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 10/20/10 EST. NO.33 TIME 03:36 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 0278 2,049.62 E.W. @ F.A.(+) 052010 N 296486 0279 147.13 052010 N 296487 0294 60.64 070810 N 296512 0335 591.18 082710 N 296560 0342 242.56 090810 N 296570 0343 242.56 090910 N 296573 0344 90.96 091010 N 296574 0345 218.20 091110 N 296575 0346 361.58 091410 N 296592 0347 302.07 091510 N 296593 0348 381.42 091610 N 296594 0349 282.24 091710 N 296595 0350 639.29 091810 N 296596 0351 242.56 092010 N 296598 0352 361.58 092110 N 296599 0353 798.52 092110 N 296600 0354 1,374.30 092210 N 296601 0355 2,749.44 092310 N 296602 0356 66.33 092410 N 296603 0357 197.08 092810 N 296605 0358 181.92 092910 N 296606 0359 90.96 100110 N 296608 010 0006 442.40 A.C. @ U.P.(+) 033110 N 296569 0007 1,301.20 063010 N 296578 014 0023 398.77 E.W. @ F.A.(+) 091610 N 296597 0024 664.62 100110 N 296607 031 0004 234.18 E.W. @ F.A.(+) 012009 N 296581 0005 379.31 012910 N 296582 042 0012 242.56 E.W. @ F.A.(+) 072010 N 296526 0013 485.12 072110 N 296543 0016 31.57 081610 N 296584 044 0007 -21,744.24 A.C. @ U.P.(-) 101110 N 0007 0 046 0003 422.72 E.W. @ F.A.(+) 090310 N 296566 052 0004 1,097.85 E.W. @ F.A.(+) 090310 N 296567 0005 147.00 090810 N 296571 054 0002 9,334.50 E.W. @ U.P (+) 101510 N 0002 0 060 0003 1,515.87 E.W. @ F.A.(+) 051210 N 296609 061 0001 405.18 E.W. @ F.A.(+) 051710 N 296461 0005 503.00 052610 N 296492 0009 2,168.89 052110 N 296604 063 0004 211.64 E.W. @ F.A.(+) 062910 N 296577 070 0002 1,277.11 E.W. @ F.A.(+) 091310 N 296585 0003 1,620.42 091410 N 296586 0004 1,982.64 091510 N 296587 0005 934.58 091610 N 296588 0006 12,919.13 100410 N 296589 0007 550.00 100410 N 296590 0008 2,876.92 100410 N 296591 071 0001 3,577.51 E.W. @ F.A.(+) 090810 N 296572 0002 3,113.47 090910 N 296576 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 10/20/10 EST. NO.33 TIME 03:36 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 --------------------------------------------------------------------------- 38,766.06 TOTAL THIS ESTIMATE 1,080,847.70 TOTAL PREVIOUS ESTIMATE 1,119,613.76 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 10/20/10 EST. NO.33 TIME 03:36 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 CL2AB TEST FAILURE -1,200.00 31 RE-STAKING CHARGES -710.00 31 0.00 -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 0.00 0.00 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. 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. 051 -1,000.00 02 0.00 -159,375.00 TOTAL DEDUCTIONS 0.00 -163,685.00 PROGRAM CAS145 PAGE 1 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 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 0.750 22,125.00 02 TIME-RELATED OVERHEAD WDAY 400.0000 216,000.00 21.000 8,400.00 497.000 198,800.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,700.00 2,394.200 23,942.00 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 0.920 21,160.00 06 PREPARE STORM WATER POLLUTION LS 4,350.0000 4,350.00 0.840 3,654.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 123,200.00 14.300 157.30 4,805.900 52,864.90 S) 08 TEMPORARY SILT FENCE M 5.2500 79,800.00 4,363.800 22,909.95 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 6.000 7,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 10.000 6,800.00 11 TEMPORARY CHECK DAM M 14.0000 46,900.00 87.500 1,225.00 1,192.700 16,697.80 S) 12 MOVE-IN/MOVE-OUT EA 550.0000 4,950.00 6.000 3,300.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 7,254.00 25.000 2,325.00 S) 14 TEMPORARY HYDRAULIC MULCH M2 0.9000 116,100.00 119,105.000 107,194.50 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 11,000.0000 11,000.00 0.040 440.00 0.920 10,120.00 16 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.950 9,025.00 S) 17 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.040 1,200.00 0.920 27,600.00 S) 18 TYPE III BARRICADE EA 55.0000 1,540.00 49.000 2,695.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 436.000 7,848.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.040 880.00 0.920 20,240.00 S) 21 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 1,885.400 52,791.20 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 126.000 25,200.00 S) PROGRAM CAS145 PAGE 2 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.000 103,500.00 24 REMOVE FENCE M 6.0000 52,380.00 8,085.800 48,514.80 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 13.000 13,000.