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 07/20/09 EST. NO.18 TIME 02:09 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 0132 175.73 E.W. @ F.A.(+) 051809 N 296269 0133 175.73 051909 N 296270 0134 175.73 052009 N 296271 0135 229.72 052209 N 296272 0136 229.72 051909 N 296273 0138 175.73 052609 N 296277 0139 460.21 052609 N 296278 0140 367.18 052709 N 296279 0141 304.09 052809 N 296280 0142 405.44 052909 N 296281 0143 175.73 052709 N 296282 0144 412.19 060109 N 296283 0147 229.72 060409 N 296284 0148 317.92 061009 N 296285 0149 142.42 061109 N 296286 0150 143.57 061209 N 296287 0151 142.42 061209 N 296288 0152 43.93 061509 N 296289 0153 175.73 061909 N 296290 0154 142.42 061509 N 296291 0155 142.42 061609 N 296292 0156 175.73 052209 N 296294 0157 290.30 103108 N 296296 0158 405.44 052909 N 296298 0159 62.89 081808 N 296299 0160 78.06 062209 N 296300 0161 183.11 062209 N 296301 0162 229.72 062509 N 296302 0163 124.62 062509 N 296303 0164 175.73 062609 N 296304 0165 235.41 062909 N 296305 014 0018 632.91 E.W. @ F.A.(+) 051809 N 296275 0020 1,971.27 050609 N 296293 016 0040 1,378.43 E.W. @ F.A.(+) 080508 N 296295 018 0014 589.09 E.W. @ F.A.(+) 043009 N 296254 0016 1,549.43 070209 N 296307 0017 612.47 070309 N 296309 032 0002 253.78 E.W. @ F.A.(+) 011209 N 296297 036 0003 5,389.74 E.W. @ F.A.(+) 040909 N 296267 0004 1,633.49 041609 N 296268 039 0001 3,000.00 E.W. @ L.S.(+) 061609 N 0001 0 041 0001 2,120.00 E.W. @ L.S.(+) 070109 N 0001 0 25,859.37 TOTAL THIS ESTIMATE 400,839.62 TOTAL PREVIOUS ESTIMATE 426,698.99 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 07/20/09 EST. NO.18 TIME 02:09 PM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CL2AB TEST FAILURE -2,400.00 14 0.00 -2,400.00 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 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 001 -6,125.00 02 OVERBID ITEM NO. 001 -6,125.00 12 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. 051 -1,000.00 02 0.00 -135,050.00 TOTAL DEDUCTIONS 10,000.00 -137,450.00 PROGRAM CAS145 PAGE 1 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 LOCATION 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 0.500 14,750.00 02 TIME-RELATED OVERHEAD WDAY 400.0000 216,000.00 21.000 8,400.00 277.000 110,800.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,700.00 1,967.000 19,670.00 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 0.510 11,730.00 06 PREPARE STORM WATER POLLUTION LS 4,350.0000 4,350.00 0.640 2,784.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 123,200.00 2,116.700 23,283.70 S) 08 TEMPORARY SILT FENCE M 5.2500 79,800.00 3,921.500 20,587.88 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 3.000 3,750.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 7.000 4,760.00 11 TEMPORARY CHECK DAM M 14.0000 46,900.00 462.400 6,473.60 S) 12 MOVE-IN/MOVE-OUT EA 550.0000 4,950.00 3.000 1,650.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 7,254.00 19.000 1,767.00 S) 14 TEMPORARY HYDRAULIC MULCH M2 0.9000 116,100.00 70,488.000 63,439.20 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 11,000.0000 11,000.00 0.040 440.00 0.510 5,610.00 16 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.840 7,980.00 S) 17 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.040 1,200.00 0.510 15,300.00 S) 18 TYPE III BARRICADE EA 55.0000 1,540.00 9.000 495.00 9.000 495.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 54.000 972.00 289.000 5,202.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.040 880.00 0.510 11,220.00 S) 21 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 1,555.400 43,551.20 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 98.000 19,600.00 S) PROGRAM CAS145 PAGE 2 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 4,500.00 12.000 54,000.00 24 REMOVE FENCE M 6.0000 52,380.00 870.000 5,220.00 6,447.800 38,686.80 25 REMOVE MARKER EA 250.0000 5,250.00 5.000 1,250.00 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 5.000 500.00 33 REMOVE CULVERT M 40.0000 14,000.00 149.100 5,964.00 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 18.000 180.00 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 0.870 156,600.00 49 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 11.7500 3,125,500.00 495.000 5,816.25 183,670.000 2,158,122.50 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 32,261.500 22,583.05 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 26,450.00 157.550 3,623.65 56 STRUCTURE BACKFILL (SLURRY CEMENT) M3 130.0000 53,300.00 49.800 6,474.00 84.260 10,953.80 57 STRUCTURE BACKFILL (CRIB WALL) M3 25.5000 26,520.00 0.000 0.00 58 STRUCTURE BACKFILL (RETAINING WALL) M3 51.5000 56,135.00 287.600 14,811.40 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 82.0000 6,560.00 23.250 1,906.50 WALL) 60 SAND BACKFILL M3 20.0000 7,000.00 3.200 64.00 93.900 1,878.00 61 DITCH EXCAVATION M3 47.5000 7,600.00 0.000 0.00 62 HIGHWAY PLANTING LS 15,500.0000 15,500.00 1.000 15,500.00 S) 63 STRAW (EROSION CONTROL) TONN 500.0000 10,000.00 6.140 3,070.00 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 19,343.000 19,343.00 S) 67 FIBER ROLLS M 10.0000 72,200.00 3,872.000 38,720.