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 10/14/08 EST. NO.21 TIME 03:56 PM R.E. NAME: RINARD, WAYNE 02-387304 --------------------------------------------------------------------------- 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 10/14/08 EST. NO.21 TIME 03:56 PM R.E. NAME: RINARD, WAYNE 02-387304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUBCONT. VIOLATION -1,580.57 01 AGG GRAD AC TYPE A -877.50 11 AGG GRAD AC TYPE G -5,265.00 11 0.00 -7,723.07 LABOR COMPLIANCE VIOLATION PER LTR DATED 01/07 -5,000.00 06 PER LTR DATED 5/07 -2,000.00 08 PER LTR DATED 6/07 -1,000.00 09 PER LTR DATED 07/07 -3,000.00 10 PER LTR DATED 09/07 -3,000.00 12 RECV'D PAYROLLS 9,000.00 12 PER LTR 10/07 -5,000.00 13 PER LTR DATED 11/07 -6,000.00 15 RETURN 5/07 DEDUCT -2,000.00 15 PER LTR 12/07 -5,000.00 16 REC'D PAYROLLS 4,000.00 16 PER LTR 08/08 -10,000.00 20 0.00 -29,000.00 TOTAL DEDUCTIONS 0.00 -36,723.07 PROGRAM CAS145 PAGE 1 DATE 10/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387304 TIME 03:56 PM ESTIMATE NO. 21 BID OPENING 06/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: RINARD, WAYNE DATE OF THIS ESTIMATE 10/14/08 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-SHA-5-58.0/67.0 ---------------------------------- J F SHEA CONSTRUCTION INC IN SHASTA AND SISKIYOU COUNTIES IN P O BOX 494519 AND NEAR DUNSMUIR FROM 0.9 KM REDDING CA 960494519 NORTH OF SIMS ROAD UNDERCROSSING TO SACRAMENTO RIVER BRIDGE OVERHEAD FED. AID NO. ACIM-005 -8(325)718,ACIM-005 -8(325)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 75,000.00 36.000 18,000.00 211.000 105,500.00 03 PREPARE WATER POLLUTION CONTROL LS 7,500.0000 7,500.00 0.250 1,875.00 1.000 7,500.00 PROGRAM 04 WATER POLLUTION CONTROL LS 14,000.0000 14,000.00 1.000 14,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,800.0000 10,800.00 1.000 1,800.00 06 CONSTRUCTION AREA SIGNS LS 110,000.0000 110,000.00 1.000 110,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 244,000.0000 244,000.00 0.084 20,496.00 1.000 244,000.00 S) 08 TRAFFIC CONTROL SURVEILLANCE LS 158,000.0000 158,000.00 1.000 158,000.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.9000 171,990.00 29,795.260 145,996.77 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 93.0000 58,590.00 186.200 17,316.60 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 31,320.00 534.000 19,224.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 66,000.0000 66,000.00 0.084 5,544.00 1.000 66,000.00 S) 13 PORTABLE RADAR TRAILER EA 1,100.0000 2,200.00 2.000 2,200.00 S) 14 TEMPORARY RAILING (TYPE K) M 41.0000 348,910.00 2,115.200 86,723.20 15 TEMPORARY CRASH CUSHION MODULE EA 110.0000 59,400.00 182.000 20,020.00 16 REMOVE TRAFFIC STRIPE M 3.1500 57,330.00 0.000 0.00 17 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 63.0000 14,490.00 55.790 3,514.77 S) 18 REMOVE PAVEMENT MARKER EA 8.4000 8,484.00 0.000 0.00 19 REMOVE ASPHALT CONCRETE DIKE M 8.4000 131,040.00 6,304.060 52,954.10 20 REMOVE CONCRETE PAVEMENT M3 487.0000 915,560.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE SURFACING M2 45.0000 228,825.00 1,036.370 46,636.65 22 RECONSTRUCT METAL BEAM GUARD RAILING M 23.0000 285,200.00 12,315.430 283,254.89 S) PROGRAM CAS145 PAGE 2 DATE 10/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387304 TIME 03:56 PM ESTIMATE NO. 21 BID OPENING 06/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: RINARD, WAYNE DATE OF THIS ESTIMATE 10/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST EDGE DRAIN CLEANOUT EA 525.0000 19,425.00 0.000 0.00 24 ADJUST INLET EA 3,000.0000 510,000.00 0.000 0.00 25 ADJUST OVERSIDE DRAIN EA 735.0000 22,050.00 0.000 0.00 26 ADJUST SLOTTED DRAIN TO GRADE M 163.0000 70,090.00 0.000 0.00 27 MODIFY INLET EA 2,700.0000 2,700.00 1.000 2,700.