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 11/26/07 EST. NO.16 TIME 11:34 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 0105 274.35 E.W. @ F.A.(+) 090507 N 0172 0 0106 149.44 100207 N 0187 0 0108 220.35 102307 N 0188 0 0109 233.65 102507 N 0099 0 021 0001 11,726.33 A.C. @ L.S.(+) 111907 N 1 0 022 0004 962.77 E.W. @ F.A.(+) 090507 N 0178 0 0005 962.77 090607 N 0180 0 0006 1,000.23 090607 N 0181 0 0007 1,185.42 090507 N 0179 0 16,715.31 TOTAL THIS ESTIMATE 28,977.88 TOTAL PREVIOUS ESTIMATE 45,693.19 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 11/26/07 EST. NO.16 TIME 11:34 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 -50,000.00 -72,680.00 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 06 REL EST #6 10,000.00 07 MISSING PYRLS -10,000.00 15 0.00 -10,000.00 TOTAL DEDUCTIONS -50,000.00 -82,680.00 PROGRAM CAS145 PAGE 1 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 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 21.000 84,000.00 314.000 1,256,000.00 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 1,106.000 55,300.00 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 0.100 2,000.00 0.650 13,000.00 07 TEMPORARY SILT FENCE M 8.0000 8,000.00 150.000 1,200.00 1,493.000 11,944.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 6.000 12,000.00 09 TEMPORARY COVER M2 20.0000 400.00 0.000 0.00 10 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 11 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.021 420.00 0.593 11,860.00 S) 12 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.051 20,400.00 0.673 269,200.00 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 67.000 3,350.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.055 2,750.00 0.639 31,950.00 S) 17 TEMPORARY RAILING (TYPE K) M 40.0000 868,000.00 4,096.000 163,840.00 19,554.239 782,169.56 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 0.000 0.00 21 REMOVE CHAIN LINK FENCE M 20.0000 25,400.00 1,234.000 24,680.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 12,600.00 442.030 8,840.60 S) PROGRAM CAS145 PAGE 2 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,401.000 4,401.00 S) 26 REMOVE ROADSIDE SIGN EA 400.0000 800.00 0.000 0.00 27 REMOVE ROADSIDE SIGN EA 500.0000 9,500.00 4.000 2,000.00 (LAMINATED WOOD BOX POST) 28 REMOVE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0.00 S) 29 REMOVE PIPE M 500.0000 11,500.00 2.520 1,260.00 5.120 2,560.00 30 REMOVE INLET EA 500.0000 6,500.00 5.000 2,500.00 11.000 5,500.00 31 REMOVE HEADWALL EA 5,000.0000 35,000.00 0.000 0.00 32 REMOVE RETAINING WALL M 300.0000 15,300.00 14.620 4,386.00 33 REMOVE SINGLE THRIE BEAM BARRIER M 15.0000 108,600.00 6,122.970 91,844.55 7,194.240 107,913.60 S) 34 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 106,950.00 0.000 0.00 S) 35 RECONSTRUCT THRIE BEAM BARRIER M 200.0000 12,800.00 0.000 0.00 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 0.000 0.00 (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 0.000 0.00 40 REMOVE CONCRETE (MISCELLANEOUS) M3 500.0000 9,000.00 2.956 1,478.00 41 CAP INLET EA 400.0000 14,000.00 23.000 9,200.00 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 0.750 90,000.00 47 ROADWAY EXCAVATION M3 30.0000 669,000.00 3,790.730 113,721.90 13,468.720 404,061.60 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 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 76,400.00 443.000 44,300.00 F) (SOUND WALL ) 52 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 42,000.00 15.620 1,562.00 280.500 28,050.00 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 54,400.00 333.000 33,300.00 F) (SOUND WALL ) 55 SAND BACKFILL M3 100.0000 7,400.00 0.000 0.00 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 0.035 8,750.00 S) 58 FIBER (EROSION CONTROL) KG 2.0000 5,800.00 0.000 0.00 S) 59 COMPOST (EROSION CONTROL) M3 800.0000 3,200.00 0.000 0.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 5,600.00 0.000 0.00 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 3,060.00 0.000 0.00 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 2,625.00 0.000 0.00 S) 63 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0.00 S) 64 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.000 0.00 S) 65 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.117 35,100.00 0.262 78,600.00 S) 66 WATER METER EA 10,000.0000 10,000.00 0.000 0.00 S) 67 40 MM WATER METER EA 20,000.0000 20,000.00 0.000 0.00 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 955,000.00 629.555 31,477.75 9,063.425 453,171.25 70 ASPHALT CONCRETE TONN 90.0000 6,210,000.00 472.273 42,504.57 30,503.208 2,745,288.72 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 73.185 3,659.25 AREA) 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 147,000.00 7.840 5,488.00 54.691 38,283.70 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 1,989.200 298,380.