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 02/23/09 EST. NO.32 TIME 10:12 AM R.E. NAME: STIMSON, PATRICK 05-446014 --------------------------------------------------------------------------- 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 0214 963.19 E.W. @ F.A.(+) 120408 N 0448 0 0218 323.47 121808 N 0488 0 0219 526.04 121908 N 0490 0 0220 970.43 121908 N 0492 0 0221 1,125.30 122308 N 0495 0 0223 172.11 010709 N 0518 0 0225 172.11 010909 N 0520 0 0227 172.11 011109 N 0522 0 0228 172.11 011209 N 0523 0 0229 172.11 011309 N 0524 0 0230 172.11 010609 N 0517 0 0231 172.11 011009 N 0521 0 0232 691.64 100308 N 0561 0 0233 500.14 100608 N 0562 0 0237 624.19 101207 N 0570 0 0238 371.45 012209 N 0567 0 0240 172.11 011409 N 0572 0 0241 172.11 011509 N 0573 0 0242 172.11 011609 N 0575 0 0243 172.11 011709 N 0574 0 0244 172.11 011809 N 0576 0 0245 172.11 011909 N 0577 0 0246 172.11 012009 N 0578 0 0247 840.31 091307 N 182R 0 0249 3,106.04 010709 N 0583 0 0250 1,152.92 111308 N 465M10 002 0016 125.00 E.W. @ F.A.(+) 120408 N 0440 0 0017 125.00 112508 N 0525 0 004 0004 3,280.77 E.W. @ F.A.(+) 120708 N 0455 0 0006 6,357.89 121108 N 0476 0 0007 161.79 121508 N 0477 0 0008 4,755.12 121608 N 0478 0 0009 3,486.85 121508 N 0479 0 0011 1,223.76 121708 N 0483 0 0012 1,692.37 121808 N 0484 0 0013 5,143.79 121808 N 0489 0 0014 2,612.50 122108 N 0494 0 0015 3,691.38 122908 N 0502 0 0016 12,745.65 123008 N 0503 0 0017 93.99 010609 N 0505 0 0018 2,761.21 010609 N 506D 0 0022 412.33 010809 N 0509 0 0025 83.38 010909 N 0512 0 0030 3,719.82 011209 N 514D 0 0034 3,365.75 010709 N 507D 0 0035 2,890.91 010509 N 515D 0 0037 3,995.07 121708 N 0526 0 0038 6,012.36 121808 N 0527 0 0041 83.38 011309 N 0531 0 0042 855.48 011409 N 0532 0 0045 48.35 011309 N 0536 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/23/09 EST. NO.32 TIME 10:12 AM R.E. NAME: STIMSON, PATRICK 05-446014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0050 460.88 011909 N 0547 0 0052 188.74 010909 N 0552 0 0053 188.74 010509 N 0553 0 0054 480.93 010609 N 0554 0 0055 188.74 010709 N 0555 0 0056 188.74 010809 N 0556 0 0057 188.74 011209 N 0557 0 0058 94.37 011309 N 0558 0 0059 188.74 011409 N 0559 0 014 0016 386.49 E.W. @ F.A.(+) 122908 N 0563 0 0017 534.93 011309 N 0582 0 047 0003 -92,029.00 A.C. @ L.S.(-) 082508 N 03 0 048 0002 358,231.54 A.C. @ U.P.(+) 012209 N 02 0 059 0001 -8,518.20 A.C. @ L.S.(-) 012609 N 001 0 061 0003-1 -3,784.56 E.W. @ F.A.(+) 021308 N 0224 0 DAO CORRECTING ENTRY 068 0004 2,454.79 E.W. @ F.A.(+) 051608 N 0321 0 074 0004 4,837.30 E.W. @ F.A.(+) 120408 N 0452 0 0005 4,157.51 120508 N 0468 0 0006 2,832.86 120808 N 0469 0 0007 2,082.79 121008 N 0472 0 0008 1,704.08 121108 N 0474 0 0009 826.87 121808 N 0485 0 075 0004 3,446.00 E.W. @ F.A.(+) 111908 N 0419 0 0021 1,612.65 111008 N 0359 0 0030 4,284.34 120308 N 0445 0 0032 3,993.24 120508 N 0454 0 0036 3,981.71 121208 N 0467 0 0037 12,426.39 121008 N 0473 0 0039 2,992.98 121608 N 0481 0 0040 2,722.86 121708 N 0482 0 0041 2,054.45 121808 N 0486 0 0046 1,114.36 122408 N 0497 0 0048 858.79 123008 N 0500 0 0052 166.76 011209 N 0530 0 080 0002 28,578.11 E.W. @ F.A.(+) 120808 N 0470 0 0003 1,005.46 120808 N 470E 0 0004 35,130.37 120908 N 0471 0 0005 473.83 120908 N 471E 0 0006 418.65 010509 N 0504 0 0007 7,227.82 011909 N 0546 0 0008 506.79 010609 N 0550 0 0009 716.93 011909 N 0581 0 082 0008 12,617.04 E.W. @ F.A.(+) 120308 N 0466 0 0009 1,337.57 120408 N 449R 0 0010 495.84 120508 N 0543 0 086 0001 233,743.69 A.C. @ L.S.(+) 012209 N 01 0 087 0001 1,876.36 E.W. @ F.A.