794.000 25,116 (F) (SUPPLY LINE) 047 2" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 5,792.00 362.000 5,792 (F) (SUPPLY LINE) 048 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 5,865.00 391.000 5,865 (F) (SUPPLY LINE) 049 3" PLASTIC PIPE (CLASS 315) LF 12.0000 27,600.00 2,300.000 27,600 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 08/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-424704 TIME 12:53 PM ESTIMATE NO. 017 BID OPENING 01/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 120.0000 11,040.00 90.000 10,800 051 INCORPORATE MATERIALS SQFT 2.0000 9,920.00 4,955.000 9,910 052 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 32,900.00 148.520 10,396 053 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,150.0000 8,600.00 2.940 6,321 054 HOT MIX ASPHALT (TYPE A) TON 225.0000 69,750.00 216.000 48,600 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 320.0000 67,200.00 220.000 70,400 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 9,240.00 1,540.000 9,240 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 6,960.00 580.000 6,960 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 24.0000 5,040.00 219.500 5,268 059 PLACE HOT MIX ASPHALT DIKE (TYPE E MOD) LF 26.0000 7,800.00 369.570 9,608 060 TACK COAT TON 5,650.0000 2,825.00 0.500 2,825 061 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 6,860.00 3,430.000 6,860 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 55.0000 6,050.00 107.660 5,921 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,900.0000 42,940.00 22.600 42,940 (F) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 2,850.0000 33,060.00 11.600 33,060 (F) 065 CLEAN EXPANSION JOINT LF 96.0000 11,808.00 60.000 5,760 066 JOINT SEAL (MR 1") LF 135.0000 4,050.00 0.000 0 067 JOINT SEAL (MR 1 1/2") LF 155.0000 5,115.00 0.000 0 068 JOINT SEAL (MR 2") LF 165.0000 9,900.00 60.000 9,900 069 REMOVE RETAINING WALL (WOOD) LF 185.0000 2,405.00 13.000 2,405 070 ABRASIVE BLAST CONCRETE SURFACE SQFT 0.6500 54,246.40 83,456.000 54,246 071 30" ALTERNATIVE PIPE CULVERT LF 850.0000 27,200.00 32.000 27,200 072 18" REINFORCED CONCRETE PIPE LF 500.0000 15,000.00 30.000 15,000 073 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 350.0000 7,000.00 20.000 7,000 STEEL PIPE (.064" THICK) 074 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 265.0000 3,180.00 12.000 3,180 (.109" THICK) 075 18" CONCRETE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000 076 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500 PROGRAM CAS145 PAGE 4 DATE 08/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-424704 TIME 12:53 PM ESTIMATE NO. 017 BID OPENING 01/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CAP INLET EA 2,500.0000 5,000.00 2.000 5,000 078 ROCK SLOPE PROTECTION CY 615.0000 3,690.00 6.000 3,690 (F) (20 LB, CLASS I, METHOD B) (CY) 079 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 520.00 13.000 520 080 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 15.0000 61,800.00 4,120.000 61,800 CONCRETE) 081 REMOVE CONCRETE CURB (LF) LF 2.0000 2,360.00 1,180.000 2,360 082 MISCELLANEOUS IRON AND STEEL LB 4.0000 14,160.00 3,540.000 14,160 083 TEMPORARY FENCE (TYPE CL-6) LF 29.0000 2,088.00 0.000 0 084 GUARD RAILING DELINEATOR EA 28.0000 2,184.00 78.000 2,184 085 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 1,912.50 619.000 2,321 086 REMOVE ROADSIDE SIGN EA 110.0000 440.00 4.000 440 087 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 2,250.00 9.000 2,250 088 RESET ROADSIDE SIGN (TWO POST) EA 650.0000 650.00 1.000 650 089 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.5000 6,840.00 240.000 