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 10/26/06 EST. NO.08 TIME 11:55 AM R.E. NAME: PASCAL, ANTHONY 02-381114 --------------------------------------------------------------------------- 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 0007 1,766.35 E.W. @ F.A.(+) 051206 N 005 0 002 0001 42,500.00 E.W. @ L.S.(+) 101706 N 777770 006 0003 481.02 E.W. @ F.A.(+) 092906 N 003 0 44,747.37 TOTAL THIS ESTIMATE 96,910.30 TOTAL PREVIOUS ESTIMATE 141,657.67 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 10/26/06 EST. NO.08 TIME 11:55 AM R.E. NAME: PASCAL, ANTHONY 02-381114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY NON-SUBM FHWA 1391 -10,000.00 06 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 06/06 -1,000.00 04 PER LTR DATED 10/06 -10,000.00 08 -10,000.00 -11,000.00 OVERBID ITEMS OVERBID ITEM NO. 032 -78,300.00 03 0.00 -78,300.00 TOTAL DEDUCTIONS -10,000.00 -99,300.00 PROGRAM CAS145 PAGE 1 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381114 TIME 11:55 AM ESTIMATE NO. 08 BID OPENING 10/19/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/26/06 LOCATION PROGRESS ESTIMATE 02-SIS-5-R11.4/R16.0 ----------------- J F SHEA CONSTRUCTION INC IN SISKIYOU COUNTY NEAR P O BOX 494519 MOUNT SHASTA FROM 0.4 KM NORTH OF REDDING CA 960494519 LASSEN LANE OVERCROSSING TO BLACK BUTTE OVERHEAD FED. AID NO. ACIM-005 -9(164)E REHABILITATE EXISTING PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.750 6,750.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 60,000.00 20.000 10,000.00 109.000 54,500.00 03 TEMPORARY FENCE (TYPE ESA) M 8.0000 4,960.00 0.142 1.14 620.142 4,961.14 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 8,100.0000 8,100.00 0.783 6,342.30 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,600.0000 2,600.00 0.800 2,080.00 07 CONSTRUCTION AREA SIGNS LS 117,000.0000 117,000.00 0.895 104,715.00 S) 08 TRAFFIC CONTROL SYSTEM LS 174,000.0000 174,000.00 0.166 28,884.00 0.913 158,862.00 S) 09 TRAFFIC CONTROL SURVEILLANCE LS 103,684.0000 103,684.00 1.000 103,684.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 125,100.00 6,305.000 28,372.50 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 30,750.00 93.600 7,020.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 65,860.00 917.000 33,929.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,700.0000 18,700.00 0.166 3,104.20 0.908 16,979.60 S) 14 TEMPORARY FLASHING ARROW SIGN LS 22,000.0000 22,000.00 1.000 22,000.00 S) 15 TEMPORARY FLASHING BEACON LS 17,250.0000 17,250.00 1.000 17,250.00 S) 16 ABANDON CULVERT EA 5,400.0000 10,800.00 2.000 10,800.00 17 REMOVE MARKER (TEXT STRIP) EA 115.0000 3,565.00 31.000 3,565.00 18 REMOVE METAL BEAM GUARD RAILING M 23.0000 7,360.00 75.600 1,738.80 411.200 9,457.60 S) 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 52,000.00 0.000 0.00 S) STRIPE 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 10,680.00 0.000 0.00 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 87.0000 2,088.00 0.000 0.00 S) 22 REMOVE PAVEMENT MARKER EA 24.0000 21,600.00 640.000 15,360.00 S) PROGRAM CAS145 PAGE 2 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381114 TIME 11:55 AM ESTIMATE NO. 08 BID OPENING 10/19/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 87.0000 4,263.00 32.000 2,784.00 45.000 3,915.00 24 REMOVE SIGN PANEL EA 1,725.0000 3,450.00 1.000 