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 11/21/05 EST. NO.08 TIME 01:54 PM R.E. NAME: NAPIER, MARK 11-207914 --------------------------------------------------------------------------- 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 2,143.35 E.W. @ F.A.(+) 050405 N 0007 0 0010 995.55 061305 N 0010 0 0012 1,437.42 081505 N 0012 0 0014 1,933.63 080705 N 0014 0 002 0004 113.45 E.W. @ F.A.(+) 092705 N 0004 0 0005 113.45 092805 N 0005 0 0006 113.45 092905 N 0006 0 0007 123.79 101005 N 0007 0 0008 165.05 101105 N 0008 0 0010 123.79 100605 N 0010 0 0011 123.79 100905 N 0011 0 0012 123.79 100305 N 0012 0 0013 123.79 100405 N 0013 0 0014 123.79 100505 N 0014 0 009 0007 1,375.68 E.W. @ F.A.(+) 092005 N 0007 0 0008 1,366.96 092105 N 0008 0 0009 1,305.86 092205 N 0009 0 0010 1,375.68 092305 N 0010 0 0011 1,375.68 092605 N 0011 0 0012 1,375.68 092705 N 0012 0 0013 1,375.68 092805 N 0013 0 0015 1,375.68 093005 N 0015 0 0016 1,391.40 100305 N 0016 0 0017 1,317.87 100505 N 0017 0 0018 806.69 100605 N 0018 0 010 0004 422.31 E.W. @ F.A.(+) 100405 N 0004 0 012 0002-1 -4,623.63 E.W. @ F.A.(+) 081805 N 0002 0 DAO CORRECTING ENTRY 0002-2 4,623.63 081805 N 0002 0 DAO CORRECTING ENTRY 22,623.26 TOTAL THIS ESTIMATE 73,326.08 TOTAL PREVIOUS ESTIMATE 95,949.34 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 11/21/05 EST. NO.08 TIME 01:54 PM R.E. NAME: NAPIER, MARK 11-207914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUTSTANDING DOCS -10,000.00 01 ADIEM (USED MATLS) -4,229.19 06 0.00 -14,229.19 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 03 O/S PRS JUNE -10,000.00 04 PRS RECD MAY 10,000.00 04 O/S PRS AUG -10,000.00 06 PRS RECD JUNE 10,000.00 06 O/S PRS SEPT -10,000.00 07 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -34,229.19 PROGRAM CAS145 PAGE 1 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-207914 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: NAPIER, MARK DATE OF THIS ESTIMATE 11/21/05 LOCATION PROGRESS ESTIMATE 11-SD-5-R16.0/R16.6 ----------------- HANSON SJH CONSTRUCTION IN SAN DIEGO COUNTY IN SAN DIEGO AT P O BOX 639069 VARIOUS LOCATIONS SAN DIEGO CA 921639069 FED. AID NO. ACIM-005 -1(595)15E,ACST-S163(24)E ,P-S163(24)E RESURFACE EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.124 1,860.00 02 TIME-RELATED OVERHEAD LS 135,950.0000 135,950.00 1.000 135,950.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 PREPARE WATER POLLUTION CONTROL LS 1,550.0000 1,550.00 0.750 1,162.50 PROGRAM 05 WATER POLLUTION CONTROL LS 31,675.0000 31,675.00 0.865 27,398.88 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,300.0000 8,300.00 1.000 8,300.00 07 CONSTRUCTION AREA SIGNS LS 33,000.0000 33,000.00 0.853 28,149.00 S) 08 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.2000 1,820.00 352.000 1,830.40 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 1,620.00 0.000 0.00 S) (LEFT IN PLACE) 11 TEMPORARY PAVEMENT MARKER EA 10.3000 185.40 44.000 453.20 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,350.0000 38,100.00 6.642 42,176.70 S) 13 TEMPORARY RAILING (TYPE K) M 56.0000 6,720.00 111.000 6,216.00 S) 14 TRAFFIC PLASTIC DRUM EA 135.0000 540.00 4.000 540.00 S) 15 TEMPORARY CRASH CUSHION (ADIEM) EA 22,660.0000 22,660.00 1.000 22,660.