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,000.00 412.000 2,472.00 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 2.7500 5,115.00 1,232.000 3,388.00 S) 29 REMOVE PAVEMENT MARKING M2 65.0000 780.00 24.780 1,610.70 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 4,407.000 8,814.00 S) 32 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 6.000 600.00 33 REMOVE CULVERT M 40.0000 14,000.00 456.500 18,260.00 34 REMOVE SLOTTED CORRUGATED STEEL PIPE M 45.0000 6,300.00 122.000 5,490.00 35 REMOVE INLET EA 1,500.0000 9,000.00 7.000 10,500.00 36 REMOVE HEADWALL EA 1,000.0000 17,000.00 15.000 15,000.00 37 REMOVE DELINEATOR EA 10.0000 510.00 20.000 200.00 38 RECONSTRUCT FENCE M 30.0000 10,800.00 0.000 0.00 S) 39 RECONSTRUCT METAL BEAM GUARD RAILING M 67.0000 112,560.00 807.000 54,069.00 1,117.000 74,839.00 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 18.000 5,400.00 43 ADJUST INLET EA 1,500.0000 1,500.00 1.000 1,500.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 42,125.00 11,173.200 13,966.50 S) 45 REMOVE CONCRETE M3 56.0000 6,720.00 21.960 1,229.76 46 REMOVE CONCRETE (STRUCTURE) M3 320.0000 48,000.00 156.920 50,214.40 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 1.000 180,000.00 49 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.000 458.25 263,782.200 3,099,440.85 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 6,345.00 411.000 616.50 4,129.000 6,193.50 54 STRUCTURE EXCAVATION (CRIB WALL) M3 28.0000 15,680.00 560.000 15,680.00 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 23.0000 26,450.00 499.810 11,495.63 1,150.000 26,450.00 56 STRUCTURE BACKFILL (SLURRY CEMENT) M3 130.0000 53,300.00 296.210 38,507.30 57 STRUCTURE BACKFILL (CRIB WALL) M3 25.5000 26,520.00 1,040.000 26,520.00 58 STRUCTURE BACKFILL (RETAINING WALL) M3 51.5000 56,135.00 303.710 15,641.07 1,083.190 55,784.29 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 82.0000 6,560.00 33.570 2,752.74 82.060 6,728.92 WALL) 60 SAND BACKFILL M3 20.0000 7,000.00 260.540 5,210.80 61 DITCH EXCAVATION M3 47.5000 7,600.00 150.500 7,148.75 150.500 7,148.75 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 3.000 1,500.00 10.520 5,260.00 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 18,900.00 278.000 19,460.00 S) 66 FIBER (EROSION CONTROL) KG 1.0000 76,400.00 7,475.100 7,475.10 46,860.800 46,860.80 S) 67 FIBER ROLLS M 10.0000 72,200.00 1,558.200 15,582.00 9,126.200 91,262.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 8,100.00 5.000 2,250.00 S) 69 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG 78.0000 99,840.00 182.300 14,219.40 948.030 73,946.34 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 7,170.00 423.700 1,271.10 2,225.150 6,675.45 S) 72 JUTE MESH M2 2.4000 167,760.00 2,534.530 6,082.87 42,799.980 102,719.95 S) 73 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000.00 S) 74 ESTABLISH EROSION CONTROL LS 5,500.0000 5,500.00 0.180 990.00 0.540 2,970.00 S) 75 FINISHING ROADWAY LS 17,000.0000 17,000.00 0.500 8,500.00 76 CLASS 4 AGGREGATE SUBBASE M3 34.4000 2,370,160.00 364.400 12,535.36 61,803.100 2,126,026.64 PROGRAM CAS145 PAGE 4 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,008,500.00 530.400 27,315.60 59,130.650 3,045,228.48 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 8.800 18,480.00 S) 80 ASPHALT CONCRETE TONN 85.8900 11,337,480.00 3,604.850 309,620.57 115,451.840 9,916,158.54 81 PAVING ASPHALT (BINDER-PAVEMENT TONN 670.0000 32,160.00 31.880 21,359.60 REINFORCING FABRIC) 82 PAVEMENT REINFORCING FABRIC M2 2.5000 149,000.00 36,658.000 91,645.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.5000 46,665.00 123.390 3,146.45 AREA) 84 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,600.00 234.300 1,171.50 85 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 253.0000 24,794.00 60.000 15,180.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.5000 90,750.00 5,701.100 42,758.25 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 17,640.00 1,204.800 8,433.60 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 11,250.00 110.080 13,760.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 173,400.00 16.440 13,974.00 178.740 151,929.00 91 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 261,300.00 399.750 259,837.50 F) 92 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 630,750.00 33.830 25,372.50 841.000 630,750.00 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 0.900 1,710.00 252.590 479,921.00 F) 94 MINOR CONCRETE (BACKFILL) M3 875.0000 105,000.00 91.770 80,298.75 95 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 880.0000 32,560.00 34.910 30,720.80 F) 96 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 1,000.0000 151,000.00 150.980 150,980.00 F) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 56,686.00 28,343.150 56,686.30 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 214,984.00 3,153.000 6,306.00 107,214.730 214,429.46 SF) 99 DEER GUARD EA 82,000.0000 574,000.00 1.000 82,000.00 7.000 574,000.00 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 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 415,400.00 636.400 213,194.00 05 600 MM ALTERNATIVE PIPE CULVERT M 350.0000 983,500.00 