1,725.00 1.000 1,725.00 25 REMOVE ASPHALT CONCRETE DIKE M 52.0000 34,320.00 659.000 34,268.00 26 REMOVE INLET EA 1,150.0000 4,600.00 4.000 4,600.00 27 RESET ROADSIDE SIGN (SPECIAL METAL POST) EA 1,725.0000 3,450.00 2.000 3,450.00 2.000 3,450.00 28 MODIFY DOWNDRAIN ENTRANCE TAPER EA 920.0000 3,680.00 3.000 2,760.00 3.000 2,760.00 29 REPLACE SIGN PANEL (OVERHEAD SIGN) EA 2,200.0000 2,200.00 1.000 2,200.00 30 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 1,500.0000 52,500.00 14.000 21,000.00 28.000 42,000.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 419,300.00 57,551.940 402,863.58 S) 32 CLEARING AND GRUBBING LS 98,000.0000 98,000.00 0.900 88,200.00 33 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 0.795 4,770.00 0.925 5,550.00 34 ROADWAY EXCAVATION M3 52.0000 535,600.00 10,354.500 538,434.00 35 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 36 IMPORTED MATERIAL (SHOULDER BACKING) TONN 23.0000 74,520.00 326.220 7,503.06 3,359.230 77,262.29 37 STRAW (EROSION CONTROL) TONN 700.0000 12,600.00 0.000 0.00 S) 38 FIBER (EROSION CONTROL) KG 1.3000 8,190.00 0.000 0.00 S) 39 COMPOST (EROSION CONTROL) M3 345.0000 13,110.00 0.000 0.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 66,000.00 0.000 0.00 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.3000 12,420.00 0.000 0.00 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 6,800.00 0.000 0.00 S) 43 CLASS 2 AGGREGATE BASE M3 69.0000 262,200.00 3,997.640 275,837.16 44 SEAL RANDOM CRACKS LNKM 4,600.0000 6,900.00 1.600 7,360.00 45 REPLACE ASPHALT CONCRETE SURFACING M3 380.0000 387,600.00 960.240 364,891.20 46 ASPHALT CONCRETE (TYPE A) TONN 117.0000 4,516,200.00 1,460.970 170,933.49 38,928.180 4,554,597.06 47 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 118.0000 2,773,000.00 19,562.550 2,308,380.90 MAXIMUM GRADING) 48 PLACE ASPHALT CONCRETE DIKE M 6.0000 10,080.00 2,395.000 14,370.00 3,985.000 23,910.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.5000 168,300.00 8,175.000 69,487.50 16,339.000 138,881.50 AREA) PROGRAM CAS145 PAGE 3 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381114 TIME 11:55 AM ESTIMATE NO. 08 BID OPENING 10/19/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER RUMBLE STRIP STA 138.0000 24,840.00 139.600 19,264.80 171.700 23,694.60 (AC, GROUND-IN INDENTATIONS) 51 CRACK EXISTING CONCRETE PAVEMENT M2 1.2000 47,880.00 41,234.740 49,481.69 52 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 5,220.00 2.930 5,274.00 F) 53 ROADSIDE SIGN (METAL POST) EA 520.0000 21,320.00 24.000 12,480.00 38.000 19,760.00 54 ROADSIDE SIGN - ONE POST EA 520.0000 5,200.00 11.000 5,720.00 11.000 5,720.00 55 600 MM CORRUGATED STEEL PIPE M 736.0000 61,824.00 83.300 61,308.80 (2.77 MM THICK) 56 FLUSH 80 MM EDGE DRAIN M 4.1500 39,923.00 7,812.240 32,420.80 57 80 MM PLASTIC PIPE (EDGE DRAIN) M 94.3000 609,178.00 6,158.000 580,699.40 58 100 MM PLASTIC PIPE (EDGE DRAIN) M 103.5000 180,090.00 1,740.000 180,090.00 59 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 103.5000 137,655.00 1,480.700 153,252.45 60 100 MM PLASTIC PIPE M 126.5000 29,095.00 233.400 29,525.10 (EDGE DRAIN OUTLET) 61 PULL BOX (TYPE 3 1/2 T) EA 230.0000 8,740.00 9.000 2,070.00 32.000 7,360.00 62 900 MM CORRUGATED STEEL PIPE INLET M 1,308.0000 5,232.00 3.950 5,166.60 (2.77 MM THICK) 63 ROCK SLOPE PROTECTION M3 575.0000 109,250.00 216.000 