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 01/24/12 EST. NO.29 TIME 08:42 AM R.E. NAME: CLARK, MARTIN 03-0A6334 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0005 1,800.00 E.W. @ F.A.(+) 091411 N 0397.2 018 0003 10,050.00 A.C. @ L.S.(+) 011212 N 2 0 019 0026 687.50 E.W. @ F.A.(+) 113011 N 0467.0 0028 2,951.20 111011 N 0499.0 0029 2,878.27 111111 N 0500.0 0030 4,838.14 111411 N 0501.0 031 0027 4,871.72 E.W. @ F.A.(+) 102811 N 0468.0 0028 739.49 093011 N 0469.0 0029 112.43 092211 N 0470.0 033 0002 -1,060.37 A.C. @ U.P.(-) 011312 N 2 0 049 0001 -32,000.00 A.C. @ L.S.(-) 011312 N 2 0 054 0008 372.48 E.W. @ F.A.(+) 052611 N 0302.2 056 0011 781.29 E.W. @ F.A.(+) 103111 N 0434.0 0012 376.36 110211 N 0435.0 0013 287.88 101711 N 0407.1 0016 35,388.68 A.C. @ U.P.(+) 011312 N 4 0 0017 22,842.26 E.W. @ U.P (+) 011212 N 5 0 061 0006 3,796.14 E.W. @ F.A.(+) 062111 N 0326.0 069 0001 9,000.00 A.C. @ U.P.(+) 120711 N 0482.0 0002 2,020.21 E.W. @ F.A.(+) 081511 N 0483.0 0003 3,063.10 081811 N 0484.0 0004 245.65 082911 N 0485.0 0006 935.89 091611 N 0487.0 0007 3,665.92 100311 N 0488.0 0009 932.12 101311 N 0490.0 0010 544.50 102411 N 0491.0 0011 852.93 102511 N 0492.0 0012 1,536.24 102711 N 0493.0 0013 3,059.49 101311 N 0494.0 0014 499.61 102811 N 0496.0 0015 3,644.50 111711 N 0497.0 0016 560.87 112211 N 0498.0 079 0001 6,299.92 E.W. @ F.A.(+) 111011 N 0471.0 0002 13,831.52 111111 N 0472.0 0003 7,175.17 111111 N 0473.0 0004 7,697.27 111511 N 0474.0 0005 7,356.43 111611 N 0476.0 0006 7,437.76 111711 N 0477.0 0009 4,914.36 112911 N 0480.0 0010 7,695.74 113011 N 0481.0 152,682.67 TOTAL THIS ESTIMATE 5,763,616.52 TOTAL PREVIOUS ESTIMATE 5,916,299.19 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 01/24/12 EST. NO.29 TIME 08:42 AM R.E. NAME: CLARK, MARTIN 03-0A6334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TEST RESULTS CIPP -10,000.00 10 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/08 -2,000.00 03 RETURN 12/08 DEDUCT 2,000.00 05 PER LTR DATED 7/09 -10,000.00 07 PER LTR DATED 8/09 -10,000.00 08 PER LTR DATED 9/09 -10,000.00 09 PER LTR DATED 10/09 -7,000.00 10 RETURN 7/09 DEDUCT 10,000.00 10 RETURN 9/09 DEDUCT 10,000.00 10 PER LTR DATED 11/09 -1,000.00 11 RETURN DEDUCT 8/09 10,000.00 12 RETURN DEDUCT 10/09 7,000.00 12 RETURN DEDUCT 11/09 1,000.00 12 PER LTR DATED 1/10 -10,000.00 13 RETURN 2/10 DEDUCT 10,000.00 16 PER LTR DATED 7/2011 -10,000.00 23 PER LTR DATED 8/11 -10,000.00 24 PER LTR DATED 9/2011 -10,000.00 25 RETURN 7/2011 DEDUCT 10,000.00 25 PER LTR DATED 10/11 -5,000.00 26 RETURN 8/2011 DEDUCT 10,000.00 26 PER LTR DATED 11/11 -6,000.00 27 PER LTR DATED 12/11 -10,000.00 28 PER LTR DATED 1/12 -10,000.00 29 RETURN DEDUCT 10/11 5,000.00 29 -5,000.00 -36,000.00 OVERBID ITEMS OVERBID ITEM NO. 176 -28.55 04 OVERBID ITEM NO. 176 -14.27 06 OVERBID ITEM NO. 176 -11.42 09 OVERBID ITEM NO. 176 -2.86 23 0.00 -57.10 TOTAL DEDUCTIONS -5,000.00 -46,057.10 PROGRAM CAS145 PAGE 1 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 LOCATION PROGRESS ESTIMATE 03-NEV-80-R5.2/R13.3 ----------------- R AND L BROSAMER INC IN NEVADA COUNTY NEAR TRUCKEE FROM 1777 OAKLAND BLVD SUITE 300 1.0 MILE EAST OF THE CASTLE PEAK WALNUT CREEK CA 94596 ROAD UNDERCROSSING TO 2.1 MILES EAST OF DONNER LAKE