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 10/12/10 EST. NO.06 TIME 11:15 AM R.E. NAME: PASCAL, ANTHONY 02-1E1104 --------------------------------------------------------------------------- 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 10/12/10 EST. NO.06 TIME 11:15 AM R.E. NAME: PASCAL, ANTHONY 02-1E1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 05 RECEIVED CEM2402F 10,000.00 06 10,000.00 0.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -2,761.33 05 CERTIFIED PAYROLLS 2,761.33 06 2,761.33 0.00 TOTAL DEDUCTIONS 12,761.33 0.00 PROGRAM CAS145 PAGE 1 DATE 10/12/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 11:15 AM ESTIMATE NO. 06 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/12/10 LOCATION RERUN FINAL ESTIMATE 02-SHA-5-R28.9/R29.3 -------------------- J F SHEA CONSTRUCTION INC IN SHASTA COUNTY NEAR SHASTA LAKE P O BOX 494519 FROM 0.4 MILE SOUTH TO TURNTABLE REDDING CA 96049 BAY OVERCROSSING FED. AID NO. ACHS-058(339)E ,IM-058(339)E REALIGN ROADWAY WITH HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 2,300.0000 2,300.00 1.000 2,300.00 03 PREPARE STORM WATER POLLUTION LS 2,800.0000 2,800.00 1.000 2,800.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL LF 5.0000 2,500.00 220.000 1,100.00 05 TEMPORARY CHECK DAM LF 5.0000 3,000.00 258.000 1,290.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 11.000 3,300.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,700.0000 2,700.00 1.000 2,700.00 08 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 1.000 3,500.00 09 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2700 25,654.00 18,223.000 23,143.21 11 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 14.0000 1,820.00 126.000 1,764.00 12 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 9,500.00 187.000 9,350.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,000.0000 4,000.00 1.000 4,000.00 14 PORTABLE RADAR TRAILER EA 1,500.0000 3,000.00 2.000 3,000.00 15 TEMPORARY RAILING (TYPE K) LF 9.0000 44,640.00 5,012.000 45,108.00 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 7,000.00 28.000 7,000.00 17 REMOVE MARKER EA 150.0000 450.00 3.000 450.00 18 REMOVE BARRIER MARKER EA 30.0000 510.00 17.000 510.00 19 REMOVE PAINTED TRAFFIC STRIPE LF 1.4000 4,970.00 -938.000 -1,313.20 2,820.000 3,948.00 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 6,500.00 1,161.000 3,018.60 3,691.000 9,596.60 21 REMOVE PAVEMENT MARKER EA 12.0000 1,440.00 87.000 1,044.00 22 REMOVE ROADSIDE SIGN EA 110.0000 1,870.00 17.000 1,870.00 PROGRAM CAS145 PAGE 2 DATE 10/12/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 11:15 AM ESTIMATE NO. 06 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/12/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE EDGE DRAIN SYSTEM LF 5.0000 9,800.00 1,955.050 9,775.25 24 REMOVE CULVERT LF 35.0000 2,555.00 73.000 2,555.00 25 REMOVE INLET EA 320.0000 1,920.00 6.000 1,920.00 26 RECONSTRUCT INLET EA 2,000.0000 2,000.00 1.000 2,000.00 27 RELOCATE PORTABLE CONCRETE BARRIER LF 15.0000 2,400.00 157.000 2,355.00 (TYPE 60K) 28 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 23.0000 15,870.00 690.000 15,870.00 29 REMOVE CONCRETE BARRIER LF 63.0000 26,460.00 420.000 26,460.00 30 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 31 DEVELOP WATER SUPPLY LS 11,000.0000 11,000.00 1.000 11,000.00 32 ROADWAY