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 321,000.00 448,607.770 2,243,038.85 S) 29 REMOVE CONCRETE BARRIER M 135.0000 85,050.00 594.920 80,314.20 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 14.0000 93,030.00 1,739.720 24,356.08 31 CLEAN BRIDGE DECK M2 17.0000 22,270.00 1,328.390 22,582.63 32 IMPORTED MATERIAL (SHOULDER BACKING) TONN 31.0000 141,050.00 2,457.435 76,180.49 33 AGGREGATE BASE (APPROACH SLAB) M3 895.0000 6,265.00 28.507 25,513.77 34 REPLACE ASPHALT CONCRETE SURFACING M3 396.0000 506,880.00 1,521.780 602,624.88 35 ASPHALT CONCRETE (TYPE A) TONN 110.0000 2,156,000.00 29,325.720 3,225,829.20 36 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 925,000.00 0.000 0.00 37 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 110.0000 6,732,000.00 57,381.210 6,311,933.10 38 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 33.0000 80,190.00 589.791 19,463.10 AREA) 39 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 810.00 703.280 2,109.84 40 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.6300 40,239.00 9,365.730 24,631.87 41 SHOULDER RUMBLE STRIP STA 100.0000 64,000.00 624.893 62,489.30 (AC, GROUND-IN INDENTATIONS) 42 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,200.0000 154,000.00 70.162 154,356.40 (TYPE R) 43 MINOR CONCRETE (MINOR STRUCTURE) M3 4,400.0000 9,240.00 2.100 9,240.00 F) 44 PAVING NOTCH EXTENSION M3 5,500.0000 3,850.00 0.686 3,773.00 45 CLEAN EXPANSION JOINT M 100.0000 69,300.00 422.460 42,246.00 46 FURNISH POLYESTER CONCRETE OVERLAY M3 3,084.0000 619,884.00 89.083 274,731.97 47 PLACE POLYESTER CONCRETE OVERLAY M2 37.0000 245,865.00 2,641.510 97,735.87 F) 48 JOINT SEAL (MR 30 MM) M 149.0000 37,995.00 213.700 31,841.30 S) 49 JOINT SEAL (MR 15 MM) M 149.0000 66,901.00 153.600 22,886.40 S) PROGRAM CAS145 PAGE 3 DATE 10/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387304 TIME 03:56 PM ESTIMATE NO. 21 BID OPENING 06/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: RINARD, WAYNE DATE OF THIS ESTIMATE 10/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINT SEAL (MR 40 MM) M 237.0000 3,555.00 15.000 3,555.00 S) 51 TREAT BRIDGE DECK M2 9.5000 12,445.00 1,310.000 12,445.00 F) 52 FURNISH BRIDGE DECK TREATMENT MATERIAL L 23.0000 13,708.00 515.000 11,845.00 (LOW ODOR) 53 600 MM ALTERNATIVE PIPE CULVERT M 966.0000 12,558.00 32.010 30,921.66 54 200 MM PERFORATED PLASTIC M 380.0000 13,680.00 35.300 13,414.00 PIPE UNDERDRAIN 55 600 MM ALTERNATIVE FLARED END SECTION EA 735.0000 735.00 1.000 735.00 56 ROCK SLOPE PROTECTION M3 525.0000 1,575.00 0.000 0.00 (FACING, METHOD B) 57 ROCK SLOPE PROTECTION FABRIC M2 150.0000 1,050.00 0.000 0.00 58 MISCELLANEOUS IRON AND STEEL KG 6.5000 1,872.00 288.000 1,872.00 SF) 59 UNDERDRAIN MARKER EA 53.0000 106.00 0.000 0.00 60 MARKER (CULVERT) EA 53.0000 159.00 0.000 0.00 61 TRANSITION RAILING (TYPE WB) EA 3,200.0000 105,600.00 25.000 80,000.00 62 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 2.000 6,800.00 S) 63 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 78,000.00 48.000 96,000.00 S) 64 END ANCHOR ASSEMBLY (TYPE SFT) EA 735.0000 25,725.00 42.000 30,870.00 S) 65 CONCRETE BARRIER (TYPE 60) M 260.0000 163,800.00 594.920 154,679.20 66 THERMOPLASTIC PAVEMENT MARKING M2 79.0000 18,170.00 260.020 20,541.58 S) 67 THERMOPLASTIC TRAFFIC STRIPE M 0.6200 83,080.00 147,143.130 91,228.74 S) (SPRAYABLE) 68 PAVEMENT MARKER (NON-REFLECTIVE- EA 65.0000 2,405.00 0.000 0.00 S) RECESSED) 69 PAVEMENT MARKER EA 9.0000 63,900.00 6,470.000 58,230.00 S) (RETROREFLECTIVE-RECESSED) 70 TRAFFIC MONITORING STATION LS 69,000.0000 69,000.00 1.000 69,000.00 S) PROGRAM CAS145 PAGE 4 DATE 10/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387304 TIME 03:56 PM ESTIMATE NO. 21 BID OPENING 06/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: RINARD, WAYNE DATE OF THIS ESTIMATE 10/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 46,540.00 15,429,856.41 ADJUSTMENT OF COMPENSATION 0.00 359,495.33 EXTRA WORK 0.00 3,299,430.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,540.00 19,088,782.08 71 MOBILIZATION LS 919,254.0000 919,254.00 1.000 919,254.00 ORIGINAL CONTRACT AMOUNT 17,600,000.00 TOTAL WORK COMPLETED 46,540.00 20,008,036.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -36,723.07 TOTAL 46,540.00 19,971,313.01 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 06/30/06 150 07/27/06 07/17/06 08/20/08 211 306 61 0 100% 100% RINARD, WAYNE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/14/08