6,840 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 952.00 68.000 952 (0.080"-UNFRAMED) 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 880.00 44.000 880 (0.080"-FRAMED) 092 ROADSIDE SIGN - ONE POST EA 350.0000 1,400.00 4.000 1,400 093 SIGN POST SUPPORT SYSTEM EA 2,500.0000 10,000.00 4.000 10,000 094 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 450.00 3.000 450 EXISTING POST 095 MIDWEST GUARDRAIL SYSTEM LF 32.0000 53,760.00 1,675.000 53,600 096 TRANSITION RAILING (TYPE WB-31) EA 4,140.0000 20,700.00 5.000 20,700 097 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,035.0000 4,140.00 4.000 4,140 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,485.0000 13,455.00 3.000 13,455 099 ALTERNATIVE CRASH CUSHION EA 35,938.0000 143,752.00 4.000 143,752 100 CONCRETE BARRIER (TYPE 60MF) LF 290.0000 46,400.00 159.300 46,197 101 CONCRETE BARRIER (TYPE 60MS) LF 135.0000 248,400.00 1,627.860 219,761 102 CONCRETE BARRIER (TYPE 60MS MOD) LF 1,250.0000 10,000.00 8.000 10,000 103 CONCRETE BARRIER (TYPE 60MS MOD1) LF 450.0000 36,900.00 81.050 36,472 PROGRAM CAS145 PAGE 5 DATE 08/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-424704 TIME 12:53 PM ESTIMATE NO. 017 BID OPENING 01/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60MD MOD) LF 1,000.0000 28,000.00 27.850 27,850 105 CONCRETE BARRIER (TYPE 60MG MOD) LF 465.0000 32,550.00 69.080 32,122 106 REMOVE GUARDRAIL LF 7.2000 13,968.00 1,931.690 13,908 107 REMOVE CONCRETE BARRIER LF 85.0000 3,825.00 44.090 3,747 108 REMOVE CRASH CUSHION EA 650.0000 650.00 1.000 650 109 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7400 4,712.40 1,296.000 4,847 (ENHANCED WET NIGHT VISIBILITY) 110 REMOVE TRAFFIC STRIPE LF 0.3500 6,195.00 17,700.000 6,195 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 7,878.00 10,400.000 8,112 (ENHANCED WET NIGHT VISIBILITY) 112 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 12,397.00 5,390.000 12,397 (ENHANCED WET NIGHT VISIBILITY) 113 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3000 197.80 86.000 197 114 12" RUMBLE STRIP (SINUSOIDAL) (ASPHALT STA 85.0000 14,450.00 170.000 14,450 CONCRETE PAVEMENT) 115 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.4500 189.75 60.000 207 (WARRANTY) (BROKEN 12-3) 116 CONTRAST STRIPE PAINT (1-COAT) LF 0.1700 1,654.10 10,186.000 1,731 117 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.7600 607.20 231.000 637 (WARRANTY) (BROKEN 17-7) 118 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5300 19,784.60 8,034.000 20,326 (WARRANTY) (BROKEN 36-12) 119 SUBSURFACE LOCATOR LS 26,525.0000 26,525.00 0.000 0 120 MODIFYING CAMERA SYSTEM LS 25,460.0000 25,460.00 1.000 25,460 121 MODIFYING LIGHTING SYSTEMS LS 65,300.0000 65,300.00 0.380 24,814 122 MODIFYING TRAFFIC MONITORING STATIONS LS 35,600.0000 35,600.00 0.000 0 123 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 124 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 6 DATE 08/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-424704 TIME 12:53 PM ESTIMATE NO. 017 BID OPENING 01/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/23 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,503,701.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 39,450.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,543,151.85 125 MOBILIZATION LS 90,000.0000 90,000.00 1.000 90,000 ORIGINAL CONTRACT AMOUNT 2,868,267.15 TOTAL WORK COMPLETED 0.00 2,633,151.85 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 0.00 2,603,151.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/22/21 205 06/16/21 06/16/21 04/27/23 80 68 0 0 100% 100% SULTAN GHAZIALAM RESIDENT ENGINEER