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 08/11/11 EST. NO.43 TIME 08:26 AM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- 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 0395 1,713.90 E.W. @ F.A.(+) 062411 N 296772 0396 181.93 011911 N 296792 0397 242.57 011811 N 296791 0398 1,682.72 062111 N 296 0 0400 186.64 071609 N 296802 0401 247.66 070811 N 296807 014 0028 257.52 E.W. @ F.A.(+) 102110 N 296794 042 0030 428.45 E.W. @ F.A.(+) 062711 N 296780 0031 708.03 062811 N 296783 0032 982.36 063011 N 296785 0033 1,021.99 070111 N 296787 0034 2,295.19 071311 N 296790 0035 1,751.67 071411 N 296808 046 0006 318.16 E.W. @ F.A.(+) 062711 N 296779 0007 172.12 062811 N 296781 047 0007 0.83 A.C. @ L.S.(+) 072711 N 0007 0 057 0025 3,413.49 E.W. @ F.A.(+) 060911 N 296747 0026 2,406.33 061011 N 296764 060 0005 275.81 E.W. @ F.A.(+) 060210 N 296798 072 0005 6,153.15 E.W. @ U.P (+) 072611 N 0005 0 075 0001 5,100.00 E.W. @ L.S.(+) 072711 N 0001 0 076 0003 688.46 E.W. @ F.A.(+) 062811 N 296782 082 0007 14,135.39 E.W. @ F.A.(+) 041111 N 296693 0022 13,648.71 041811 N 296767 0023 48,162.78 041811 N 296768 0024 13,729.11 041911 N 296769 0025 62,977.35 042111 N 296770 0026 55,199.71 042211 N 296771 0027 2,691.91 060911 N 296773 0028 371.31 062211 N 296778 0029 2,036.93 051311 N 296788 0030 224.30 042211 N 296803 0031 74.77 041911 N 296804 084 0015 1,406.04 E.W. @ F.A.(+) 042511 N 296723 0016 169.70 060111 N 296744 0018 943.03 042611 N 296765 0019 8,081.12 042611 N 296766 0020 484.32 030311 N 296789 0021 1,031.75 052311 N 296796 0022 134.95 052011 N 296797 085 0002 29,970.00 E.W. @ L.S.(+) 072711 N 0002 0 087 0004 41,731.25 E.W. @ L.S.(+) 072711 N 0004 0 089 0013 244.20 E.W. @ F.A.(+) 063011 N 296784 090 0001 1,193.85 E.W. @ F.A.(+) 061611 N 296774 0002 1,587.79 061711 N 296775 0003 1,038.86 062011 N 296776 0004 228.84 062111 N 296777 0005 1,057.59 063011 N 296786 0006 298.94 062211 N 296795 0008 192.59 070611 N 296806 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 08/11/11 EST. NO.43 TIME 08:26 AM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 333,276.07 TOTAL THIS ESTIMATE 3,068,902.71 TOTAL PREVIOUS ESTIMATE 3,402,178.78 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 08/11/11 EST. NO.43 TIME 08:26 AM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CL2AB TEST FAILURE -2,400.00 14 CL2AB TEST FAILURE -1,200.00 31 RE-STAKING CHARGES -710.00 31 MISS CEM-4401 -10,000.00 42 MISS CEM-2402F -10,000.00 42 RECD CEM 4401 10,000.00 43 RECD CEM 2402F 10,000.00 43 20,000.00 -4,310.00 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 05 MISS PYRLS -10,000.00 06 REL EST #5 10,000.00 06 REL EST #6 10,000.00 07 LC VIOLATION -10,000.00 11 REL EST #11 10,000.00 18 MISS PAYROLLS -1,000.00 30 RECD PAYROLLS #30 1,000.00 31 MISS PAYROLLS -3,500.00 34 MISS PAYROLLS -1,000.00 36 RECD PAYROLLS EST 34 3,500.00 36 RECD PAYROLLS EST 36 1,000.00 38 MISS PAYROLLS -10,000.00 42 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -6,125.00 02 OVERBID ITEM NO. 001 -6,125.00 12 OVERBID ITEM NO. 001 -6,125.00 21 OVERBID ITEM NO. 001 18,375.00 42 OVERBID ITEM NO. 048 -21,000.00 01 OVERBID ITEM NO. 048 -42,000.00 02 OVERBID ITEM NO. 048 -7,000.00 03 OVERBID ITEM NO. 048 -35,000.00 04 OVERBID ITEM NO. 048 -14,000.00 12 OVERBID ITEM NO. 048 -2,800.00 14 OVERBID ITEM NO. 048 -2,800.00 26 OVERBID ITEM NO. 048 -15,400.00 31 OVERBID ITEM NO. 048 140,000.00 42 OVERBID ITEM NO. 051 -1,000.00 02 OVERBID ITEM NO. 051 1,000.00 42 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -14,310.00 PROGRAM CAS145 PAGE 1 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 LOCATION SEMI-FINAL ESTIMATE 05-SLO-46-32.2/37.2 ------------------- PAPACH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN AND P O BOX 2210 NEAR PASO ROBLES FROM AIRPORT ROAD PISMO BEACH CA 93448 TO GENESEO ROAD FED. AID NO. HPLU-6205(10) ,HP21-6205(12) ,L-6205(12) CONVERT 2-LANE HWY TO 4 LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 29,500.0000 29,500.00 1.000 29,500.00 002 TIME-RELATED OVERHEAD WDAY 400.0000 216,000.00 619.000 247,600.00 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,700.00 2,394.200 23,942.00 (S) 004 TEMPORARY FRAME AND GRATE EA 650.0000 12,350.00 0.000 0.00 005 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 1.000 23,000.00 006 PREPARE STORM WATER POLLUTION LS 4,350.0000 4,350.00 1.000 4,350.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 11.0000 123,200.00 4,852.500 53,377.50 (S) 008 TEMPORARY SILT FENCE M 5.2500 79,800.00 4,363.800 22,909.95 (S) 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 6.000 7,500.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 10.000 6,800.00 011 TEMPORARY CHECK DAM M 14.0000 46,900.00 1,580.520 22,127.28 (S) 012 MOVE-IN/MOVE-OUT EA 550.0000 4,950.00 7.000 3,850.00 (S) (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 7,254.00 25.000 2,325.00 (S) 014 TEMPORARY HYDRAULIC MULCH M2 0.9000 116,100.00 119,105.000 107,194.50 (S) (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 11,000.0000 11,000.00 1.000 11,000.00 016 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 1.000 9,500.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 018 TYPE III BARRICADE EA 55.0000 1,540.00 49.000 2,695.00 (S) 019 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 436.000 7,848.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 1.000 22,000.00 (S) 021 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 1,885.400 52,791.20 022 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 126.000 25,200.00 (S) PROGRAM CAS145 PAGE 2 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 4,500.0000 148,500.00 25.000 112,500.00 024 REMOVE FENCE M 6.0000 52,380.00 8,377.200 50,263.20 025 REMOVE MARKER EA 250.0000 5,250.00 21.000 5,250.00 026 REMOVE FLARED END SECTION EA 1,000.0000 12,000.00 13.000 13,000.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,000.00 412.000 2,472.00 (S) STRIPE 028 REMOVE PAINTED TRAFFIC STRIPE M 2.7500 5,115.00 1,232.000 3,388.00 (S) 029 REMOVE PAVEMENT MARKING M2 65.0000 780.00 24.780 1,610.70 (S) 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 6,650.00 0.000 0.00 (S) 031 REMOVE PAVEMENT MARKER EA 2.0000 1,060.00 6,860.000 13,720.00 (S) 032 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 11.000 1,100.00 033 REMOVE CULVERT M 40.0000 14,000.00 524.800 20,992.00 034 REMOVE SLOTTED CORRUGATED STEEL PIPE M 45.0000 6,300.00 134.200 6,039.00 035 REMOVE INLET EA 1,500.0000 9,000.00 7.000 10,500.00 036 REMOVE HEADWALL EA 1,000.0000 17,000.00 15.000 15,000.00 037 REMOVE DELINEATOR EA 10.0000 510.00 51.000 510.00 038 RECONSTRUCT FENCE M 30.0000 10,800.00 0.000 0.00 (S) 039 RECONSTRUCT METAL BEAM GUARD RAILING M 67.0000 112,560.00 1,587.000 106,329.00 (S) 040 RESET MILEPOST MARKER EA 22.0000 176.00 8.000 176.00 8.000 176.00 041 RESET ROADSIDE SIGN EA 300.0000 600.00 1.000 300.00 042 RELOCATE ROADSIDE SIGN EA 300.0000 11,700.00 36.000 10,800.00 043 ADJUST INLET EA 1,500.0000 1,500.00 2.000 3,000.00 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 42,125.00 22,342.300 27,927.88 (S) 045 REMOVE CONCRETE M3 56.0000 6,720.00 21.960 1,229.76 046 REMOVE CONCRETE (STRUCTURE) M3 320.0000 48,000.00 156.920 50,214.40 047 CAP INLET EA 1,500.0000 7,500.00 1.000 1,500.00 1.000 1,500.00 048 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 