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 30.9000 5,253.00 92.200 2,848.98 17 REMOVE TRAFFIC STRIPE M2 46.4000 1,206.40 52.000 2,412.80 18 REMOVE ROADSIDE SIGN EA 252.4000 3,786.00 13.000 3,281.20 13.000 3,281.20 19 REMOVE SIGN PANEL EA 596.4000 5,964.00 10.000 5,964.00 20 REMOVE ASPHALT CONCRETE DIKE M 8.7000 40,194.00 1,463.400 12,731.58 4,599.000 40,011.30 21 RECONSTRUCT METAL BEAM GUARD RAILING M 105.1000 166,058.00 1,703.200 179,006.32 S) (WOOD POST) 22 RELOCATE ROADSIDE SIGN EA 309.0000 618.00 1.000 309.00 2.000 618.00 PROGRAM CAS145 PAGE 2 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-207914 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: NAPIER, MARK DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MODIFY SIGN STRUCTURE EA 3,293.9000 23,057.30 7.000 23,057.30 S) 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.3000 488,130.00 91,694.490 485,980.80 S) 25 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 26 ROADWAY EXCAVATION M3 145.5000 152,775.00 618.690 90,019.40 1,388.190 201,981.65 27 ROADWAY EXCAVATION (TYPE Z-2) M3 415.0000 361,050.00 440.300 182,724.50 (AERIALLY DEPOSITED LEAD) 28 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 29 HIGHWAY PLANTING LS 42,751.2000 42,751.20 0.487 20,819.83 1.000 42,751.20 S) 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 34 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 35 PLANT ESTABLISHMENT WORK LS 20,085.0000 20,085.00 0.000 0.00 S) 36 IRRIGATION SYSTEM LS 22,330.4000 22,330.40 0.123 2,746.64 0.969 21,638.16 S) 37 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 420.0000 6,720.00 8.300 3,486.00 8.300 3,486.00 38 ASPHALT CONCRETE (TYPE A) TONN 81.6000 554,880.00 6,453.230 526,583.57 39 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.7500 824,917.50 9,155.640 830,874.33 40 PLACE ASPHALT CONCRETE DIKE M 6.4000 29,568.00 2,948.000 18,867.20 4,599.000 29,433.60 41 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 56.0000 8,960.00 160.670 8,997.52 160.670 8,997.52 AREA) 42 SHOULDER RUMBLE STRIP STA 175.0000 6,300.00 35.400 6,195.00 (AC, ROLLED-IN INDENTATIONS) 43 ASPHALTIC EMULSION (PAINT BINDER) TONN 420.0000 14,280.00 33.580 14,103.60 44 REPLACE CONCRETE PAVEMENT M3 1,378.5000 1,199,295.00 866.125 1,193,953.31 (RAPID STRENGTH CONCRETE) 45 SEAL PAVEMENT JOINT M 7.2500 156,600.00 2,382.000 17,269.50 22,126.500 160,417.13 46 GRIND EXISTING CONCRETE M2 6.4500 401,190.00 61,742.480 398,239.00 S) PAVEMENT 47 MINOR CONCRETE (MINOR STRUCTURE) M3 7,725.0000 108,150.00 1.430 11,046.75 14.000 108,150.00 F) 48 FURNISH SIGN STRUCTURE (TRUSS) KG 9.6000 10,819.20 1,127.000 10,819.20 F) 49 ROADSIDE SIGN - ONE POST EA 458.4000 3,667.20 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-207914 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: NAPIER, MARK DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADSIDE SIGN - TWO POST EA 1,220.6000 23,191.40 13.000 15,867.80 13.000 15,867.80 51 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 206.0000 206.00 0.000 0.00 METHOD) 52 INSTALL SIGN PANEL ON EXISTING M2 17.4000 2,784.00 24.140 420.04 177.340 3,085.72 S) SIGN STRUCTURE 53 INSTALL ROADSIDE SIGN PANEL ON EA 252.4000 7,319.60 9.000 2,271.60 23.000 5,805.20 EXISTING POST 54 450 MM REINFORCED CONCRETE PIPE M 1,545.0000 