UNDERCROSSING AND AT DONNER PARK OVERCROSSING FED. AID NO. N O N E PORTLAND CEMENT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.030 300.00 1.000 10,000.00 002 TIME-RELATED OVERHEAD WDAY 13,870.0000 4,577,100.00 20.000 277,400.00 292.000 4,050,040.00 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 83,600.00 11,355.000 45,420.00 004 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.010 1,500.00 1.000 150,000.00 005 HEALTH, SAFETY, AND WORK PLAN LS 5,000.0000 5,000.00 0.024 120.00 1.000 5,000.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.090 225.00 1.000 2,500.00 (S) PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.5000 265,000.00 9,437.000 23,592.50 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 10,500.00 2.000 3,500.00 6.000 10,500.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 38,400.00 7.000 22,400.00 11.000 35,200.00 010 TEMPORARY COVER SQYD 2.0000 35,000.00 3,278.200 6,556.40 011 TEMPORARY CHECK DAM LF 6.0000 38,400.00 3,645.500 21,873.00 012 MOVE-IN/MOVE-OUT EA 500.0000 4,500.00 1.000 500.00 (S) (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 64,000.00 97.000 38,800.00 109.000 43,600.00 014 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 44,000.00 2,420.000 2,420.00 (S) (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 100,000.0000 100,000.00 0.024 2,400.00 1.000 100,000.00 016 TEMPORARY DRAINAGE INLET COVER EA 1,200.0000 34,800.00 6.000 7,200.00 017 PROTECTION OF MIGRATORY BIRDS LS 52,000.0000 52,000.00 0.096 4,992.00 1.000 52,000.00 018 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.030 1,800.00 1.000 60,000.00 (S) 019 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.194 87,300.00 1.000 450,000.00 (S) 020 TYPE III BARRICADE EA 100.0000 1,300.00 20.000 2,000.00 (S) 021 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 75,960.00 0.000 0.00 (S) 022 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 5,100.00 289.000 2,890.00 (S) PROGRAM CAS145 PAGE 2 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 144,550.00 394,009.000 137,903.15 (S) 024 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 660.00 0.000 0.00 (S) 025 TRAFFIC PLASTIC DRUM EA 120.0000 171,600.00 535.000 64,200.00 (S) 026 FLASHING BEACON (PORTABLE) EA 19,200.0000 76,800.00 2.000 38,400.00 4.000 76,800.00 (S) 027 TEMPORARY METAL BEAM GUARD RAILING LF 110.0000 8,250.00 0.000 0.00 (S) 028 TEMPORARY ALTERNATIVE FLARED TERMINAL EA 2,500.0000 5,000.00 0.000 0.00 (S) SYSTEM 029 PORTABLE CHANGEABLE MESSAGE SIGN LS 84,000.0000 84,000.00 0.031 2,604.00 1.000 84,000.00 (S) 030 TEMPORARY RAILING (TYPE K) LF 12.0000 1,656,000.00 58,160.000 697,920.00 (S) 031 TEMPORARY CRASH CUSHION MODULE EA 210.0000 14,700.00 28.000 5,880.00 (S) 032 ABANDON CULVERT EA 650.0000 1,300.00 2.000 1,300.00 033 REMOVE METAL BEAM GUARD RAILING LF 6.0000 222,000.00 37,268.200 223,609.20 (S) 034 REMOVE FLARED END SECTION EA 28.0000 616.00 2.000 56.00 30.000 840.00 035 REMOVE TRAFFIC STRIPE LF 2.0000 196,400.00 0.000 0.00 (S) 036 REMOVE TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 315,000.00 11,574.000 17,361.00 121,516.500 182,274.75 (S) 037 REMOVE ROADSIDE SIGN EA 100.0000 5,600.00 12.000 1,200.00 51.000 5,100.00 038 REMOVE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000.00 