1.000 180,000.00 049 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION M3 11.7500 3,125,500.00 264,082.200 3,102,965.85 051 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 052 GEOSYNTHETIC REINFORCED EMBANKMENT M2 0.7000 23,170.00 32,261.500 22,583.05 053 GEOSYNTHETIC SEPARATOR M2 1.5000 6,345.00 4,129.000 6,193.50 054 STRUCTURE EXCAVATION (CRIB WALL) M3 28.0000 15,680.00 560.000 15,680.00 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 23.0000 26,450.00 1,150.000 26,450.00 056 STRUCTURE BACKFILL (SLURRY CEMENT) M3 130.0000 53,300.00 296.210 38,507.30 057 STRUCTURE BACKFILL (CRIB WALL) M3 25.5000 26,520.00 1,040.000 26,520.00 058 STRUCTURE BACKFILL (RETAINING WALL) M3 51.5000 56,135.00 1,083.190 55,784.29 059 PERVIOUS BACKFILL MATERIAL (RETAINING M3 82.0000 6,560.00 82.060 6,728.92 WALL) 060 SAND BACKFILL M3 20.0000 7,000.00 270.570 5,411.40 061 DITCH EXCAVATION M3 47.5000 7,600.00 150.500 7,148.75 062 HIGHWAY PLANTING LS 15,500.0000 15,500.00 1.000 15,500.00 (S) 063 STRAW (EROSION CONTROL) TONN 500.0000 10,000.00 11.120 5,560.00 (S) 064 PURE LIVE SEED (DRILL SEED) KG 70.0000 21,000.00 358.750 25,112.50 (S) (EROSION CONTROL) 065 EROSION CONTROL (SOD STRIPS) M 70.0000 18,900.00 278.000 19,460.00 (S) 066 FIBER (EROSION CONTROL) KG 1.0000 76,400.00 69,880.540 69,880.54 (S) 067 FIBER ROLLS M 10.0000 72,200.00 9,692.500 96,925.00 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 8,100.00 6.000 2,700.00 (S) 069 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG 78.0000 99,840.00 1,170.170 91,273.26 (S) 070 PURE LIVE SEED (TYPE 2)(EROSION CONTROL) KG 210.0000 6,090.00 30.180 6,337.80 (S) 071 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,170.00 4,107.530 12,322.59 (S) 072 JUTE MESH M2 2.4000 167,760.00 46,120.690 110,689.66 (S) 073 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 074 ESTABLISH EROSION CONTROL LS 5,500.0000 5,500.00 1.000 5,500.00 (S) 075 FINISHING ROADWAY LS 17,000.0000 17,000.00 1.000 17,000.00 076 CLASS 4 AGGREGATE SUBBASE M3 34.4000 2,370,160.00 61,669.800 2,121,441.12 PROGRAM CAS145 PAGE 4 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE M3 51.5000 2,008,500.00 59,392.480 3,058,712.72 078 ASPHALT TREATED PERMEABLE BASE M3 155.0000 1,922,000.00 0.000 0.00 079 SEAL RANDOM CRACKS LNKM 2,100.0000 25,200.00 8.800 18,480.00 (S) 080 ASPHALT CONCRETE TONN 85.8900 11,337,480.00 138,262.840 11,875,395.33 081 PAVING ASPHALT (BINDER-PAVEMENT TONN 670.0000 32,160.00 31.880 21,359.60 REINFORCING FABRIC) 082 PAVEMENT REINFORCING FABRIC M2 2.5000 149,000.00 36,658.000 91,645.00 083 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.5000 46,665.00 774.420 19,747.71 AREA) 084 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,600.00 369.300 1,846.50 085 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 253.0000 24,794.00 71.000 17,963.00 086 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.5000 90,750.00 10,909.100 81,818.25 087 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 17,640.00 2,828.800 19,801.60 088 SHOULDER RUMBLE STRIP STA 180.0000 30,600.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 089 SHOULDER RUMBLE STRIP STA 125.0000 11,250.00 237.180 29,647.50 (AC, GROUND-IN INDENTATIONS) 090 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 173,400.00 234.200 199,070.00 091 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 261,300.00 402.000 261,300.00 (F) 092 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 630,750.00 841.000 630,750.00 (F) 093 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 247.740 470,706.00 (F) 094 MINOR CONCRETE (BACKFILL) M3 875.0000 105,000.00 91.770 80,298.75 095 