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 06/01/23 EST. NO. 015 TIME 01:18 PM R.E. NAME: AULAKH, IQBAL 10-0Y6004 --------------------------------------------------------------------------- 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 06/01/23 EST. NO. 015 TIME 01:18 PM R.E. NAME: AULAKH, IQBAL 10-0Y6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 013 MISSING CEM-2402F -10,000.00 013 MISSING PAYROLLS -10,000.00 013 RECD FINAL CEM-4401 10,000.00 014 CUF VIOLATION -90,104.40 015 -90,104.40 -110,104.40 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 MISSING PAYROLL -5,000.00 005 MISSING PAYROLLS -10,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -3,000.00 010 MISSING PAYROLLS -10,000.00 011 0.00 -48,000.00 TOTAL DEDUCTIONS -90,104.40 -158,104.40 PROGRAM CAS145 PAGE 1 DATE 06/01/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y6004 TIME 01:18 PM ESTIMATE NO. 015 BID OPENING 02/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/26/23 R.E. NAME: AULAKH, IQBAL DATE OF THIS ESTIMATE 06/01/23 LOCATION SEMI-FINAL ESTIMATE 10-MPA-140-21.2/21.8 ------------------- IBARRA GENERAL ENGINEERING INC IN MARIPOSA COUNTY IN MARIPOSA ON 4325 TYROLITE ST; STATE ROUTE 140 FROM SOUTH JUNCTION RIVERSIDE CA 92509 STATE ROUTE 49 TO TWELFTH STREET FED. AID NO. HSNH-P140(37)E INSTALL CROSSWALKS AND IN-ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 1.000 1,900 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 120,000.00 120.000 120,000 003 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 1.000 9,000 004 TRAFFIC CONTROL SYSTEM LS 231,000.0000 231,000.00 1.000 231,000 005 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,000.0000 15,000.00 1.000 15,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 1.000 18,000 007 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,000.0000 2,000.00 1.000 2,000 009 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 3,400.00 34.000 3,400 010 TEMPORARY FIBER ROLL LF 7.0000 2,660.00 380.000 2,660 011 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000 012 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 1.000 5,500 013 TREATED WOOD WASTE LB 3.5000 805.00 230.000 805 014 REMOVE CONCRETE (CY) CY 250.0000 16,250.00 87.500 21,875 015 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 2,800.00 400.000 2,800 016 CLEARING AND GRUBBING (LS) LS 17,000.0000 17,000.00 1.000 17,000 017 ROADWAY EXCAVATION CY 90.0000 71,100.00 397.900 35,811 018 STRUCTURE EXCAVATION (RETAINING WALL) CY 250.0000 34,000.00 136.000 34,000 (F) 019 STRUCTURE BACKFILL (RETAINING WALL) CY 200.0000 25,000.00 98.600 19,720 (F) 020 GRAVEL MULCH SQFT 7.0000 1,470.00 0.000 0 021 WOOD MULCH CY 150.0000 4,500.00 30.000 4,500 022 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 39,200.00 243.000 19,440 PROGRAM CAS145 PAGE 2 DATE 06/01/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y6004 TIME 01:18 PM ESTIMATE NO. 015 BID OPENING 02/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/26/23 R.E. NAME: AULAKH, IQBAL DATE OF THIS ESTIMATE 06/01/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT (TYPE A) TON 350.0000 9,100.00 0.000 0 024 MINOR HOT MIX ASPHALT TON 220.0000 39,600.00 54.000 11,880 025 PLACE HOT MIX ASPHALT SQYD 90.0000 14,400.00 57.000 5,130 (MISCELLANEOUS AREA) 026 TACK COAT TON 3,000.0000 300.00 0.000 0 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 175.0000 3,500.00 0.000 0 028 DRILL AND BOND (TIE BAR) EA 75.0000 450.00 6.000 450 029 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 45,050.00 42.700 36,295 (F) 