039 REMOVE CULVERT LF 110.0000 20,900.00 4.000 440.00 293.000 32,230.00 040 REMOVE INLET EA 1,700.0000 8,500.00 -1.000 -1,700.00 5.000 8,500.00 041 REMOVE DOWNDRAIN EA 1,300.0000 13,000.00 1.000 1,300.00 11.000 14,300.00 042 REMOVE CONCRETE DECK SURFACE SQFT 2.0000 43,420.00 21,710.000 43,420.00 043 RELAY ENTRANCE TAPER AND PIPE DOWNDRAIN EA 3,000.0000 27,000.00 7.000 21,000.00 044 RESET ROADSIDE SIGN EA 250.0000 1,750.00 1.000 250.00 9.000 2,250.00 045 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 9.000 2,700.00 046 RELOCATE SIGN STRUCTURE EA 10,000.0000 20,000.00 0.000 0.00 047 MODIFY SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 (SAFETY CABLE RETROFIT) 048 16" PLASTIC PIPELINER LF 360.0000 32,760.00 99.000 35,640.00 049 22" PLASTIC PIPELINER LF 305.0000 335,500.00 1,019.700 311,008.50 PROGRAM CAS145 PAGE 3 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 28" PLASTIC PIPELINER LF 330.0000 231,000.00 -143.000 -47,190.00 747.000 246,510.00 051 34" PLASTIC PIPELINER LF 450.0000 58,500.00 143.000 64,350.00 143.000 64,350.00 052 24" CURED-IN-PLACE PIPE LINER LF 245.0000 514,500.00 2,179.000 533,855.00 053 30" CURED-IN-PLACE PIPE LINER LF 282.0000 448,380.00 1,597.700 450,551.40 054 42" CURED-IN-PLACE PIPE LINER LF 390.0000 120,900.00 145.000 56,550.00 055 48" CURED-IN-PLACE PIPE LINER LF 490.0000 102,900.00 204.900 100,401.00 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4000 27,234.00 8,544.540 29,051.44 (S) 057 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 29,230.00 29,230.000 29,230.00 (F) 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 85,000.0000 85,000.00 1.000 85,000.00 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 85,000.0000 85,000.00 1.000 85,000.00 060 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 061 ROADWAY EXCAVATION CY 30.0000 4,920,000.00 185,576.000 5,567,280.00 062 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000.00 (S) 063 SAND BACKFILL CY 280.0000 4,200.00 0.000 0.00 064 DITCH EXCAVATION CY 28.0000 12,600.00 209.500 5,866.00 065 IMPORTED BORROW CY 24.0000 108,480.00 3,794.050 91,057.20 066 HIGHWAY PLANTING LS 42,000.0000 42,000.00 1.000 42,000.00 (S) 067 IMPORTED TOPSOIL CY 44.0000 107,360.00 0.000 0.00 068 BOULDER PLACEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 069 LOG PLACEMENT EA 650.0000 7,150.00 11.000 7,150.00 070 CLAY LAYER SQYD 5.0000 11,500.00 0.000 0.00 071 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 0.5000 14,900.00 29,761.000 14,880.50 (S) 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 8.000 4,800.00 (S) 073 PLANT ESTABLISHMENT WORK LS 55,000.0000 55,000.00 0.088 4,840.00 (S) 074 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (S) 075 CLASS 2 AGGREGATE BASE CY 30.0000 765,000.00 31,871.780 956,153.40 076 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 8,400.00 28.000 8,400.00 PROGRAM CAS145 PAGE 4 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BASE CY 80.0000 2,648,000.00 39,449.600 3,155,968.00 078 HOT MIX ASPHALT (TYPE A) TON 124.0000 5,914,800.00 15,707.640 1,947,747.36 079 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 7.0000 24,640.00 0.000 0.00 080 SHOULDER RUMBLE STRIP STA 22.0000 11,220.