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 10/27/08 EST. NO.08 TIME 10:17 AM R.E. NAME: PASCAL, ANTHONY 02-381104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0023 1,611.09 E.W. @ F.A.(+) 081108 N 023 0 0024 1,537.59 081208 N 024 0 005 0006 7,347.61 A.C. @ U.P.(+) 100808 N 6 0 018 0001 -12,791.20 A.C. @ U.P.(-) 080808 N 1 0 020 0012 37,650.00 A.C. @ U.P.(+) 092908 N 1 0 35,355.09 TOTAL THIS ESTIMATE 378,916.23 TOTAL PREVIOUS ESTIMATE 414,271.32 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 10/27/08 EST. NO.08 TIME 10:17 AM R.E. NAME: PASCAL, ANTHONY 02-381104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 10/08 LTR -3,000.00 08 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 10/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381104 TIME 10:17 AM ESTIMATE NO. 08 BID OPENING 08/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/27/08 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-5-R11.4/R16.0 ----------------------- TULLIS INC IN SISKIYOU COUNTY NEAR MOUNT P O BOX 493416 SHASTA FROM 0.4 KM NORTH OF REDDING CA 96049 LASSEN LANE OVERCROSSING TO 0.1 KM NORTH OF BLACK BUTTE OVERHEAD FED. AID NO. ACIM-005 -9(167)E ,ACBH-005 -9(167)E ,IM-005 -9(167)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 MIGRATORY BIRD PROTECTION PLAN LS 5,000.0000 5,000.00 0.908 4,540.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.750 2,625.00 03 TIME-RELATED OVERHEAD WDAY 100.0000 12,000.00 19.000 1,900.00 113.000 11,300.00 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,450.00 75.000 1,125.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,500.0000 5,500.00 0.492 2,706.00 0.917 5,043.50 06 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.750 2,625.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 8.0000 8,000.00 137.000 1,096.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 1,250.00 1.000 1,250.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 9,000.00 0.000 0.00 10 TEMPORARY COVER M2 2.2000 55,000.00 0.000 0.00 11 TEMPORARY CHECK DAM M 45.0000 16,650.00 122.000 5,490.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 4,800.00 12.000 4,800.00 13 CONSTRUCTION AREA SIGNS LS 29,490.0000 29,490.00 0.100 2,949.00 0.900 26,541.00 S) 14 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.885 177,000.00 S) 15 TRAFFIC CONTROL SURVEILLANCE LS 15,000.0000 15,000.00 1.000 15,000.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.8500 23,947.00 9,124.000 35,127.40 S) 17 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 6,815.00 46.800 6,786.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 18,480.00 408.000 17,136.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.885 30,975.00 S) 20 TEMPORARY RAILING (TYPE K) M 60.0000 76,800.00 2,190.300 131,418.00 S) 21 REMOVE METAL BEAM GUARD RAILING M 30.0000 11,400.00 229.500 6,885.00 368.000 11,040.00 S) 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 9.3500 14,773.00 1,423.000 13,305.05 S) PROGRAM CAS145 PAGE 2 DATE 10/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381104 TIME 10:17 AM ESTIMATE NO. 08 BID OPENING 08/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE M 1.0500 6,447.00 2,135.000 2,241.75 S) 24 REMOVE ROADSIDE SIGN EA 125.0000 6,125.00 49.000 6,125.00 49.000 6,125.00 25 REMOVE ASPHALT CONCRETE DIKE M 10.0000 10,300.00 105.960 1,059.60 26 REMOVE CULVERT M 134.5000 9,011.50 33.460 4,500.37 27 REMOVE INLET EA 2,000.0000 10,000.00 5.000 10,000.00 28 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 74,080.00 3,699.252 73,985.04 29 RECONSTRUCT DRAINAGE FACILITY EA 1,800.0000 5,400.00 4.000 7,200.00 4.000 7,200.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 59.0000 28,910.00 235.300 13,882.70 486.100 28,679.90 S) 31 FLUSH EXISTING EDGE DRAIN M 15.0000 17,700.00 1,272.000 19,080.00 32 ADJUST FRAME AND GRATE TO GRADE EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 33 ADJUST METAL BEAM GUARD RAILING M 56.0000 3,360.00 60.000 3,360.00 60.000 3,360.00 S) 34 MODIFY DOWNDRAIN ENTRANCE TAPER EA 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000.00 35 MODIFY EDGE DRAIN CLEANOUT EA 950.0000 11,400.00 14.000 13,300.00 14.000 13,300.00 36 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 125.0000 625.00 5.000 625.00 5.000 625.