030 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 91,800.00 34.000 91,800 (F) 031 MINOR CONCRETE (MINOR STRUCTURE) CY 3,400.0000 30,600.00 9.000 30,600 (F) 032 ARCHITECTURAL TREATMENT SQFT 35.0000 4,725.00 135.000 4,725 (F) 033 GRANITE CAPSTONE SQFT 195.0000 1,560.00 8.000 1,560 034 STONE VENEER SQFT 95.0000 86,450.00 711.000 67,545 035 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 12,042.00 3,184.000 9,552 (F) 036 18" REINFORCED CONCRETE PIPE LF 325.0000 217,750.00 670.000 217,750 037 10" CORRUGATED STEEL PIPE (.079" THICK) LF 250.0000 4,750.00 19.000 4,750 038 36" PRECAST CONCRETE PIPE INLET LF 540.0000 3,240.00 6.000 3,240 039 INLET DEPRESSION EA 3,500.0000 7,000.00 2.000 7,000 040 ABANDON CULVERT (LF) LF 45.0000 10,350.00 230.000 10,350 041 REMOVE CULVERT (LF) LF 45.0000 18,000.00 400.000 18,000 042 REMOVE INLET EA 1,600.0000 11,200.00 7.000 11,200 043 ADJUST VALVE BOX FRAME EA 300.0000 300.00 1.000 300 AND COVER TO GRADE 044 CULVERT SLURRY-CEMENT BACKFILL CY 650.0000 4,550.00 7.000 4,550 045 DETECTABLE WARNING SURFACE SQFT 85.0000 30,600.00 360.000 30,600 046 MINOR CONCRETE (MISCELLANEOUS CY 1,400.0000 238,000.00 170.000 238,000 CONSTRUCTION) 047 MINOR CONCRETE (TEXTURED PAVING) CY 1,400.0000 252,000.00 35.500 49,700 048 PRE/POST CONSTRUCTION SURVEYS EA 300.0000 2,400.00 8.000 2,400 049 MISCELLANEOUS IRON AND STEEL LB 3.0000 10,266.00 3,422.000 10,266 (F) PROGRAM CAS145 PAGE 3 DATE 06/01/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y6004 TIME 01:18 PM ESTIMATE NO. 015 BID OPENING 02/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/26/23 R.E. NAME: AULAKH, IQBAL DATE OF THIS ESTIMATE 06/01/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STAIN GALVANIZED SURFACES (LF) LF 65.0000 24,700.00 338.000 21,970 051 REMOVE FENCE LF 10.0000 550.00 55.000 550 052 REMOVE ROADSIDE SIGN EA 175.0000 525.00 3.000 525 053 RESET ROADSIDE SIGN EA 250.0000 500.00 2.000 500 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 7,975.00 580.000 7,975 (0.063"-UNFRAMED) 055 ROADSIDE SIGN - ONE POST EA 245.0000 6,125.00 25.000 6,125 056 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,800.00 38.000 3,800 METHOD) 057 INSTALL ROADSIDE SIGN PANEL ON EA 225.0000 450.00 2.000 450 EXISTING POST 058 ARCHITECTURAL HANDRAILING LF 240.0000 90,240.00 334.000 80,160 (F) 059 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 264.00 66.000 264 060 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 7,020.00 1,002.000 6,012 (ENHANCED WET NIGHT VISIBILITY) 061 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 540.00 264.000 528 062 LIGHTING SYSTEM LS 115,000.0000 115,000.00 1.000 115,000 063 IN-ROADWAY WARNING LIGHT SYSTEM LS 550,000.0000 550,000.00 1.000 550,000 PROGRAM CAS145 PAGE 4 DATE 06/01/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y6004 TIME 01:18 PM ESTIMATE NO. 015 BID OPENING 02/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/26/23 R.E. NAME: AULAKH, IQBAL DATE OF THIS ESTIMATE 06/01/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,265,913.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 226,364.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,492,277.47 064 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000 ORIGINAL CONTRACT AMOUNT 2,868,257.00 TOTAL WORK COMPLETED 0.00 2,742,277.47 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -90,104.40 -158,104.40 TOTAL -90,104.40 2,584,173.07 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 03/25/21 120 00/00/00 05/03/21 01/26/23 119 299 0 0 100% 100% AULAKH, IQBAL RESIDENT ENGINEER