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,710.00 199.000 597.00 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 151,800.00 18,113.000 54,339.00 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 45,600.00 5,585.000 16,755.00 084 PLACE HOT MIX ASPHALT SQYD 5.0000 16,350.00 1,345.760 6,728.80 (MISCELLANEOUS AREA) 085 CONCRETE PAVEMENT CY 171.0000 12,346,200.00 236.900 40,509.90 96,249.800 16,458,715.80 086 SHOULDER RUMBLE STRIP STA 125.0000 56,250.00 317.330 39,666.25 1,333.130 166,641.25 (PCC, GROUND-IN INDENTATIONS) 087 SEAL PAVEMENT JOINT LF 1.7000 302,600.00 298,038.000 506,664.60 088 SEAL LONGITUDINAL ISOLATION JOINT LF 4.0000 291,200.00 4,916.000 19,664.00 14,511.000 58,044.00 089 GRIND EXISTING CONCRETE SQYD 10.0000 149,000.00 11,190.000 111,900.00 (S) PAVEMENT 090 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 282,000.00 15.750 15,750.00 297.750 297,750.00 (TYPE R) 091 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 1,000.0000 389,000.00 -2.430 -2,430.00 396.750 396,750.00 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 364,800.00 4.310 6,896.00 210.370 336,592.00 (F) 093 MINOR CONCRETE (INVERT PAVING) CY 2,800.0000 92,400.00 46.870 131,236.00 094 CLEAN EXPANSION JOINT LF 35.0000 7,840.00 112.000 3,920.00 224.000 7,840.00 095 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 243,000.00 2,509.130 250,913.00 096 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 29,230.00 29,230.000 29,230.00 (F) 097 SNOWPLOW DEFLECTOR EA 220.0000 19,140.00 40.000 8,800.00 90.000 19,800.00 (F) 098 JOINT SEAL (MR 1/2") LF 90.0000 20,250.00 112.000 10,080.00 225.000 20,250.00 (S) 099 JOINT SEAL (MR 1") LF 150.0000 33,600.00 112.000 16,800.00 224.000 33,600.00 (S) 100 FURNISH SIGN STRUCTURE (TRUSS) LB 6.0000 260,808.00 43,468.000 260,808.00 (F) 101 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 42,802.00 42,802.000 42,802.00 (SF) 102 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 11,200.00 666.000 13,320.00 103 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 1,200.00 60.000 1,200.00 PROGRAM CAS145 PAGE 5 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,520.00 58.000 928.00 231.000 3,696.00 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 14,520.00 122.000 2,684.00 626.000 13,772.00 (0.080"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,160.00 46.000 828.00 111.000 1,998.00 (0.063"-FRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 6,000.00 213.000 5,112.00 (0.080"-FRAMED) 108 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 6,000.0000 576,000.00 48.000 288,000.00 (S) (SIGN FOUNDATION) 109 ROADSIDE SIGN - ONE POST EA 350.0000 18,200.00 8.000 2,800.00 49.000 17,150.00 110 ROADSIDE SIGN - TWO POST EA 500.0000 5,500.00 4.000 2,000.00 13.000 6,500.00 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,200.00 4.000 1,200.00 4.000 1,200.00 METHOD) 112 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.0000 1,610.00 337.000 2,359.00 113 18" REINFORCED CONCRETE PIPE LF 104.0000 722,800.00 -1,428.800 -148,595.20 7,015.200 729,580.80 114 24" REINFORCED CONCRETE PIPE LF 145.0000 179,800.00 373.000 54,085.00 1,225.000 177,625.00 115 24" CORRUGATED STEEL PIPE (.109" THICK) LF 217.0000 6,727.00 168.000 36,456.00 116 30" CORRUGATED STEEL PIPE (.109" THICK) LF 515.0000 1,545.00 