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 880.0000 32,560.00 31.000 27,280.00 (F) 096 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 1,000.0000 151,000.00 154.000 154,000.00 (F) 097 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 56,686.00 28,343.000 56,686.00 (SF) 098 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 214,984.00 107,492.000 214,984.00 (SF) 099 DEER GUARD EA 82,000.0000 574,000.00 7.000 574,000.00 100 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,860.00 21.900 2,847.00 (1.6 MM-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 8,250.00 55.250 8,287.50 (2.0 MM-UNFRAMED) 102 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 84.000 25,200.00 103 300 MM ALTERNATIVE PIPE CULVERT M 600.0000 18,000.00 20.140 12,084.00 PROGRAM CAS145 PAGE 5 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 450 MM ALTERNATIVE PIPE CULVERT M 335.0000 415,400.00 636.400 213,194.00 105 600 MM ALTERNATIVE PIPE CULVERT M 350.0000 983,500.00 2,941.780 1,029,623.00 106 750 MM ALTERNATIVE PIPE CULVERT M 675.0000 12,825.00 23.500 15,862.50 107 900 MM ALTERNATIVE PIPE CULVERT M 580.0000 87,000.00 139.300 80,794.00 108 250 MM PLASTIC PIPE M 200.0000 70,000.00 181.500 36,300.00 109 600 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 170.240 76,608.00 110 750 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 151.400 87,055.00 111 900 MM REINFORCED CONCRETE PIPE M 675.0000 18,900.00 31.750 21,431.25 112 1350 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 151.800 87,285.00 113 1650 MM REINFORCED CONCRETE PIPE M 900.0000 38,700.00 41.140 37,026.00 114 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 88,200.00 60.000 84,000.00 (CLASS II) 115 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,850.0000 133,200.00 71.500 132,275.00 (CLASS IV) 116 JACKED 1350 MM REINFORCED CONCRETE PIPE M 2,500.0000 220,000.00 29.300 73,250.00 (CLASS IV) 117 JACKED 1650 MM REINFORCED CONCRETE PIPE M 3,300.0000 145,200.00 0.000 0.00 (CLASS IV) 118 80 MM PLASTIC PIPE (EDGE DRAIN) M 10.0000 103,000.00 0.000 0.00 119 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 26.5000 18,815.00 0.000 0.00 120 PULL BOX (EDGE DRAIN) EA 450.0000 28,800.00 0.000 0.00 121 FURNISH AND INSTALL DRAIN PIPE M 15.5000 3,875.00 250.000 3,875.00 (HORIZONTAL DRAIN) 122 DRILL HOLE (HORIZONTAL DRAIN) M 50.0000 12,000.00 240.000 12,000.00 123 200 MM COLLECTOR SYSTEM M 35.0000 2,870.00 82.000 2,870.00 (HORIZONTAL DRAIN) 124 300 MM ENTRANCE TAPER EA 2,000.0000 8,000.00 2.000 4,000.00 125 450 MM ENTRANCE TAPER EA 2,000.0000 12,000.00 5.000 10,000.00 126 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 2,500.00 1.000 2,500.00 127 300 MM ANCHOR ASSEMBLY EA 750.0000 750.00 1.000 750.00 128 450 MM ANCHOR ASSEMBLY EA 300.0000 2,400.00 14.000 4,200.00 129 600 MM ANCHOR ASSEMBLY EA 300.0000 5,400.00 9.000 2,700.00 130 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 3,200.00 7.000 1,400.00 PROGRAM CAS145 PAGE 6 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 11,800.00 85.300 17,060.00 132 600 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 41,600.00 259.800 41,568.00 133 900 MM CORRUGATED STEEL PIPE INLET M 1,300.0000 26,000.00 19.580 25,454.00 (3.51 MM THICK) 134 300 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400.00 135 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 18,000.00 9.000 18,000.00 136 600 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 73,100.00 44.000 74,800.00 137 900 MM ALTERNATIVE FLARED END SECTION EA 3,500.0000 10,500.00 3.000 10,500.00 138 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 150,000.00 815.400 163,080.00 139 ROCK SLOPE PROTECTION M3 