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 10/23/08 EST. NO.09 TIME 01:57 PM 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 0035 142.42 E.W. @ F.A.(+) 081208 N 296100 0044 62.89 090308 N 296127 0045 62.89 090408 N 296128 0046 62.89 090508 N 296129 0047 62.89 090808 N 296130 0048 62.89 090908 N 296131 0049 62.89 091008 N 296132 0050 62.89 091108 N 296133 0051 62.89 091208 N 296134 0052 67.04 091208 N 296135 0053 129.92 091508 N 296136 0054 259.84 091608 N 296138 0055 152.49 091608 N 296137 0056 162.41 091708 N 296139 0057 82.75 091708 N 296141 0058 113.69 091808 N 296143 0059 81.21 091908 N 296144 0060 71.22 092408 N 296145 0061 1,045.33 092408 N 296146 0062 1,037.31 092508 N 296147 0063 289.77 092608 N 296148 0064 83.80 092908 N 296150 0065 387.65 090308 N 296126 003 0023 334.40 E.W. @ F.A.(+) 091808 N 296142 010 0001 3,058.40 A.C. @ U.P.(+) 083108 N 296124 014 0006 573.10 E.W. @ F.A.(+) 091708 N 296140 015 0004 31.44 E.W. @ F.A.(+) 070808 N 296149 016 0010 2,904.37 E.W. @ F.A.(+) 080608 N 296096 0011 4,409.38 080708 N 296097 0012 4,597.74 080808 N 296098 0013 4,455.03 081108 N 296099 0014 4,256.71 081208 N 296101 017 0001 119,000.00 E.W. @ L.S.(+) 100308 N 001 0 018 0006 476.86 E.W. @ F.A.(+) 100208 N 296152 148,707.40 TOTAL THIS ESTIMATE 175,154.94 TOTAL PREVIOUS ESTIMATE 323,862.34 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 10/23/08 EST. NO.09 TIME 01:57 PM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 001 -6,125.00 02 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. 051 -1,000.00 02 0.00 -112,125.00 TOTAL DEDUCTIONS 0.00 -112,125.00 PROGRAM CAS145 PAGE 1 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 LOCATION RERUN PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 29,500.0000 29,500.00 0.250 7,375.00 02 TIME-RELATED OVERHEAD WDAY 400.0000 216,000.00 21.000 8,400.00 140.000 56,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,700.00 972.000 9,720.00 S) 04 TEMPORARY FRAME AND GRATE EA 650.0000 12,350.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 0.040 920.00 0.260 5,980.00 06 PREPARE STORM WATER POLLUTION LS 4,350.0000 4,350.00 0.510 2,218.50 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 123,200.00 1,285.000 14,135.00 1,336.000 14,696.00 S) 08 TEMPORARY SILT FENCE M 5.2500 79,800.00 3,023.000 15,870.75 3,860.500 20,267.63 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 2.000 2,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 2.000 1,360.00 7.000 4,760.00 11 TEMPORARY CHECK DAM M 14.0000 46,900.00 18.000 252.00 23.000 322.00 S) 12 MOVE-IN/MOVE-OUT EA 550.0000 4,950.00 1.000 550.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 7,254.00 6.000 558.00 6.000 558.00 S) 14 TEMPORARY HYDRAULIC MULCH M2 0.9000 116,100.00 48,590.000 43,731.00 50,090.000 45,081.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 11,000.0000 11,000.00 0.040 440.00 0.260 2,860.00 16 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.760 7,220.00 S) 17 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.040 1,200.00 0.260 7,800.00 S) 18 TYPE III BARRICADE EA 55.0000 1,540.00 0.000 0.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 235.000 4,230.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.040 880.00 0.260 5,720.00 S) 21 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 67.100 1,878.80 1,531.000 42,868.00 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 98.000 19,600.00 S) PROGRAM CAS145 PAGE 2 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 4,500.0000 148,500.00 11.000 49,500.00 24 REMOVE FENCE M 6.0000 52,380.00 4,855.000 29,130.00 25 REMOVE MARKER EA 250.0000 5,250.00 1.000 250.00 26 REMOVE FLARED END SECTION EA 1,000.0000 12,000.00 12.000 12,000.