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,479.400 347,116.00 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 92.000 138,000.00 879.471 1,319,206.50 F) 80 CLASS 2 CONCRETE (RETAINING WALL) M3 1,100.0000 226,600.00 146.111 160,722.10 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 92,000.00 3.670 3,670.00 33.608 33,608.00 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 22.247 15,572.90 84 GRAFFITI RESISTANT COATING M2 1.0000 16,600.00 9,560.100 9,560.10 85 DRILL AND BOND DOWEL M 100.0000 58,000.00 554.600 55,460.00 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 0.000 0.00 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 0.000 0.00 S) 93 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 396,400.00 2,879.000 5,758.00 190,507.000 381,014.00 SF) 94 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 31,380.00 9,222.000 23,055.00 SF) 95 TREAT BRIDGE DECK M2 10.0000 30,160.00 0.000 0.00 F) 96 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 24,140.00 0.000 0.00 (LOW ODOR) 97 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 974,220.00 162,370.000 974,220.00 162,370.000 974,220.00 F) 98 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 162,370.00 0.000 0.00 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 13.400 53,600.00 134.600 538,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 01 BARRIER-MOUNTED SIGN KG 50.0000 5,450.00 0.000 0.00 SF) 02 ROADSIDE SIGN - ONE POST EA 320.0000 2,240.00 0.000 0.00 03 ROADSIDE SIGN - TWO POST EA 480.0000 1,440.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 STRUCTURE 05 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,200.00 0.000 0.00 EXISTING POST 06 INSTALL ROADSIDE SIGN EA 3,000.0000 9,000.00 0.000 0.00 (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 6.000 720.00 268.200 32,184.00 09 JACKED 1800 MM X 1200 MM PRECAST M 15,000.0000 675,000.00 0.000 0.00 S) REINFORCED CONCRETE BOX CULVERT 10 80 MM PLASTIC PIPE (EDGE DRAIN) M 40.0000 45,600.00 0.000 0.00 11 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 3,300.00 0.000 0.00 12 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 5,500.00 0.000 0.00 13 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 5,500.00 0.000 0.00 14 ROCK SLOPE PROTECTION M3 300.0000 7,800.00 0.000 0.00 (BACKING NO. 2, METHOD B) 15 SLOPE PAVING (CONCRETE) M3 2,000.0000 32,000.00 0.000 0.00 F) 16 ROCK SLOPE PROTECTION FABRIC M2 10.0000 840.00 0.000 0.00 17 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 16,000.00 2.674 5,348.00 CONSTRUCTION) 18 MISCELLANEOUS IRON AND STEEL KG 10.0000 54,760.00 740.000 7,400.00 SF) 19 CHAIN LINK FENCE (TYPE CL-1.8) M 250.0000 24,500.00 30.250 7,562.50 S) 20 SURVEY MONUMENT EA 500.0000 12,000.00 0.000 0.00 21 METAL BEAM GUARD RAILING (STEEL POST) M 100.0000 42,000.00 370.120 37,012.00 S) 22 CONCRETE BARRIER (TYPE 25) M 700.0000 38,500.00 0.000 0.00 F) 23 DOUBLE METAL BEAM GUARD RAILING M 400.0000 8,000.00 0.000 0.00 S) (STEEL POST) 24 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 300.0000 75,000.00 0.000 0.00 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 2.000 8,000.00 S) 28 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 5,000.0000 30,000.00 0.000 0.00 S) 29 END SECTION EA 600.0000 600.00 0.000 0.00 S) 30 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 19.000 19,000.00 S) PROGRAM CAS145 PAGE 6 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 66,000.00 S) 33 CRASH CUSHION (TYPE CAT) EA 10,000.0000 10,000.00 0.000 0.00 S) 34 CRASH CUSHION (TYPE CAT) BACKUP EA 3,000.0000 3,000.00 0.000 0.00 S) 35 QUADGUARD SYSTEM EA 30,000.0000 30,000.00 0.000 0.00 S) 36 CONCRETE BARRIER (TYPE 60) M 120.0000 978,000.00 927.000 111,240.00 3,962.100 475,452.00 37 CONCRETE BARRIER (TYPE 60C) M 170.0000 334,900.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 60E) M 600.0000 114,000.00 20.890 12,534.00 20.890 12,534.00 39 CONCRETE BARRIER (TYPE 60SA) M 200.0000 21,600.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 736 SU) M 400.0000 416,000.00 398.047 159,218.80 41 CONCRETE BARRIER (TYPE 736 A MOD) M 150.0000 21,000.00 93.380 14,007.00 42 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 65,000.00 49,301.500 24,650.75 S) (SPRAYABLE) 43 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 17,100.00 5,928.000 5,928.00 S) 44 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.0000 8,070.00 3,373.000 3,373.00 S) 45 SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.641 128,200.00 S) 46 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 30,000.00 0.000 0.00 S) 47 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.422 4,220.00 S) 48 INDUCTIVE LOOP DETECTOR LS 150,000.0000 150,000.00 0.005 750.00 S) 49 MODIFY LIGHTING LS 200,000.0000 200,000.00 0.331 66,200.00 S) PROGRAM CAS145 PAGE 7 DATE 11/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-446014 TIME 11:34 AM ESTIMATE NO. 16 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 11/20/07 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 11/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,899,810.77 15,007,753.63 ADJUSTMENT OF COMPENSATION 11,726.33 -137,087.72 EXTRA WORK 4,988.98 182,780.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,916,526.08 15,053,446.82 50 MOBILIZATION LS 2900,000.0000 2,900,000.00 0.050 145,000.00 1.000 2,900,000.00 ORIGINAL CONTRACT AMOUNT 29,911,553.00 TOTAL WORK COMPLETED 2,061,526.08 17,953,446.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -50,000.00 -82,680.00 TOTAL 2,011,526.08 17,870,766.82 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 12/02/08 314 19 0 0 60% 55% PROGRESS IS SATISFACTORY STIMSON, PATRICK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/26/07