124,200.00 (75 MM, METHOD B) 64 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 460.0000 16,560.00 35.300 16,238.00 65 ROCK SLOPE PROTECTION FABRIC M2 3.0000 273.00 90.600 271.80 66 MINOR CONCRETE (MISCELLANEOUS M3 1,130.0000 14,690.00 16.020 18,102.60 CONSTRUCTION) 67 MINOR CONCRETE (WEED BARRIER) M3 1,377.0000 275,400.00 154.812 213,176.12 166.782 229,658.81 68 MISCELLANEOUS IRON AND STEEL KG 6.0000 3,702.00 617.000 3,702.00 F) 69 DELINEATOR (CLASS 2) EA 52.0000 2,028.00 144.000 7,488.00 144.000 7,488.00 70 HIGHWAY POST MARKER EA 75.0000 675.00 9.000 675.00 9.000 675.00 71 MARKER (CULVERT) EA 64.0000 960.00 16.000 1,024.00 16.000 1,024.00 72 OBJECT MARKER (TYPE L-1) EA 64.0000 256.00 7.000 448.00 7.000 448.00 73 METAL BEAM GUARD RAILING M 115.0000 33,350.00 108.580 12,486.70 285.580 32,841.70 S) 74 DOUBLE METAL BEAM GUARD RAILING M 161.0000 8,694.00 45.800 7,373.80 45.800 7,373.80 S) (WOOD POST) 75 TRANSITION RAILING (TYPE WB) EA 4,025.0000 12,075.00 3.000 12,075.00 3.000 12,075.00 S) 76 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 805.0000 3,220.00 4.000 3,220.00 4.000 3,220.00 S) PROGRAM CAS145 PAGE 4 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381114 TIME 11:55 AM ESTIMATE NO. 08 BID OPENING 10/19/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,185.0000 4,370.00 2.000 4,370.00 2.000 4,370.00 S) 78 CRASH CUSHION (TYPE CAT) EA 6,325.0000 18,975.00 3.000 18,975.00 3.000 18,975.00 S) 79 CRASH CUSHION (TYPE CAT) BACKUP EA 575.0000 1,725.00 3.000 1,725.00 3.000 1,725.00 S) 80 THERMOPLASTIC PAVEMENT MARKING M2 104.0000 3,016.00 48.740 5,068.96 48.740 5,068.96 S) 81 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 25,480.00 45,238.000 31,666.60 45,238.000 31,666.60 S) (SPRAYABLE) 82 PAVEMENT MARKER EA 15.0000 28,800.00 2,294.000 34,410.00 2,294.000 34,410.00 S) (RETROREFLECTIVE-RECESSED) 83 LIGHTING (AREA) LS 200,000.0000 200,000.00 0.027 5,400.00 0.948 189,600.00 S) 84 LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.040 3,000.00 0.886 66,450.00 S) 85 LIGHTING (LOCATION 2) LS 58,000.0000 58,000.00 0.238 13,804.00 0.885 51,330.00 S) 86 LIGHTING (LOCATION 3) LS 62,000.0000 62,000.00 0.462 28,644.00 0.689 42,718.00 S) 87 TRAFFIC MONITORING STATION (COUNT) LS 29,000.0000 29,000.00 0.264 7,656.00 0.539 15,631.00 S) 88 ROADSIDE WEATHER INFORMATION SYSTEM LS 19,000.0000 19,000.00 0.114 2,166.00 0.114 2,166.00 S) PROGRAM CAS145 PAGE 5 DATE 10/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381114 TIME 11:55 AM ESTIMATE NO. 08 BID OPENING 10/19/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 10/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 796,898.17 11,568,146.54 ADJUSTMENT OF COMPENSATION 0.00 -10,846.17 EXTRA WORK 44,747.37 152,503.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 841,645.54 11,709,804.21 89 MOBILIZATION LS 900,000.0000 900,000.00 1.000 900,000.00 ORIGINAL CONTRACT AMOUNT 13,442,076.00 TOTAL WORK COMPLETED 841,645.54 12,609,804.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -99,300.00 TOTAL 831,645.54 12,510,504.21 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 032 CLEARING AND GRUBBING 11,000.00 98,000.00 87,000.00 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 01/10/06 120 04/19/06 01/25/06 10/31/06 108 78 -3 0 91% 92% PROGRESS IS SATISFACTORY PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/06