(+) 011409 N 0533 0 0002 3,022.40 011509 N 0540 0 0003 2,361.95 011609 N 0541 0 0004 1,872.67 011909 N 0542 0 0005 2,409.50 012009 N 0548 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/23/09 EST. NO.32 TIME 10:12 AM R.E. NAME: STIMSON, PATRICK 05-446014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0006 1,731.02 012109 N 0549 0 0007 113.43 012109 N 549M 0 734,508.54 TOTAL THIS ESTIMATE 760,862.17 TOTAL PREVIOUS ESTIMATE 1,495,370.71 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 02/23/09 EST. NO.32 TIME 10:12 AM R.E. NAME: STIMSON, PATRICK 05-446014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM -21,000.00 01 CPM 54-2 21,000.00 02 RESTAKE CHARGES 54-3 -2,040.00 08 51-4 EPOXY-CTD BRS -5,000.00 11 51-5 STANDARDS -5,000.00 11 51-6 SWPPP WARNING -10,000.00 11 54-7 SWPPP WARNING 10,000.00 12 SWPPP VIOLATION CMC -10,000.00 14 RESTAKE CHARGE -640.00 15 54-9 SWPPP VIOLATION -50,000.00 16 54-10 SWPPP VIOL.CMC 10,000.00 17 54-11 SWPPP DIABLO 50,000.00 17 54-12 SWPPP VIOLATE -139,499.00 18 54-13 SWPPP VIOLATE 139,499.00 19 54-14 SWPPP VIOLATE -132,318.72 20 54-15 SIGN STEEL STR -7,144.28 21 54-16 SWPPP VIOLATE 132,318.72 21 54-17 LATE CPM -50,000.00 21 54-18 CPM VIOLATION 50,000.00 22 54-19 FALL TESTS -1,250.00 22 54-20 FAILED TESTS -1,750.00 23 FAILED TESTS S4-21 -500.00 25 54-22 FAILED TEST -500.00 26 54-24 SWPP VIOL -190,142.10 32 54-25 SUBLET VIOL -36,550.00 32 -226,692.10 -250,516.38 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 06 REL EST #6 10,000.00 07 MISSING PYRLS -10,000.00 15 MISSING PYRLS RECD 10,000.00 18 MISSING PYRLS -10,000.00 22 RECD PYRLS EST#22 -10,000.00 23 REL ERR ON #23 4 #22 10,000.00 25 REL EST #22 10,000.00 25 0.00 0.00 LIQUIDATED DAMAGES 54-23 10 DAYS -88,000.00 28 RETURN 54-23 10 DAYS 88,000.00 30 0.00 0.00 TOTAL DEDUCTIONS -226,692.10 -250,516.38 PROGRAM CAS145 PAGE 1 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 LOCATION PROGRESS ESTIMATE 05-SB-101-84.1/90.9 ----------------- DIABLO CONTRACTORS INC IN SANTA BARBARA COUNTY IN AND NEAR 7 CROW CANYON COURT SUITE 100 SANTA MARIA FROM 0.4 KM SOUTH OF SAN RAMON CA 94583 SANTA MARIA UNDERCROSSING TO 0.4 KM NORTH OF NORTH SANTA MARIA OVERCROSSING FED. AID NO. ACNH-Q101(28)E WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 1,800,000.00 450.000 1,800,000.00 03 TEMPORARY FENCE (TYPE ESA) M 50.0000 950.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 64,500.00 1,341.100 67,055.00 S) 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 07 TEMPORARY SILT FENCE M 8.0000 8,000.00 2,053.620 16,428.96 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 10.000 20,000.00 09 TEMPORARY COVER M2 20.0000 400.00 0.000 0.00 10 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 11 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.150 3,000.00 1.000 20,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 S) 13 TEMPORARY PAVEMENT MARKING (PAINT) M2 300.0000 2,340.00 7.800 2,340.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 380.00 187.600 187.60 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 3,700.00 8.000 400.00 98.000 4,900.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 40.0000 868,000.00 48.770 1,950.80 23,213.275 928,531.00 S) 18 TEMPORARY CRASH CUSHION MODULE EA 300.0000 8,400.00 39.000 11,700.00 S) 19 TEMPORARY CRASH CUSHION (ADIEM) EA 6,000.0000 48,000.00 12.000 72,000.00 S) 20 ABANDON CULVERT EA 1,000.0000 23,000.00 22.000 22,000.00 21 REMOVE CHAIN LINK FENCE M 20.0000 25,400.00 1,279.000 25,580.