176.0000 204,160.00 1,365.240 240,282.24 (BACKING NO. 2, METHOD B) 140 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 1,204.300 180,645.00 141 CONCRETE (SLOPE PROTECTION) M3 650.0000 28,600.00 43.580 28,327.00 142 CONCRETE (DITCH LINING) M3 600.0000 168,000.00 376.080 225,648.00 143 CONCRETE (CONCRETE APRON) M3 750.0000 9,750.00 13.250 9,937.50 144 ROCK SLOPE PROTECTION FABRIC M2 1.1800 5,463.40 5,529.970 6,525.36 145 MINOR CONCRETE (MAIL BOX PAD) M2 350.0000 2,800.00 7.920 2,772.00 146 MINOR CONCRETE (GUTTER) M3 1,300.0000 11,700.00 9.090 11,817.00 147 MISCELLANEOUS IRON AND STEEL KG 3.5000 73,748.50 20,087.000 70,304.50 (SF) 148 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.0000 97,680.00 8,034.400 96,412.80 (S) 149 FENCE (TYPE WM, MODIFIED) M 23.0000 179,630.00 8,967.800 206,259.40 (S) 150 CHAIN LINK FENCE (TYPE CL-2.1) M 53.0000 76,850.00 990.400 52,491.20 (S) 151 1.8 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,000.0000 8,000.00 9.000 9,000.00 (S) 152 4.9 M CHAIN LINK GATE (TYPE CL-2.1) EA 500.0000 9,500.00 40.000 20,000.00 (S) 153 SURVEY MONUMENT EA 350.0000 10,150.00 29.000 10,150.00 154 DELINEATOR (CLASS 1) EA 32.0000 2,400.00 108.000 3,456.00 155 GUARD RAILING DELINEATOR EA 16.0000 1,760.00 115.000 1,840.00 156 OBJECT MARKER EA 41.0000 2,501.00 81.000 3,321.00 157 METAL BEAM GUARD RAILING (STEEL POST) M 75.0000 121,500.00 2,093.900 157,042.50 (S) PROGRAM CAS145 PAGE 7 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 VEGETATION CONTROL (MINOR CONCRETE) M2 50.0000 161,500.00 4,383.200 219,160.00 159 CABLE RAILING M 3.0000 480.00 155.800 467.40 160 TRANSITION RAILING (TYPE WB) EA 3,200.0000 22,400.00 7.000 22,400.00 (S) 161 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 13,000.00 15.000 15,000.00 (S) 162 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 34,500.00 22.000 33,000.00 (S) 163 CONCRETE BARRIER (TYPE 732A) M 275.0000 9,625.00 34.190 9,402.25 164 CONCRETE BARRIER (TYPE 732B) M 275.0000 24,200.00 87.800 24,145.00 165 THERMOPLASTIC PAVEMENT MARKING M2 23.0000 17,020.00 752.300 17,302.90 (S) 166 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 30,600.00 59,260.000 29,630.00 (S) (SPRAYABLE) 167 PAINT TRAFFIC STRIPE (2-COAT) M 0.3800 15,238.00 32,764.000 12,450.32 (S) 168 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 7,600.00 203.540 7,734.52 (S) 169 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,160.00 5,092.000 7,638.00 (S) 170 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 26,285.00 7,220.000 25,270.00 (S) 171 TRAFFIC MONITORING STATION LS 36,000.0000 36,000.00 1.000 36,000.00 (S) 172 MODIFY LIGHTING LS 53,000.0000 53,000.00 1.000 53,000.00 (S) PROGRAM CAS145 PAGE 8 DATE 08/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 08:26 AM ESTIMATE NO. 43 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 08/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,676.00 29,461,111.00 ADJUSTMENT OF COMPENSATION 0.83 404,145.03 EXTRA WORK 333,275.24 2,998,033.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 334,952.07 32,863,289.78 173 MOBILIZATION LS 20,000.0000 20,000.00 1.000 20,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 334,952.07 32,883,289.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -14,310.00 TOTAL 354,952.07 32,868,979.78 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 5,000.00 29,500.00 24,500.00 048 CLEARING AND GRUBBING 40,000.00 180,000.00 140,000.00 051 LEAD COMPLIANCE PLAN 2,000.00 4,000.00 2,000.00 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/08/08 540 04/03/08 04/03/08 07/14/11 618 201 79 0 100% 100% RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 DATE 08/11/11