108.800 38,080.00 2,932.680 1,026,438.00 06 750 MM ALTERNATIVE PIPE CULVERT M 675.0000 12,825.00 23.500 15,862.50 07 900 MM ALTERNATIVE PIPE CULVERT M 580.0000 87,000.00 139.300 80,794.00 08 250 MM PLASTIC PIPE M 200.0000 70,000.00 12.000 2,400.00 166.500 33,300.00 09 600 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 170.240 76,608.00 10 750 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 151.400 87,055.00 11 900 MM REINFORCED CONCRETE PIPE M 675.0000 18,900.00 31.750 21,431.25 12 1350 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 151.800 87,285.00 13 1650 MM REINFORCED CONCRETE PIPE M 900.0000 38,700.00 41.140 37,026.00 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 71.500 132,275.00 (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 1.000 2,000.00 25 450 MM ENTRANCE TAPER EA 2,000.0000 12,000.00 2.000 4,000.00 26 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 2,500.00 1.000 2,500.00 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 5.000 1,500.00 29 600 MM ANCHOR ASSEMBLY EA 300.0000 5,400.00 8.000 2,400.00 30 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 3,200.00 3.000 600.00 PROGRAM CAS145 PAGE 6 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 54.300 10,860.00 32 600 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 41,600.00 259.800 41,568.00 33 900 MM CORRUGATED STEEL PIPE INLET M 1,300.0000 26,000.00 19.580 25,454.00 (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 1.000 2,000.00 9.000 18,000.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 73,100.00 10.000 17,000.00 40.000 68,000.00 37 900 MM ALTERNATIVE FLARED END SECTION EA 3,500.0000 10,500.00 3.000 10,500.00 38 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 150,000.00 176.300 35,260.00 815.400 163,080.00 39 ROCK SLOPE PROTECTION M3 176.0000 204,160.00 152.300 26,804.80 1,316.240 231,658.24 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 1,204.300 180,645.00 41 CONCRETE (SLOPE PROTECTION) M3 650.0000 28,600.00 43.580 28,327.00 43.580 28,327.00 42 CONCRETE (DITCH LINING) M3 600.0000 168,000.00 21.340 12,804.00 376.080 225,648.00 43 CONCRETE (CONCRETE APRON) M3 750.0000 9,750.00 11.720 8,790.00 44 ROCK SLOPE PROTECTION FABRIC M2 1.1800 5,463.40 703.800 830.48 5,365.670 6,331.49 45 MINOR CONCRETE (MAIL BOX PAD) M2 350.0000 2,800.00 7.920 2,772.00 46 MINOR CONCRETE (GUTTER) M3 1,300.0000 11,700.00 3.850 5,005.00 47 MISCELLANEOUS IRON AND STEEL KG 3.5000 73,748.50 17,959.000 62,856.50 SF) 48 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.0000 97,680.00 5,362.000 64,344.00 S) 49 FENCE (TYPE WM, MODIFIED) M 23.0000 179,630.00 5,382.800 123,804.40 S) 50 CHAIN LINK FENCE (TYPE CL-2.1) M 53.0000 76,850.00 481.000 25,493.00 S) 51 1.8 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,000.0000 8,000.00 4.000 4,000.00 S) 52 4.9 M CHAIN LINK GATE (TYPE CL-2.1) EA 500.0000 9,500.00 14.000 7,000.00 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 50.000 800.00 56 OBJECT MARKER EA 41.0000 2,501.00 23.000 943.00 57 METAL BEAM GUARD RAILING (STEEL POST) M 75.0000 121,500.00 1,425.500 106,912.50 S) PROGRAM CAS145 PAGE 7 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 60 TRANSITION RAILING (TYPE WB) EA 3,200.0000 22,400.00 4.000 12,800.00 S) 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 13,000.00 7.000 7,000.00 11.000 11,000.00 S) 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 34,500.00 4.000 6,000.00 13.000 19,500.00 S) 63 CONCRETE BARRIER (TYPE 732A) M 275.0000 9,625.00 34.190 9,402.25 64 CONCRETE BARRIER (TYPE 732B) M 275.0000 24,200.00 76.200 20,955.00 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 31,908.000 12,125.04 S) 68 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 7,600.00 203.540 7,734.52 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 3,647.000 12,764.50 S) 71 TRAFFIC MONITORING STATION LS 36,000.0000 36,000.00 0.610 21,960.00 S) 72 MODIFY LIGHTING LS 53,000.0000 53,000.00 0.900 47,700.00 S) PROGRAM CAS145 PAGE 8 DATE 10/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:36 PM ESTIMATE NO. 33 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 10/20/10 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 10/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 807,865.02 26,454,585.57 ADJUSTMENT OF COMPENSATION -20,000.64 243,999.24 EXTRA WORK 58,766.70 875,614.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 846,631.08 27,574,199.33 73 MOBILIZATION LS 20,000.0000 20,000.00 1.000 20,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 846,631.08 27,594,199.33 MATERIALS ON HAND ON SITE 69,304.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -163,685.00 TOTAL 846,631.08 27,499,818.33 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 01/20/11 497 139 19 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 22 DATE 10/20/10