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 12,600.00 652.960 13,059.20 S) PROGRAM CAS145 PAGE 2 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 20.0000 2,800.00 140.000 2,800.00 S) STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 26,200.00 6,578.000 13,156.00 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 23,200.00 4,935.000 4,935.00 13,690.000 13,690.00 S) 26 REMOVE ROADSIDE SIGN EA 400.0000 800.00 2.000 800.00 27 REMOVE ROADSIDE SIGN EA 500.0000 9,500.00 19.000 9,500.00 (LAMINATED WOOD BOX POST) 28 REMOVE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000.00 S) 29 REMOVE PIPE M 500.0000 11,500.00 22.020 11,010.00 30 REMOVE INLET EA 500.0000 6,500.00 14.000 7,000.00 31 REMOVE HEADWALL EA 5,000.0000 35,000.00 7.000 35,000.00 32 REMOVE RETAINING WALL M 300.0000 15,300.00 50.340 15,102.00 33 REMOVE SINGLE THRIE BEAM BARRIER M 15.0000 108,600.00 7,194.240 107,913.60 S) 34 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 106,950.00 7,122.610 106,839.15 S) 35 RECONSTRUCT THRIE BEAM BARRIER M 200.0000 12,800.00 63.610 12,722.00 S) 36 RECONSTRUCT METAL BEAM GUARD RAILING M 300.0000 3,000.00 0.000 0.00 S) 37 RELOCATE ROADSIDE SIGN EA 500.0000 1,000.00 3.000 1,500.00 (LAMINATED WOOD BOX POST) 38 REMOVE CONCRETE BARRIER (TYPE 50) M 300.0000 4,500.00 14.600 4,380.00 39 CLEAN BRIDGE DECK M2 8.0000 24,128.00 4,068.000 32,544.00 40 REMOVE CONCRETE (MISCELLANEOUS) M3 500.0000 9,000.00 11.770 5,885.00 41 CAP INLET EA 400.0000 14,000.00 34.000 13,600.00 42 REMOVE CRASH CUSHION (SAND FILLED) EA 300.0000 1,200.00 4.000 1,200.00 43 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 1.000 13,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,000.0000 7,000.00 1.000 7,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 46 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 47 ROADWAY EXCAVATION M3 30.0000 669,000.00 22,505.270 675,158.10 48 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 49 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 PROGRAM CAS145 PAGE 3 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 246,000.00 820.000 246,000.00 F) 51 STRUCTURE EXCAVATION, RETAINING WALL M3 100.0000 76,400.00 764.000 76,400.00 F) (SOUND WALL ) 52 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 42,000.00 420.000 42,000.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 1,600.00 16.000 1,600.00 F) 54 STRUCTURE BACKFILL, RETAINING WALL M3 100.0000 54,400.00 544.000 54,400.00 F) (SOUND WALL ) 55 SAND BACKFILL M3 100.0000 7,400.00 70.400 7,040.00 56 IMPORTED BORROW M3 50.0000 352,000.00 3,965.110 198,255.50 57 HIGHWAY PLANTING LS 250,000.0000 250,000.00 1.000 250,000.00 S) 58 FIBER (EROSION CONTROL) KG 2.0000 5,800.00 2,860.200 5,720.40 S) 59 COMPOST (EROSION CONTROL) M3 800.0000 3,200.00 3.360 2,688.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 5,600.00 49.470 4,947.00 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 3,060.00 930.700 2,792.10 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 2,625.00 363.200 1,816.00 S) 63 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.408 40,800.00 S) 64 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000.00 S) 65 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 66 WATER METER EA 10,000.0000 10,000.00 1.000 10,000.00 S) 67 40 MM WATER METER EA 20,000.0000 20,000.00 1.000 20,000.00 S) 68 250 MM WELDED STEEL PIPE CONDUIT M 1,000.0000 22,000.00 0.000 0.00 S) (6.35 MM THICK) 69 CLASS 2 AGGREGATE BASE M3 50.0000 955,000.00 19,908.255 995,412.75 70 ASPHALT CONCRETE TONN 90.0000 6,210,000.00 69,442.570 6,249,831.30 71 ASPHALT CONCRETE (OPEN GRADED) TONN 110.0000 1,309,000.00 0.000 0.00 72 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 3,650.00 86.505 4,325.25 AREA) 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 147,000.00 112.280 78,596.00 74 FURNISH STEEL PILING (HP 250 X 85) M 170.0000 542,130.00 3,200.380 544,064.60 75 DRIVE STEEL PILE (HP 250 X 85) EA 1,400.0000 278,600.00 199.000 278,600.00 S) 76 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 300,000.00 1,992.600 298,890.