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 02/29/24 EST. NO. 004 TIME 09:09 AM R.E. NAME: HIGGINS KYLE 02-3J8504 --------------------------------------------------------------------------- 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 02/29/24 EST. NO. 004 TIME 09:09 AM R.E. NAME: HIGGINS KYLE 02-3J8504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 001 RTN MISSING CEM 4401 10,000.00 004 10,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 001 RTN MISSING CEM 2402 10,000.00 004 10,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/29/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J8504 TIME 09:09 AM ESTIMATE NO. 004 BID OPENING 04/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/17/23 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 02/29/24 LOCATION RERUN FINAL ESTIMATE 02-MOD-299-40.6/46.5 -------------------- AMERICAN PAVEMENT SYSTEMS, MODOC COUNTY NEAR ALTURAS FROM ROUTE 395 INC. TO 0.2 MILE EAST OF COUNTY ROAD 58 1012 11TH STREET MODESTO CA 95354 FED. AID NO. N O N E PLACE ASPHALT RUBBER CHIP SEAL. ------------------------------------------------------------------------------------------------------------------------------------ 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 3,300.0000 66,000.00 20.000 66,000 003 CONSTRUCTION AREA SIGNS LS 32,393.0000 32,393.00 1.000 32,393 004 TRAFFIC CONTROL SYSTEM LS 120,090.0000 120,090.00 1.000 120,090 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 36.0000 3,960.00 110.000 3,960 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 1.000 10,000 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 70.0000 2,800.00 40.000 2,800 009 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 011 SAND COVER (SEAL) TON 100.0000 23,000.00 205.000 20,500 012 ASPHALT-RUBBER BINDER TON 650.0000 175,500.00 263.760 171,444 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,500.0000 1,950.00 1.300 1,950 014 ASPHALTIC EMULSION (FLUSH COAT) TON 1,500.0000 39,000.00 26.000 39,000 015 PRECOATED AGGREGATE (SEAL COAT) TON 142.0000 232,880.00 1,608.970 228,473 016 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 380.00 19.000 380 (0.063"-UNFRAMED) 017 ROADSIDE SIGN - ONE POST EA 575.0000 1,150.00 2.000 1,150 018 THERMOPLASTIC PAVEMENT MARKING SQFT 17.5000 4,200.00 240.000 4,200 019 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 108,900.00 101,140.000 111,254 (ENHANCED WET NIGHT VISIBILITY) 020 8" THERMOPLASTIC TRAFFIC STRIPE LF 7.3000 876.00 120.000 876 (ENHANCED WET NIGHT VISIBILITY) 021 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 2,400.00 240.000 2,400 022 TRANSVERSE RUMBLE STRIPS LF 13.5000 9,180.00 680.000 9,180 PROGRAM CAS145 PAGE 2 DATE 02/29/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J8504 TIME 09:09 AM ESTIMATE NO. 004 BID OPENING 04/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/17/23 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 02/29/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 851,050.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 0.00 851,050.74 ORIGINAL CONTRACT AMOUNT 859,659.00 TOTAL WORK COMPLETED 0.00 851,050.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 0.00 TOTAL 20,000.00 851,050.74 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 05/25/23 20 07/21/23 07/21/23 08/17/23 11 0 0 0 100% 100% HIGGINS KYLE RESIDENT ENGINEER