20,085.00 11.000 16,995.00 (CLASS III, RUBBER GASKET JOINT) 55 600 MM REINFORCED CONCRETE PIPE M 2,060.0000 16,480.00 6.500 13,390.00 (CLASS III, RUBBER GASKET JOINT) 56 MINOR CONCRETE (MISCELLANEOUS M3 949.7000 104,467.00 96.460 91,608.06 CONSTRUCTION) 57 MISCELLANEOUS IRON AND STEEL KG 15.5000 14,926.50 148.000 2,294.00 963.000 14,926.50 SF) 58 MISCELLANEOUS METAL (STEEL PLATE) KG 16.6000 8,300.00 500.000 8,300.00 500.000 8,300.00 S) 59 CONCRETE BARRIER MARKER EA 15.5000 449.50 0.000 0.00 60 DELINEATOR (CLASS 1) EA 36.1000 20,216.00 139.000 5,017.90 139.000 5,017.90 61 GUARD RAILING DELINEATOR EA 20.6000 4,120.00 39.000 803.40 184.000 3,790.40 62 OBJECT MARKER EA 77.3000 154.60 0.000 0.00 63 TERMINAL SYSTEM (TYPE ET) EA 4,017.0000 32,136.00 8.000 32,136.00 S) 64 TERMINAL SYSTEM (TYPE SRT) EA 2,884.0000 109,592.00 34.000 98,056.00 S) 65 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 772.5000 27,810.00 30.000 23,175.00 S) 66 CRASH CUSHION (TYPE CAT) EA 7,004.0000 14,008.00 2.000 14,008.00 S) 67 CRASH CUSHION (TYPE CAT) BACKUP EA 618.0000 1,236.00 2.000 1,236.00 S) 68 CONCRETE BARRIER (TYPE 60) M 403.0000 27,001.00 73.200 29,499.60 69 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 6,600.00 191.090 6,305.97 221.250 7,301.25 S) 70 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 7,668.00 5,322.000 14,369.40 5,322.000 14,369.40 S) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 2,080.00 1,461.000 2,337.60 1,461.000 2,337.60 S) (BROKEN 3.66 M - 0.92 M) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 270.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 73 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 16,400.00 9,207.000 4,603.50 27,443.000 13,721.50 S) 74 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,848.00 3,252.000 4,552.80 6,205.000 8,687.00 S) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 10,560.00 1,162.000 3,834.60 2,955.000 9,751.50 S) 76 SIGN ILLUMINATION LS 18,540.0000 18,540.00 0.890 16,500.60 S) PROGRAM CAS145 PAGE 4 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-207914 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: NAPIER, MARK DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 INDUCTIVE LOOP DETECTOR EA 463.5000 15,759.00 30.000 13,905.00 S) 79 MODIFY TRAFFIC MONITORING STATION LS 22,660.0000 22,660.00 1.000 22,660.00 S) (COUNT) PROGRAM CAS145 PAGE 5 DATE 11/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-207914 TIME 01:54 PM ESTIMATE NO. 08 BID OPENING 10/14/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: NAPIER, MARK DATE OF THIS ESTIMATE 11/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 270,553.23 5,506,356.18 ADJUSTMENT OF COMPENSATION 0.00 37,489.66 EXTRA WORK 22,623.26 58,459.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 293,176.49 5,602,305.52 80 MOBILIZATION LS 370,000.0000 370,000.00 1.000 370,000.00 ORIGINAL CONTRACT AMOUNT 6,129,593.20 TOTAL WORK COMPLETED 293,176.49 5,972,305.52 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -34,229.19 TOTAL 293,176.49 5,938,076.33 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 12/02/04 225 03/15/05 01/18/05 11/20/05 118 86 0 0 94% 100% PROGRESS IS SATISFACTORY NAPIER, MARK RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 11/21/05