0.000 0.00 117 18" SLOTTED CORRUGATED STEEL PIPE LF 116.0000 221,560.00 1,099.000 127,484.00 (.168" THICK) 118 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 41.0000 1,246,400.00 31,199.000 1,279,159.00 119 PERMEABLE MATERIAL CY 180.0000 43,200.00 256.000 46,080.00 120 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 49.0000 13,230.00 187.000 9,163.00 (.079" THICK) 121 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 46,000.00 -68.000 -3,400.00 979.000 48,950.00 (.109" THICK) 122 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 56.0000 7,280.00 16.000 896.00 122.000 6,832.00 (.109" THICK) 123 CABLE ANCHORAGE SYSTEM LF 20.0000 39,200.00 31.000 620.00 1,537.000 30,740.00 124 36" TO 24" DENSITY POLYETHYLENE EA 5,500.0000 60,500.00 5.000 27,500.00 ECCENTRIC REDUCER 125 42" TO 30" HIGH DENSITY POLYETHYLENE EA 5,700.0000 85,500.00 10.000 57,000.00 ECCENTRIC REDUCER 126 60" TO 48" HIGH DENSITY POLYETHYLENE EA 10,000.0000 10,000.00 1.000 10,000.00 ECCENTRIC REDUCER 127 36" HIGH DENSITY POLYETHYLENE PLASTIC LF 130.0000 24,700.00 -6.000 -780.00 87.000 11,310.00 PIPE ENERGY DISSIPATOR 128 42" HIGH DENSITY POLYETHYLENE PLASTIC LF 140.0000 37,800.00 192.000 26,880.00 PIPE ENERGY DISSIPATOR 129 60" HIGH DENSITY POLYETHYLENE PLASTIC LF 270.0000 3,240.00 12.000 3,240.00 PIPE ENERGY DISSIPATOR 130 18" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 4.000 4,000.00 PROGRAM CAS145 PAGE 6 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 24" STEEL FLARED END SECTION EA 1,000.0000 27,000.00 3.000 3,000.00 27.000 27,000.00 132 30" STEEL FLARED END SECTION EA 900.0000 18,900.00 3.000 2,700.00 16.000 14,400.00 133 42" STEEL FLARED END SECTION EA 900.0000 3,600.00 4.000 3,600.00 134 54" STEEL FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 135 18" CONCRETE FLARED END SECTION EA 1,400.0000 5,600.00 5.000 7,000.00 136 36" PRECAST CONCRETE PIPE INLET LF 300.0000 33,000.00 86.700 26,010.00 137 24" PRECAST CONCRETE PIPE RISER LF 200.0000 30,000.00 32.900 6,580.00 117.650 23,530.00 138 ROCK SLOPE PROTECTION CY 85.0000 419,050.00 -326.700 -27,769.50 3,769.700 320,424.50 (1/4 TON, METHOD A) 139 ROCK SLOPE PROTECTION CY 108.0000 100,440.00 845.240 91,285.92 (FACING, METHOD B) 140 ROCK SLOPE PROTECTION CY 160.0000 54,400.00 -29.400 -4,704.00 365.500 58,480.00 (FACING, METHOD A) 141 ROCK SLOPE PROTECTION CY 92.0000 35,880.00 158.200 14,554.40 (BACKING NO. 2, METHOD B) 142 ROCK SLOPE PROTECTION CY 99.0000 17,820.00 0.000 0.00 (BACKING NO. 3, METHOD B) 143 CONCRETE (CONCRETED-ROCK SLOPE CY 220.0000 321,200.00 984.500 216,590.00 PROTECTION) 144 CONCRETED-ROCK SLOPE PROTECTION CY 75.0000 276,750.00 3,885.600 291,420.00 (1/4 TON, METHOD A) 145 GABION CY 210.0000 249,900.00 1,006.000 211,260.00 146 GEOMEMBRANE SQYD 22.0000 36,740.00 285.000 6,270.00 147 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 35,100.00 11,518.480 34,555.44 148 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 273,000.00 27.300 8,190.00 1,313.240 393,972.00 CONSTRUCTION) 149 MISCELLANEOUS IRON AND STEEL LB 4.0000 350,532.00 3,888.740 15,554.96 85,727.000 342,908.00 (SF) 150 MISCELLANEOUS METAL LB 12.5000 101,000.00 8,080.000 101,000.00 (SF)(RESTRAINER - CABLE TYPE) 151 CONCRETE BARRIER DELINEATOR (16-INCH) EA 35.0000 