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,000.00 0.000 0.00 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 2.7500 5,115.00 594.000 1,633.50 S) 29 REMOVE PAVEMENT MARKING M2 65.0000 780.00 17.820 1,158.30 S) 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 6,650.00 0.000 0.00 S) 31 REMOVE PAVEMENT MARKER EA 2.0000 1,060.00 0.000 0.00 S) 32 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 4.000 400.00 33 REMOVE CULVERT M 40.0000 14,000.00 14.400 576.00 34 REMOVE SLOTTED CORRUGATED STEEL PIPE M 45.0000 6,300.00 0.000 0.00 35 REMOVE INLET EA 1,500.0000 9,000.00 4.000 6,000.00 36 REMOVE HEADWALL EA 1,000.0000 17,000.00 13.000 13,000.00 37 REMOVE DELINEATOR EA 10.0000 510.00 0.000 0.00 38 RECONSTRUCT FENCE M 30.0000 10,800.00 0.000 0.00 S) 39 RECONSTRUCT METAL BEAM GUARD RAILING M 67.0000 112,560.00 0.000 0.00 S) 40 RESET MILEPOST MARKER EA 22.0000 176.00 0.000 0.00 41 RESET ROADSIDE SIGN EA 300.0000 600.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN EA 300.0000 11,700.00 0.000 0.00 43 ADJUST INLET EA 1,500.0000 1,500.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 42,125.00 0.000 0.00 S) 45 REMOVE CONCRETE M3 56.0000 6,720.00 21.960 1,229.76 46 REMOVE CONCRETE (STRUCTURE) M3 320.0000 48,000.00 28.520 9,126.40 47 CAP INLET EA 1,500.0000 7,500.00 0.000 0.00 48 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.750 135,000.00 49 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 11.7500 3,125,500.00 13,787.000 161,997.25 148,088.000 1,740,034.00 51 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.500 2,000.00 52 GEOSYNTHETIC REINFORCED EMBANKMENT M2 0.7000 23,170.00 14,970.600 10,479.42 53 GEOSYNTHETIC SEPARATOR M2 1.5000 6,345.00 0.000 0.00 54 STRUCTURE EXCAVATION (CRIB WALL) M3 28.0000 15,680.00 0.000 0.00 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 23.0000 26,450.00 0.000 0.00 56 STRUCTURE BACKFILL (SLURRY CEMENT) M3 130.0000 53,300.00 0.000 0.00 57 STRUCTURE BACKFILL (CRIB WALL) M3 25.5000 26,520.00 0.000 0.00 58 STRUCTURE BACKFILL (RETAINING WALL) M3 51.5000 56,135.00 0.000 0.00 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 82.0000 6,560.00 0.000 0.00 WALL) 60 SAND BACKFILL M3 20.0000 7,000.00 90.700 1,814.00 61 DITCH EXCAVATION M3 47.5000 7,600.00 0.000 0.00 62 HIGHWAY PLANTING LS 15,500.0000 15,500.00 0.900 13,950.00 S) 63 STRAW (EROSION CONTROL) TONN 500.0000 10,000.00 5.600 2,800.00 5.600 2,800.00 S) 64 PURE LIVE SEED (DRILL SEED) KG 70.0000 21,000.00 0.000 0.00 S) (EROSION CONTROL) 65 EROSION CONTROL (SOD STRIPS) M 70.0000 18,900.00 0.000 0.00 S) 66 FIBER (EROSION CONTROL) KG 1.0000 76,400.00 8,400.000 8,400.00 16,323.000 16,323.00 S) 67 FIBER ROLLS M 10.0000 72,200.00 1,480.000 14,800.00 3,548.000 35,480.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 8,100.00 1.000 450.00 2.000 900.00 S) 69 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG 78.0000 99,840.00 192.500 15,015.00 326.050 25,431.90 S) 70 PURE LIVE SEED (TYPE 2)(EROSION CONTROL) KG 210.0000 6,090.00 1.800 378.00 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,170.00 458.500 1,375.50 491.500 1,474.50 S) 72 JUTE MESH M2 2.4000 167,760.00 2,804.000 6,729.60 17,806.000 42,734.40 S) 73 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.080 800.00 0.290 2,900.00 S) 74 ESTABLISH EROSION CONTROL LS 5,500.0000 5,500.00 0.000 0.00 S) 75 FINISHING ROADWAY LS 17,000.0000 17,000.00 0.000 0.00 76 CLASS 4 AGGREGATE SUBBASE M3 34.4000 2,370,160.00 2,408.000 82,835.20 10,672.000 367,116.80 PROGRAM CAS145 PAGE 4 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 51.5000 2,008,500.00 563.700 29,030.55 1,099.700 56,634.55 78 ASPHALT TREATED PERMEABLE BASE M3 155.0000 1,922,000.00 0.000 0.00 79 SEAL RANDOM CRACKS LNKM 2,100.0000 25,200.00 0.000 0.00 S) 80 ASPHALT CONCRETE TONN 85.8900 11,337,480.00 0.000 0.00 81 PAVING ASPHALT (BINDER-PAVEMENT TONN 670.0000 32,160.00 0.000 0.00 REINFORCING FABRIC) 82 PAVEMENT REINFORCING FABRIC M2 2.5000 149,000.00 0.000 0.