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 01/22/25 EST. NO. 004 TIME 11:31 AM R.E. NAME: KATTAO, BIBARS/CE- ESSAYLI,M 12-0R1704 --------------------------------------------------------------------------- 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 0005 969.82 E.W. @ F.A.(+) 102324 N HERC1 0006 1,391.49 102324 N HERC2 2,361.31 TOTAL THIS ESTIMATE 10,278.03 TOTAL PREVIOUS ESTIMATE 12,639.34 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 01/22/25 EST. NO. 004 TIME 11:31 AM R.E. NAME: KATTAO, BIBARS/CE- ESSAYLI,M 12-0R1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING FRINGE STMT -10,000.00 001 FRINGE BENEFITS 10,000.00 002 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R1704 TIME 11:31 AM ESTIMATE NO. 004 BID OPENING 07/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: KATTAO, BIBARS/CE- ESSAYLI,M DATE OF THIS ESTIMATE 01/22/25 LOCATION PROGRESS ESTIMATE 12-ORA-1-8.5 ----------------- INTERNATIONAL LINE BUILDERS, ORANGE COUNTY IN LAGUNA BEACH AT CRESS INC. STREET 3955 TEMESCAL CANYON ROAD CORONA CA 92883 FED. AID NO. HSNH-P001(691)E REPLACE TRAFFIC SIGNALS, INSTALL LIGHTING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,341.0000 2,341.00 1.000 2,341 002 TIME-RELATED OVERHEAD (WDAY) WDAY 403.7500 48,450.00 68.000 27,455.00 120.000 48,450 003 CONSTRUCTION AREA SIGNS LS 24,515.0000 24,515.00 0.250 6,128.75 1.000 24,515 004 TRAFFIC CONTROL SYSTEM LS 42,122.0000 42,122.00 0.400 16,848.80 1.000 42,122 005 FLASHING ARROW SIGN EA 3,977.0000 7,954.00 2.000 7,954.00 2.000 7,954 006 TYPE II BARRICADE EA 58.0000 1,566.00 27.000 1,566 007 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 3,840.00 64.000 3,840 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 3,900.0000 3,900.00 1.000 3,900 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,041.0000 14,041.00 1.000 14,041 010 JOB SITE MANAGEMENT LS 8,585.0000 8,585.00 0.100 858.50 1.000 8,585 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 986.0000 986.00 1.000 986 012 TEMPORARY DRAINAGE INLET PROTECTION EA 204.0000 1,020.00 5.000 1,020 013 REMOVE CONCRETE (CY) CY 791.0000 34,804.00 43.160 34,139 014 RESET COBBLE ROCK LF 221.5000 886.00 4.000 886 015 CLEARING AND GRUBBING (LS) LS 8,357.0000 8,357.00 1.000 8,357 016 CLASS 2 AGGREGATE BASE (CY) CY 259.0000 5,439.00 0.500 129.50 21.000 5,439 017 HOT MIX ASPHALT (TYPE A) TON 825.9500 16,519.00 13.300 10,985.14 20.000 16,519 018 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 1,050.0000 12,600.00 12.000 12,600.00 12.000 12,600 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 116.0000 10,092.00 87.000 10,092.00 87.000 10,092 020 REMOVE CONCRETE PAVEMENT (CY) CY 380.0000 7,220.00 0.200 76.00 19.000 7,220 021 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,629.0000 11,403.00 0.200 325.80 7.000 11,403 (F) (RAPID STRENGTH CONCRETE) 022 MINOR CONCRETE (MINOR STRUCTURE) (RAPID CY 3,980.0000 3,980.00 0.100 398.00 1.000 3,980 (F) STRENGTH CONCRETE) PROGRAM CAS145 PAGE 2 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R1704 TIME 11:31 AM ESTIMATE NO. 004 BID OPENING 07/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: KATTAO, BIBARS/CE- ESSAYLI,M DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE BACKFILL (PIPE TRENCH) (RAPID CY 1,600.0000 11,200.00 8.100 12,960 (F) STRENGTH CONCRETE) 024 18" REINFORCED CONCRETE PIPE LF 641.0000 40,383.00 0.900 576.90 63.000 40,383 025 DRAINAGE INLET MARKER EA 1,367.0000 4,101.00 3.000 4,101 026 ABANDON CULVERT (EA) EA 4,012.0000 4,012.00 1.000 4,012 027 REMOVE