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 610,400.00 4,355.200 609,728.00 S) PILING (BARRIER) 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 126,000.00 210.000 126,000.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,425,000.00 950.000 1,425,000.00 F) 80 CLASS 2 CONCRETE (RETAINING WALL) M3 1,100.0000 226,600.00 206.000 226,600.00 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 92,000.00 95.610 95,610.00 F) 82 MINOR CONCRETE (SOUND WALL) M3 700.0000 205,100.00 295.660 206,962.00 F) 83 MINOR CONCRETE (BACKFILL) M3 700.0000 9,800.00 14.000 9,800.00 84 GRAFFITI RESISTANT COATING M2 1.0000 16,600.00 16,600.000 16,600.00 85 DRILL AND BOND DOWEL M 100.0000 58,000.00 686.000 68,600.00 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 100,000.00 10.000 100,000.00 S) GIRDER (5 M - 10 M) 87 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 75,000.00 5.000 75,000.00 S) GIRDER (20 M - 25 M) 88 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 45,000.00 15.000 45,000.00 S) GIRDER 89 RETAINING WALL STEM (TYPE 6) M2 200.0000 6,800.00 34.000 6,800.00 90 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 210.0000 734,370.00 3,497.000 734,370.00 SF) 91 SOUND WALL (MASONRY BLOCK) M2 210.0000 1,117,200.00 5,320.000 1,117,200.00 SF) 92 JOINT SEAL (MR 30 MM) M 200.0000 36,000.00 173.558 34,711.60 S) 93 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 396,400.00 201,016.250 402,032.50 SF) 94 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 31,380.00 12,552.000 31,380.00 SF) 95 TREAT BRIDGE DECK M2 10.0000 30,160.00 4,103.400 41,034.00 F) 96 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 24,140.00 1,550.000 31,000.00 (LOW ODOR) 97 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 974,220.00 162,370.000 974,220.00 F) 98 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 162,370.00 162,370.000 162,370.00 SF) 99 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 18,000.00 5.800 17,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 1524 MM CAST-IN-DRILLED-HOLE M 4,000.0000 632,000.00 157.700 630,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 01 BARRIER-MOUNTED SIGN KG 50.0000 5,450.00 109.000 5,450.00 SF) 02 ROADSIDE SIGN - ONE POST EA 320.0000 2,240.00 7.000 2,240.00 03 ROADSIDE SIGN - TWO POST EA 480.0000 1,440.00 3.000 1,440.00 PROGRAM CAS145 PAGE 5 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL LAMINATED PANEL ON EXISTING SIGN EA 3,000.0000 9,000.00 3.000 9,000.00 STRUCTURE 05 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,200.00 10.000 2,000.00 EXISTING POST 06 INSTALL ROADSIDE SIGN EA 3,000.0000 9,000.00 3.000 9,000.00 (LAMINATED WOOD BOX POST) 07 ABUTMENT LUMBER BLOCKING M3 3,000.0000 90,000.00 30.000 90,000.00 F) 08 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 44,400.00 441.600 52,992.00 09 JACKED 1800 MM X 1200 MM PRECAST M 15,000.0000 675,000.00 45.000 675,000.00 S) REINFORCED CONCRETE BOX CULVERT 10 80 MM PLASTIC PIPE (EDGE DRAIN) M 40.0000 45,600.00 1,133.000 45,320.00 11 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 3,300.00 103.300 3,099.00 12 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 5,500.00 11.000 5,500.00 13 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 5,500.00 5.000 2,500.00 14 ROCK SLOPE PROTECTION M3 300.0000 7,800.00 