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.5000 46,665.00 0.000 0.00 AREA) 84 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,600.00 0.000 0.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 253.0000 24,794.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.5000 90,750.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 17,640.00 0.000 0.00 88 SHOULDER RUMBLE STRIP STA 180.0000 30,600.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 89 SHOULDER RUMBLE STRIP STA 125.0000 11,250.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 173,400.00 0.000 0.00 91 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 261,300.00 57.630 37,459.50 57.630 37,459.50 F) 92 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 630,750.00 3.500 2,625.00 406.780 305,085.00 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 10.650 20,235.00 37.680 71,592.00 F) 94 MINOR CONCRETE (BACKFILL) M3 875.0000 105,000.00 35.990 31,491.25 95 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 880.0000 32,560.00 0.000 0.00 F) 96 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 1,000.0000 151,000.00 0.000 0.00 F) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 56,686.00 4,905.000 9,810.00 4,905.000 9,810.00 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 214,984.00 1,517.000 3,034.00 60,168.900 120,337.80 SF) 99 DEER GUARD EA 82,000.0000 574,000.00 0.000 0.00 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,860.00 0.000 0.00 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 8,250.00 0.000 0.00 (2.0 MM-UNFRAMED) 02 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 0.000 0.00 03 300 MM ALTERNATIVE PIPE CULVERT M 600.0000 18,000.00 14.040 8,424.00 PROGRAM CAS145 PAGE 5 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 335.0000 415,400.00 1.300 435.50 284.800 95,408.00 05 600 MM ALTERNATIVE PIPE CULVERT M 350.0000 983,500.00 247.100 86,485.00 611.400 213,990.00 06 750 MM ALTERNATIVE PIPE CULVERT M 675.0000 12,825.00 0.000 0.00 07 900 MM ALTERNATIVE PIPE CULVERT M 580.0000 87,000.00 49.700 28,826.00 08 250 MM PLASTIC PIPE M 200.0000 70,000.00 0.000 0.00 09 600 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 31.740 14,283.00 155.740 70,083.00 10 750 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 123.800 71,185.00 11 900 MM REINFORCED CONCRETE PIPE M 675.0000 18,900.00 0.000 0.00 12 1350 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 122.100 70,207.50 13 1650 MM REINFORCED CONCRETE PIPE M 900.0000 38,700.00 32.940 29,646.00 14 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 88,200.00 60.000 84,000.00 (CLASS II) 15 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,850.0000 133,200.00 31.100 57,535.00 (CLASS IV) 16 JACKED 1350 MM REINFORCED CONCRETE PIPE M 2,500.0000 220,000.00 29.300 73,250.00 (CLASS IV) 17 JACKED 1650 MM REINFORCED CONCRETE PIPE M 3,300.0000 145,200.00 0.000 0.00 (CLASS IV) 18 80 MM PLASTIC PIPE (EDGE DRAIN) M 10.0000 103,000.00 0.000 0.00 19 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 26.5000 18,815.00 0.000 0.00 20 PULL BOX (EDGE DRAIN) EA 450.0000 28,800.00 0.000 0.00 21 FURNISH AND INSTALL DRAIN PIPE M 15.5000 3,875.00 250.000 3,875.00 (HORIZONTAL DRAIN) 22 DRILL HOLE (HORIZONTAL DRAIN) M 50.0000 12,000.00 240.000 12,000.00 23 200 MM COLLECTOR SYSTEM M 35.0000 2,870.00 82.000 2,870.00 (HORIZONTAL DRAIN) 24 300 MM ENTRANCE TAPER EA 2,000.0000 8,000.00 0.000 0.00 25 450 MM ENTRANCE TAPER EA 2,000.0000 12,000.00 0.000 0.00 26 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 2,500.00 0.000 0.00 27 300 MM ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 28 450 MM ANCHOR ASSEMBLY EA 300.0000 2,400.00 0.000 0.00 29 600 MM ANCHOR ASSEMBLY EA 300.0000 5,400.00 0.000 0.00 30 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 11,800.00 0.000 0.00 32 600 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 41,600.00 0.000 0.00 33 900 MM CORRUGATED STEEL PIPE INLET M 1,300.0000 26,000.00 1.700 2,210.00 10.720 13,936.00 (3.51 MM THICK) 34 300 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 0.000 0.00 35 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 18,000.00 4.000 8,000.00 4.000 8,000.