PIPE (LF) LF 2,675.0000 64,200.00 0.100 267.50 24.000 64,200 028 REMOVE INLET EA 2,535.0000 7,605.00 4.000 10,140 029 DETECTABLE WARNING SURFACE SQFT 95.0000 5,700.00 30.000 2,850.00 60.000 5,700 030 MINOR CONCRETE (MISCELLANEOUS CY 3,228.0000 67,788.00 18.100 58,426.80 21.000 67,788 CONSTRUCTION) 031 MINOR CONCRETE (MISCELLANEOUS CY 1,112.0000 15,568.00 14.100 15,679 CONSTRUCTION) (RAPID STRENGTH CONCRETE) 032 PRE/POST CONSTRUCTION SURVEYS EA 3,788.7500 15,155.00 1.000 3,788.75 4.000 15,155 033 MISCELLANEOUS IRON AND STEEL LB 15.9000 8,109.00 170.000 2,703.00 510.000 8,109 (F) 034 PARKING METER POST EA 5,607.0000 5,607.00 1.000 5,607.00 1.000 5,607 035 REMOVE PARKING METER POST EA 2,371.0000 2,371.00 1.000 2,371.00 1.000 2,371 036 PAINT CURB (2-COAT) SQFT 3.4500 2,484.00 720.000 2,484.00 720.000 2,484 037 REMOVE PAVEMENT MARKER EA 8.9000 979.00 54.000 480.60 110.000 979 038 PAVEMENT MARKER (RETROREFLECTIVE) EA 23.4000 2,574.00 54.000 1,263.60 110.000 2,574 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 560.00 32.000 560.00 32.000 560 (0.063"-UNFRAMED) 040 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 4.7500 6,887.50 1,450.000 6,887.50 1,450.000 6,887 WET NIGHT VISIBILITY) 041 PAINT TRAFFIC STRIPE (2-COAT) LF 3.7500 3,337.50 1,140.000 4,275 042 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 1,890.00 420.000 1,890.00 420.000 1,890 (ENHANCED WET NIGHT VISIBILITY) 043 REMOVE PAINTED TRAFFIC STRIPE LF 3.5000 3,115.00 320.000 1,120.00 890.000 3,115 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.9000 4,095.00 490.000 1,911.00 1,050.000 4,095 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.9000 6,419.00 1,265.000 6,198.50 1,310.000 6,419 046 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 18.7800 3,756.00 200.000 3,756.00 200.000 3,756 047 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 12.0000 456.00 38.000 456.00 38.000 456 (BROKEN 6-1) 048 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 10.2500 3,280.00 320.000 3,280.00 320.000 3,280 (BROKEN 17-7) 049 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 24.5000 2,695.00 110.000 2,695.00 110.000 2,695 PROGRAM CAS145 PAGE 3 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R1704 TIME 11:31 AM ESTIMATE NO. 004 BID OPENING 07/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: KATTAO, BIBARS/CE- ESSAYLI,M DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SIGNAL AND LIGHTING SYSTEM LS 378,113.0000 378,113.00 0.250 94,528.25 0.999 377,734 051 MODIFYING INTERCONNECTION CONDUIT AND LS 20,253.0000 20,253.00 0.400 8,101.20 1.000 20,253 CABLE 052 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 23,417.0000 23,417.00 1.000 23,417 PROGRAM CAS145 PAGE 4 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R1704 TIME 11:31 AM ESTIMATE NO. 004 BID OPENING 07/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: KATTAO, BIBARS/CE- ESSAYLI,M DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 306,054.09 991,031.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,361.31 12,639.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 308,415.40 1,003,670.49 053 MOBILIZATION LS 58,100.0000 58,100.00 1.000 58,100 ORIGINAL CONTRACT AMOUNT 1,044,830.00 TOTAL WORK COMPLETED 308,415.40 1,061,770.49 MATERIALS ON HAND ON SITE -48,348.59 0.00 DEDUCTIONS 0.00 0.00 TOTAL 260,066.81 1,061,770.49 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 09/28/23 120 09/09/24 03/26/24 03/25/25 71 128 0 0 100% 59% PROGRESS IS SATISFACTORY KATTAO, BIBARS/CE- ESSAYLI,M RESIDENT ENGINEER