805.00 28.000 980.00 152 DELINEATOR (CLASS 2) EA 45.0000 36,000.00 851.000 38,295.00 153 HIGHWAY POST MARKER EA 75.0000 750.00 9.000 675.00 9.000 675.00 154 OBJECT MARKER (TYPE L-1) EA 55.0000 2,090.00 42.000 2,310.00 155 METAL BEAM GUARD RAILING (7' WOOD POST) LF 27.0000 915,300.00 24,202.800 653,475.60 (S) 156 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,800.0000 34,200.00 30.000 54,000.00 (S) 157 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 73,500.00 8.000 28,000.00 (S) PROGRAM CAS145 PAGE 7 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 99,000.00 34.000 102,000.00 (S) 159 CONCRETE BARRIER (TYPE 60C) LF 90.0000 274,500.00 2,244.000 201,960.00 160 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 5,160.00 0.000 0.00 (S) 161 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.2500 761,250.00 24,250.000 127,312.50 155,773.000 817,808.25 (S) (RECESSED) 162 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 8.0000 42,720.00 2,998.000 23,984.00 6,595.000 52,760.00 (S) (RECESSED) 163 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 15.0000 7,350.00 96.000 1,440.00 528.000 7,920.00 (S) (RECESSED, BROKEN 17-7) 164 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.0000 515,000.00 70,576.000 352,880.00 113,439.000 567,195.00 (S) (RECESSED, BROKEN 36-12) 165 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 8.0000 10,560.00 2,358.000 18,864.00 3,788.000 30,304.00 (S) (RECESSED, BROKEN 12-3) 166 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 15.0000 8,700.00 543.000 8,145.00 (S) 167 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 168 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 169 TEMPORARY LIGHTING FACILITIES LS 320,000.0000 320,000.00 1.000 320,000.00 (S) 170 MODIFY TRAFFIC MONITORING STATION LS 19,000.0000 19,000.00 0.050 950.00 1.000 19,000.00 (S) 171 MODIFY ROADSIDE WEATHER INFORMATION LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000.00 (S) 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 173 REPLACE CONCRETE PAVEMENT CY 240.0000 388,800.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 174 TIE BAR (DRILL AND BOND) EA 10.0000 12,700.00 12,857.000 128,570.00 175 TRANSITION RAILING (TYPE WB) EA 4,500.0000 36,000.00 21.000 94,500.00 (S) PROGRAM CAS145 PAGE 8 DATE 01/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6334 TIME 08:42 AM ESTIMATE NO. 29 BID OPENING 07/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 01/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,123,386.91 48,446,230.16 ADJUSTMENT OF COMPENSATION 21,378.31 1,779,413.47 EXTRA WORK 131,304.36 4,136,885.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,276,069.58 54,362,529.35 176 MOBILIZATION LS 644,000.0000 5,644,000.00 1.000 5,644,000.00 ORIGINAL CONTRACT AMOUNT 56,439,429.00 TOTAL WORK COMPLETED 1,276,069.58 60,006,529.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -46,057.10 TOTAL 1,271,069.58 59,960,472.25 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 176 MOBILIZATION 5,643,942.90 5,644,000.00 57.10 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 08/15/08 580 10/09/08 11/10/08 03/23/12 297 496 11 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CLARK, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/12