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 85,300.00 8,974.520 89,745.20 S) 38 REMOVE UNSOUND CONCRETE M3 2,900.0000 84,100.00 7.290 21,141.00 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 35.0000 129,640.00 2,871.220 100,492.70 40 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.950 76,000.00 41 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 1.000 6,000.00 42 ROADWAY EXCAVATION M3 55.0000 465,850.00 1,795.330 98,743.15 8,528.506 469,067.83 43 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 44 IMPORTED MATERIAL (SHOULDER BACKING) TONN 55.0000 12,100.00 355.540 19,554.70 355.540 19,554.70 45 EROSION CONTROL (TYPE D) HA 8,345.0000 91,795.00 0.000 0.00 S) 46 CLASS 2 AGGREGATE BASE M3 60.0000 152,400.00 2,471.921 148,315.26 47 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 15,500.00 -25.000 -12,500.00 38.630 19,315.00 48 SEAL RANDOM CRACKS LNKM 6,670.0000 10,005.00 0.000 0.00 49 REPLACE ASPHALT CONCRETE SURFACING M3 500.0000 200,000.00 1,387.690 693,845.00 PROGRAM CAS145 PAGE 3 DATE 10/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381104 TIME 10:17 AM ESTIMATE NO. 08 BID OPENING 08/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 100.0000 3,450,000.00 2,270.170 227,017.00 36,525.320 3,652,532.00 51 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 110.0000 319,000.00 2,458.030 270,383.30 MAXIMUM GRADING) 52 PAVEMENT REINFORCING FABRIC M2 8.5500 5,728.50 672.000 5,745.60 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 13.0000 137,800.00 12,030.000 156,390.00 12,030.000 156,390.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.9500 3,069.00 623.400 3,085.83 623.400 3,085.83 55 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.9500 490.05 22.000 108.90 22.000 108.90 56 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.9500 13,117.50 2,818.700 13,952.57 2,818.700 13,952.57 57 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.9500 1,188.00 190.600 943.47 190.600 943.47 58 SHOULDER RUMBLE STRIP STA 110.0000 16,500.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 59 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,400.0000 404,600.00 293.310 410,634.00 (TYPE R) 60 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 28,800.00 8.980 26,940.00 F) 61 PAVING NOTCH EXTENSION M3 7,750.0000 50,375.00 6.500 50,375.00 62 CLEAN EXPANSION JOINT M 125.0000 7,625.00 0.000 0.00 63 RAPID SETTING CONCRETE (PATCH) M3 3,000.0000 87,000.00 7.290 21,870.00 64 FURNISH POLYESTER CONCRETE OVERLAY M3 2,900.0000 252,300.00 69.568 201,747.20 65 PLACE POLYESTER CONCRETE OVERLAY M2 38.0000 140,752.00 3,659.020 139,042.76 F) 66 POLYESTER CONCRETE EXPANSION DAM M3 10,500.0000 25,200.00 2.144 22,512.00 67 JOINT SEAL (MR 30 MM) M 95.0000 14,250.00 0.000 0.00 S) 68 JOINT SEAL (MR 15 MM) M 95.0000 4,845.00 0.000 0.00 S) 69 JOINT SEAL (MR 50 MM) M 380.0000 2,660.00 0.000 0.00 S) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 101.1500 2,832.20 27.480 2,779.60 27.480 2,779.60 (1.6 MM-UNFRAMED) 71 FURNISH SINGLE SHEET ALUMINUM SIGN M2 101.1500 2,629.90 25.620 2,591.46 25.620 2,591.46 (2.0 MM-UNFRAMED) 72 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.6000 2,196.40 18.200 2,103.92 18.200 2,103.92 (1.6 MM-FRAMED) 73 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0500 1,040.40 7.700 1,001.39 7.700 1,001.39 (2.0 MM-FRAMED) 74 ROADSIDE SIGN - ONE POST EA 295.0000 10,915.00 37.000 10,915.00 37.000 10,915.00 75 ROADSIDE SIGN - TWO POST EA 615.0000 7,380.00 12.000 7,380.00 12.000 7,380.00 76 ROADSIDE SIGN - TWO POST EA 2,150.0000 2,150.00 1.000 2,150.00 1.000 2,150.00 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 4 DATE 10/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381104 TIME 10:17 AM ESTIMATE NO. 08 BID OPENING 08/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 450 MM REINFORCED CONCRETE PIPE M 500.0000 3,000.00 6.100 3,050.00 (CLASS II) 78 600 MM REINFORCED CONCRETE PIPE M 740.0000 