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 73,100.00 2.000 3,400.00 2.000 3,400.00 37 900 MM ALTERNATIVE FLARED END SECTION EA 3,500.0000 10,500.00 1.000 3,500.00 38 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 150,000.00 78.300 15,660.00 92.600 18,520.00 39 ROCK SLOPE PROTECTION M3 176.0000 204,160.00 60.300 10,612.80 191.800 33,756.80 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 390.300 58,545.00 41 CONCRETE (SLOPE PROTECTION) M3 650.0000 28,600.00 0.000 0.00 42 CONCRETE (DITCH LINING) M3 600.0000 168,000.00 0.000 0.00 43 CONCRETE (CONCRETE APRON) M3 750.0000 9,750.00 0.000 0.00 44 ROCK SLOPE PROTECTION FABRIC M2 1.1800 5,463.40 370.100 436.72 937.500 1,106.25 45 MINOR CONCRETE (MAIL BOX PAD) M2 350.0000 2,800.00 0.000 0.00 46 MINOR CONCRETE (GUTTER) M3 1,300.0000 11,700.00 0.000 0.00 47 MISCELLANEOUS IRON AND STEEL KG 3.5000 73,748.50 215.000 752.50 215.000 752.50 SF) 48 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.0000 97,680.00 2,667.000 32,004.00 S) 49 FENCE (TYPE WM, MODIFIED) M 23.0000 179,630.00 720.000 16,560.00 S) 50 CHAIN LINK FENCE (TYPE CL-2.1) M 53.0000 76,850.00 0.000 0.00 S) 51 1.8 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,000.0000 8,000.00 0.000 0.00 S) 52 4.9 M CHAIN LINK GATE (TYPE CL-2.1) EA 500.0000 9,500.00 0.000 0.00 S) 53 SURVEY MONUMENT EA 350.0000 10,150.00 0.000 0.00 54 DELINEATOR (CLASS 1) EA 32.0000 2,400.00 0.000 0.00 55 GUARD RAILING DELINEATOR EA 16.0000 1,760.00 0.000 0.00 56 OBJECT MARKER EA 41.0000 2,501.00 0.000 0.00 57 METAL BEAM GUARD RAILING (STEEL POST) M 75.0000 121,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 VEGETATION CONTROL (MINOR CONCRETE) M2 50.0000 161,500.00 0.000 0.00 59 CABLE RAILING M 3.0000 480.00 0.000 0.00 60 TRANSITION RAILING (TYPE WB) EA 3,200.0000 22,400.00 0.000 0.00 S) 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 13,000.00 0.000 0.00 S) 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 34,500.00 0.000 0.00 S) 63 CONCRETE BARRIER (TYPE 732A) M 275.0000 9,625.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 732B) M 275.0000 24,200.00 0.000 0.00 65 THERMOPLASTIC PAVEMENT MARKING M2 23.0000 17,020.00 0.000 0.00 S) 66 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 30,600.00 0.000 0.00 S) (SPRAYABLE) 67 PAINT TRAFFIC STRIPE (2-COAT) M 0.3800 15,238.00 790.000 300.20 S) 68 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 7,600.00 11.700 444.60 S) 69 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,160.00 0.000 0.00 S) 70 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 26,285.00 0.000 0.00 S) 71 TRAFFIC MONITORING STATION LS 36,000.0000 36,000.00 0.000 0.00 S) 72 MODIFY LIGHTING LS 53,000.0000 53,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 01:57 PM ESTIMATE NO. 09 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 10/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 629,297.67 4,433,181.06 ADJUSTMENT OF COMPENSATION 3,058.40 12,472.59 EXTRA WORK 145,649.00 311,389.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 778,005.07 4,757,043.40 73 MOBILIZATION LS 20,000.0000 20,000.00 0.750 15,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 778,005.07 4,772,043.40 MATERIALS ON HAND ON SITE 561,902.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -112,125.00 TOTAL 778,005.07 5,221,820.40 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/08/08 540 04/03/08 04/03/08 06/03/10 139 0 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 10/23/08