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 05/27/10 EST. NO.03 TIME 10:53 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 --------------------------------------------------------------------------- 006 0002 367.43 E.W. @ F.A.(+) 041510 N 2 0 367.43 TOTAL THIS ESTIMATE 92,014.57 TOTAL PREVIOUS ESTIMATE 92,382.00 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 05/27/10 EST. NO.03 TIME 10:53 AM R.E. NAME: PASCAL, ANTHONY 02-1E1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 10:53 AM ESTIMATE NO. 03 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 05/20/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 05/27/10 LOCATION PROGRESS 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 0.310 713.00 0.800 1,840.00 03 PREPARE STORM WATER POLLUTION LS 2,800.0000 2,800.00 0.750 2,100.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL LF 5.0000 2,500.00 220.000 1,100.00 05 TEMPORARY CHECK DAM LF 5.0000 3,000.00 207.000 1,035.00 258.000 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 0.000 0.00 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 0.330 6,600.00 0.810 16,200.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2700 25,654.00 10,293.000 13,072.11 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 60.000 3,000.00 187.000 9,350.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,000.0000 4,000.00 0.310 1,240.00 0.790 3,160.00 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 2,480.000 22,320.00 5,012.000 45,108.00 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 7,000.00 14.000 3,500.00 28.000 7,000.00 17 REMOVE MARKER EA 150.0000 450.00 3.000 450.00 3.000 450.00 18 REMOVE BARRIER MARKER EA 30.0000 510.00 0.000 0.00 19 REMOVE PAINTED TRAFFIC STRIPE LF 1.4000 4,970.00 3,758.000 5,261.20 3,758.000 5,261.20 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 6,500.00 -385.000 -1,001.00 2,530.000 6,578.00 21 REMOVE PAVEMENT MARKER EA 12.0000 1,440.00 36.000 432.00 87.000 1,044.00 22 REMOVE ROADSIDE SIGN EA 110.0000 1,870.00 3.000 330.00 PROGRAM CAS145 PAGE 2 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 10:53 AM ESTIMATE NO. 03 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 05/20/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 27 RELOCATE PORTABLE CONCRETE BARRIER LF 15.0000 2,400.00 0.000 0.00 (TYPE 60K) 28 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 23.0000 15,870.00 100.000 2,300.00 622.220 14,311.06 29 REMOVE CONCRETE BARRIER LF 63.0000 26,460.00 420.000 26,460.00 420.000 26,460.00 30 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.800 20,000.00 31 DEVELOP WATER SUPPLY LS 11,000.0000 11,000.00 1.000 11,000.00 1.000 11,000.00 32 ROADWAY EXCAVATION CY 8.3000 183,430.00 119.000 987.70 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 0.000 0.00 35 IMPORTED MATERIAL (SHOULDER BACKING) TON 60.0000 8,400.00 149.900 8,994.00 149.900 8,994.00 36 CLASS 2 AGGREGATE BASE CY 41.0000 250,920.00 2,059.000 84,419.00 5,559.000 227,919.00 37 HOT MIX ASPHALT (TYPE A) TON 83.0000 594,280.00 6,957.400 577,464.20 7,011.400 581,946.20 38 HOT MIX ASPHALT (OPEN GRADED) TON 96.0000 87,360.00 0.000 0.00 39 SHOULDER RUMBLE STRIP STA 176.0000 3,696.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 40 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 4,440.00 1,110.000 4,440.00 1,110.000 4,440.00 41 PLACE HOT MIX ASPHALT SQYD 5.0000 5,950.00 1,179.560 5,897.80 1,179.560 5,897.80 (MISCELLANEOUS AREA) 42 TACK COAT TON 650.0000 1,820.00 2.790 1,813.50 2.962 1,925.30 43 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 9,720.00 0.400 480.00 5.500 6,600.00 F) 44 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 1,485.00 0.000 0.00 (0.080"-UNFRAMED) 45 METAL (BARRIER MOUNTED SIGN) LB 11.0000 3,850.00 0.000 0.00 46 ROADSIDE SIGN - ONE POST EA 600.0000 1,800.00 0.000 0.00 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 0.000 0.00 49 24" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 13,950.00 67.200 10,080.00 PROGRAM CAS145 PAGE 3 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 10:53 AM ESTIMATE NO. 03 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 05/20/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (.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 9.100 2,047.50 (.079" THICK) 53 ROCK SLOPE PROTECTION CY 200.0000 4,600.00 23.000 4,600.00 (BACKING NO. 2, METHOD B) 54 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 176.00 88.000 176.00 55 MISCELLANEOUS IRON AND STEEL LB 2.0000 3,584.00 950.000 1,900.00 F) 56 DELINEATOR (CLASS 2) EA 60.0000 660.00 0.000 0.00 57 MILEPOST MARKER EA 100.0000 100.00 0.000 0.00 58 MARKER (CULVERT) EA 60.0000 420.00 0.000 0.00 59 CULVERT MARKER (BARRIER MOUNTED) EA 80.0000 400.00 0.000 0.00 60 CONCRETE BARRIER (TYPE 60) LF 275.0000 2,750.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 60C) LF 120.0000 50,400.00 0.000 0.00 62 THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 5,214.00 2,754.000 908.82 (SPRAYABLE) 63 PAVEMENT MARKER EA 11.0000 3,080.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 64 TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 4 DATE 05/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1E1104 TIME 10:53 AM ESTIMATE NO. 03 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 05/20/10 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 05/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 783,878.51 1,291,498.14 ADJUSTMENT OF COMPENSATION 0.00 89,538.00 EXTRA WORK 367.43 2,844.00 SUBTOTAL AMOUNT EARNED 784,245.94 1,383,880.14 ORIGINAL CONTRACT AMOUNT 1,546,224.00 TOTAL WORK COMPLETED 784,245.94 1,383,880.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 784,245.94 1,383,880.14 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 01/12/10 45 03/01/10 03/08/10 06/15/10 38 15 0 0 84% 84% PROGRESS IS SATISFACTORY PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/27/10