EXCAVATION CY 8.3000 183,430.00 22,156.000 183,894.80 33 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 34 CONCRETE BACKFILL CY 150.0000 2,100.00 15.000 2,250.00 35 IMPORTED MATERIAL (SHOULDER BACKING) TON 60.0000 8,400.00 189.750 11,385.00 36 CLASS 2 AGGREGATE BASE CY 41.0000 250,920.00 6,117.000 250,797.00 37 HOT MIX ASPHALT (TYPE A) TON 83.0000 594,280.00 7,017.900 582,485.70 38 HOT MIX ASPHALT (OPEN GRADED) TON 96.0000 87,360.00 856.500 82,224.00 39 SHOULDER RUMBLE STRIP STA 176.0000 3,696.00 33.150 5,834.40 (HMA,GROUND-IN INDENTATIONS) 40 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 4,440.00 1,110.000 4,440.00 41 PLACE HOT MIX ASPHALT SQYD 5.0000 5,950.00 1,211.760 6,058.80 (MISCELLANEOUS AREA) 42 TACK COAT TON 650.0000 1,820.00 5.492 3,569.80 43 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 9,720.00 6.500 7,800.00 F) 44 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 1,485.00 45.000 1,485.00 (0.080"-UNFRAMED) 45 METAL (BARRIER MOUNTED SIGN) LB 11.0000 3,850.00 350.000 3,850.00 350.000 3,850.00 46 ROADSIDE SIGN - ONE POST EA 600.0000 1,800.00 3.000 1,800.00 47 24" ALTERNATIVE PIPE CULVERT LF 66.0000 22,440.00 344.000 22,704.00 48 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 7,800.00 111.000 6,660.00 49 24" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 13,950.00 67.200 10,080.00 PROGRAM CAS145 PAGE 3 DATE 10/12/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 11:15 AM ESTIMATE NO. 06 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/12/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 18" SLOTTED CORRUGATED STEEL PIPE LF 77.0000 13,090.00 160.000 12,320.00 (.079" THICK) 51 3" PLASTIC PIPE (EDGE DRAIN) LF 75.0000 2,775.00 15.000 1,125.00 52 36" CORRUGATED STEEL PIPE INLET LF 225.0000 3,825.00 16.400 3,690.00 (.079" THICK) 53 ROCK SLOPE PROTECTION CY 200.0000 4,600.00 25.000 5,000.00 (BACKING NO. 2, METHOD B) 54 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 176.00 89.430 178.86 55 MISCELLANEOUS IRON AND STEEL LB 2.0000 3,584.00 1,553.000 3,106.00 F) 56 DELINEATOR (CLASS 2) EA 60.0000 660.00 11.000 660.00 57 MILEPOST MARKER EA 100.0000 100.00 1.000 100.00 58 MARKER (CULVERT) EA 60.0000 420.00 6.000 360.00 59 CULVERT MARKER (BARRIER MOUNTED) EA 80.0000 400.00 5.000 400.00 60 CONCRETE BARRIER (TYPE 60) LF 275.0000 2,750.00 10.000 2,750.00 61 CONCRETE BARRIER (TYPE 60C) LF 120.0000 50,400.00 411.000 49,320.00 62 THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 5,214.00 19,279.000 6,362.07 (SPRAYABLE) 63 PAVEMENT MARKER EA 11.0000 3,080.00 284.000 3,124.00 (RETROREFLECTIVE-RECESSED) 64 TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 4 DATE 10/12/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 11:15 AM ESTIMATE NO. 06 BID OPENING 11/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/12/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 5,555.40 1,525,323.49 ADJUSTMENT OF COMPENSATION 0.00 150,271.18 EXTRA WORK 0.00 10,737.89 SUBTOTAL AMOUNT EARNED 5,555.40 1,686,332.56 ORIGINAL CONTRACT AMOUNT 1,546,224.00 TOTAL WORK COMPLETED 5,555.40 1,686,332.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 12,761.33 0.00 TOTAL 18,316.73 1,686,332.56 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 01/12/10 45 03/01/10 03/08/10 06/21/10 55 19 12 0 100% 100% PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/12/10