29.600 8,880.00 (BACKING NO. 2, METHOD B) 15 SLOPE PAVING (CONCRETE) M3 2,000.0000 32,000.00 16.000 32,000.00 F) 16 ROCK SLOPE PROTECTION FABRIC M2 10.0000 840.00 96.000 960.00 17 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 16,000.00 7.770 15,540.00 CONSTRUCTION) 18 MISCELLANEOUS IRON AND STEEL KG 10.0000 54,760.00 5,920.000 59,200.00 SF) 19 CHAIN LINK FENCE (TYPE CL-1.8) M 250.0000 24,500.00 97.970 24,492.50 S) 20 SURVEY MONUMENT EA 500.0000 12,000.00 24.000 12,000.00 21 METAL BEAM GUARD RAILING (STEEL POST) M 100.0000 42,000.00 444.840 44,484.00 S) 22 CONCRETE BARRIER (TYPE 25) M 700.0000 38,500.00 55.000 38,500.00 F) 23 DOUBLE METAL BEAM GUARD RAILING M 400.0000 8,000.00 38.480 15,392.00 S) (STEEL POST) 24 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 300.0000 75,000.00 19.980 5,994.00 478.460 143,538.00 S) 25 CONCRETE BARRIER (TYPE 50) M 500.0000 5,000.00 10.016 5,008.00 26 CONCRETE BARRIER (TYPE 50D) M 520.0000 2,600.00 4.900 2,548.00 27 TRANSITION RAILING (TYPE WB) EA 4,000.0000 12,000.00 4.000 16,000.00 S) 28 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 5,000.0000 30,000.00 6.000 30,000.00 S) 29 END SECTION EA 600.0000 600.00 1.000 600.00 S) 30 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 20.000 20,000.00 S) PROGRAM CAS145 PAGE 6 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 4.000 16,000.00 S) 32 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 69,000.00 23.000 69,000.00 S) 33 CRASH CUSHION (TYPE CAT) EA 10,000.0000 10,000.00 2.000 20,000.00 S) 34 CRASH CUSHION (TYPE CAT) BACKUP EA 3,000.0000 3,000.00 2.000 6,000.00 S) 35 QUADGUARD SYSTEM EA 30,000.0000 30,000.00 1.000 30,000.00 S) 36 CONCRETE BARRIER (TYPE 60) M 120.0000 978,000.00 8,142.400 977,088.00 37 CONCRETE BARRIER (TYPE 60C) M 170.0000 334,900.00 1,961.240 333,410.80 38 CONCRETE BARRIER (TYPE 60E) M 600.0000 114,000.00 187.000 112,200.00 39 CONCRETE BARRIER (TYPE 60SA) M 200.0000 21,600.00 108.000 21,600.00 F) 40 CONCRETE BARRIER (TYPE 736 SU) M 400.0000 416,000.00 1,031.600 412,640.00 41 CONCRETE BARRIER (TYPE 736 A MOD) M 150.0000 21,000.00 130.100 19,515.00 42 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 65,000.00 11,533.000 5,766.50 134,819.500 67,409.75 S) (SPRAYABLE) 43 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 17,100.00 15,989.000 15,989.00 S) 44 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.0000 8,070.00 229.000 229.00 7,993.000 7,993.00 S) 45 SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.00 S) 46 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 30,000.00 3.000 30,000.00 S) 47 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 48 INDUCTIVE LOOP DETECTOR LS 150,000.0000 150,000.00 1.000 150,000.00 S) 49 MODIFY LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) PROGRAM CAS145 PAGE 7 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 10:12 AM ESTIMATE NO. 32 BID OPENING 05/16/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,275.30 25,698,007.66 ADJUSTMENT OF COMPENSATION 491,428.03 192,653.29 EXTRA WORK 243,080.51 1,302,717.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 756,783.84 27,193,378.37 50 MOBILIZATION LS 2900,000.0000 2,900,000.00 1.000 2,900,000.00 ORIGINAL CONTRACT AMOUNT 29,911,553.00 TOTAL WORK COMPLETED 756,783.84 30,093,378.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -226,692.10 -250,516.38 TOTAL 530,091.74 29,842,861.99 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 07/06/06 570 08/22/06 07/21/06 07/29/09 482 160 27 0 99% 81% PROGRESS IS SATISFACTORY STIMSON, PATRICK RESIDENT ENGINEER PROGRAM CAS145 PAGE 20 DATE 02/23/09