22,200.00 29.800 22,052.00 (CLASS II) 79 900 MM REINFORCED CONCRETE PIPE M 1,000.0000 6,000.00 5.490 5,490.00 (CLASS II) 80 600 MM CORRUGATED STEEL PIPE M 700.0000 3,080.00 4.400 3,080.00 (2.77 MM THICK) 81 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 550.0000 7,700.00 6.000 3,300.00 6.000 3,300.00 82 80 MM PLASTIC PIPE (EDGE DRAIN) M 150.0000 7,200.00 472.000 70,800.00 503.000 75,450.00 83 100 MM PLASTIC PIPE (EDGE DRAIN) M 125.0000 106,250.00 849.000 106,125.00 84 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 125.0000 20,000.00 150.900 18,862.50 85 100 MM PLASTIC PIPE M 155.0000 5,115.00 39.000 6,045.00 (EDGE DRAIN OUTLET) 86 900 MM CORRUGATED STEEL PIPE INLET M 3,000.0000 3,000.00 1.000 3,000.00 (2.77 MM THICK) 87 ROCK SLOPE PROTECTION M3 300.0000 11,700.00 39.000 11,700.00 (FACING, METHOD B) 88 ROCK SLOPE PROTECTION M3 250.0000 90,000.00 352.100 88,025.00 (BACKING NO. 1, METHOD B) 89 ROCK SLOPE PROTECTION FABRIC M2 3.0000 2,010.00 223.000 669.00 963.200 2,889.60 90 MINOR CONCRETE (MISCELLANEOUS M3 900.0000 10,800.00 7.040 6,336.00 16.240 14,616.00 CONSTRUCTION) 91 MISCELLANEOUS IRON AND STEEL KG 6.0000 4,692.00 80.000 480.00 782.000 4,692.00 SF) 92 DELINEATOR (CLASS 2) EA 35.0000 1,645.00 0.000 0.00 93 HIGHWAY POST MARKER EA 35.0000 350.00 0.000 0.00 94 MARKER (CULVERT) EA 35.0000 455.00 0.000 0.00 95 OBJECT MARKER (TYPE L-1) EA 35.0000 245.00 0.000 0.00 96 METAL BEAM GUARD RAILING M 111.0000 27,750.00 234.300 26,007.30 241.900 26,850.90 S) 97 VEGETATION CONTROL (MINOR CONCRETE) M2 85.0000 192,100.00 1,284.100 109,148.50 1,284.100 109,148.50 98 DOUBLE METAL BEAM GUARD RAILING M 109.0000 15,260.00 77.100 8,403.90 130.300 14,202.70 S) (WOOD POST) 99 TRANSITION RAILING (TYPE WB) EA 5,000.0000 60,000.00 7.000 35,000.00 10.000 50,000.00 S) 00 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 7,200.00 4.000 4,800.00 5.000 6,000.00 S) 01 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 1.000 3,400.00 2.000 6,800.00 S) 02 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 19,200.00 7.000 16,800.00 7.000 16,800.00 S) 03 CRASH CUSHION (TYPE CAT) EA 6,000.0000 18,000.00 2.000 12,000.00 3.000 18,000.00 S) PROGRAM CAS145 PAGE 5 DATE 10/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381104 TIME 10:17 AM ESTIMATE NO. 08 BID OPENING 08/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 3,000.00 2.000 2,000.00 3.000 3,000.00 S) 05 CONCRETE BARRIER (TYPE 60) M 850.0000 16,150.00 19.000 16,150.00 19.000 16,150.00 S) 06 THERMOPLASTIC PAVEMENT MARKING M2 76.0000 6,536.00 0.000 0.00 S) 07 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 43,200.00 41,050.000 49,260.00 41,050.000 49,260.00 S) (SPRAYABLE) 08 PAVEMENT MARKER (TYPE A) EA 9.5000 722.00 28.000 266.00 28.000 266.00 S) 09 PAVEMENT MARKER EA 9.5000 23,750.00 1,974.000 18,753.00 1,974.000 18,753.00 S) (RETROREFLECTIVE-RECESSED) 10 LIGHTING LS 205,246.0000 205,246.00 0.472 96,876.11 0.658 135,051.87 S) 11 HIGHWAY ADVISORY RADIO (MODIFY) LS 23,797.0000 23,797.00 0.500 11,898.50 0.500 11,898.50 S) 12 FLASHING BEACON LS 30,773.0000 30,773.00 0.700 21,541.10 0.700 21,541.10 S) 13 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,196.0000 68,196.00 0.708 48,282.77 0.935 63,763.26 S) 14 ROADSIDE WEATHER INFORMATION SYSTEM LS 13,662.0000 13,662.00 0.000 0.00 S) (MODIFY) PROGRAM CAS145 PAGE 6 DATE 10/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381104 TIME 10:17 AM ESTIMATE NO. 08 BID OPENING 08/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,159,821.87 8,266,403.23 ADJUSTMENT OF COMPENSATION 32,206.41 342,660.57 EXTRA WORK 3,148.68 71,610.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,195,176.96 8,680,674.55 15 MOBILIZATION LS 585,000.0000 585,000.00 1.000 585,000.00 ORIGINAL CONTRACT AMOUNT 8,746,731.45 TOTAL WORK COMPLETED 1,195,176.96 9,265,674.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 1,192,176.96 9,262,674.55 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 10/03/07 120 11/14/07 11/27/07 11/04/08 112 113 2 0 89% 92% PROGRESS IS SATISFACTORY PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/08