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 8,100.00 3.000 1,350.00 S) 69 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG 78.0000 99,840.00 389.300 30,365.40 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 7,170.00 651.000 1,953.00 S) 72 JUTE MESH M2 2.4000 167,760.00 17,806.000 42,734.40 S) 73 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.070 700.00 1.000 10,000.00 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 0.100 1,700.00 76 CLASS 4 AGGREGATE SUBBASE M3 34.4000 2,370,160.00 2,335.000 80,324.00 39,364.000 1,354,121.60 PROGRAM CAS145 PAGE 4 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,644.000 393,666.00 24,747.700 1,274,506.55 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 11,337,480.00 630.500 54,153.65 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 261,300.00 108.610 70,596.50 F) 92 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 630,750.00 436.900 327,675.00 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 11.330 21,527.00 141.130 268,147.00 F) 94 MINOR CONCRETE (BACKFILL) M3 875.0000 105,000.00 4.250 3,718.75 52.620 46,042.50 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 7,431.710 14,863.42 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 214,984.00 61,427.900 122,855.80 SF) 99 DEER GUARD EA 82,000.0000 574,000.00 3.000 246,000.00 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 20.140 12,084.00 PROGRAM CAS145 PAGE 5 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 415,400.00 533.400 178,689.00 05 600 MM ALTERNATIVE PIPE CULVERT M 350.0000 983,500.00 115.600 40,460.00 1,589.000 556,150.00 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 95.600 55,448.00 08 250 MM PLASTIC PIPE M 200.0000 70,000.00 12.700 2,540.00 143.300 28,660.00 09 600 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 155.740 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 2.000 600.00 29 600 MM ANCHOR ASSEMBLY EA 300.0000 5,400.00 1.000 300.00 30 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.300 2,660.00 32 600 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 41,600.00 5.700 912.00 33 900 MM CORRUGATED STEEL PIPE INLET M 1,300.0000 26,000.00 14.500 18,850.00 (3.51 MM THICK) 34 300 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400.00 35 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 18,000.00 4.000 8,000.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 73,100.00 7.000 11,900.00 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 12.200 2,440.00 194.300 38,860.00 39 ROCK SLOPE PROTECTION M3 176.0000 204,160.00 9.400 1,654.40 769.840 135,491.84 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 1,101.200 165,180.00 41 CONCRETE (SLOPE PROTECTION) M3 650.0000 28,600.00 0.000 0.00 42 CONCRETE (DITCH LINING) M3 600.0000 168,000.00 242.180 145,308.00 43 CONCRETE (CONCRETE APRON) M3 750.0000 9,750.00 7.510 5,632.50 44 ROCK SLOPE PROTECTION FABRIC M2 1.1800 5,463.40 64.300 75.87 2,502.420 2,952.86 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 3.850 5,005.00 3.850 5,005.00 47 MISCELLANEOUS IRON AND STEEL KG 3.5000 73,748.50 944.000 3,304.00 10,176.000 35,616.00 SF) 48 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.0000 97,680.00 2,675.000 32,100.00 S) 49 FENCE (TYPE WM, MODIFIED) M 23.0000 179,630.00 620.000 14,260.00 3,243.000 74,589.00 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 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 44.000 132.00 44.000 132.00 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 56.200 15,455.00 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 0.200 7,200.00 S) 72 MODIFY LIGHTING LS 53,000.0000 53,000.00 0.390 20,670.00 S) PROGRAM CAS145 PAGE 8 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 02:09 PM ESTIMATE NO. 18 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 07/20/09 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 605,188.27 8,900,928.56 ADJUSTMENT OF COMPENSATION 0.00 18,171.96 EXTRA WORK 25,859.37 408,527.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 631,047.64 9,327,627.55 73 MOBILIZATION LS 20,000.0000 20,000.00 0.950 19,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 631,047.64 9,346,627.55 MATERIALS ON HAND ON SITE 871,519.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -137,450.00 TOTAL 641,047.64 10,080,696.55 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 08/10/10 276 47 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/20/09