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 12/07/05 EST. NO.46 TIME 09:33 AM R.E. NAME: SHERRILL, OSCAR 06-342424 --------------------------------------------------------------------------- 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 0122-1 -306.15 E.W. @ F.A.(+) 112102 N 122. 0 DAO CORRECTING ENTRY 0127-3 -1,795.20 011303 N 163. 0 DAO CORRECTING ENTRY 0127-4 1,379.88 011303 N 163. 0 DAO CORRECTING ENTRY 0346-1 -1,313.88 051403 N 333 0 DAO CORRECTING ENTRY 0346-2 832.57 051403 N 333 0 DAO CORRECTING ENTRY 0546 3,612.44 051105 N 1866 0 0547 91.07 081205 N 2188 0 0548 1,989.50 092105 N 2260 0 0549 234.90 060705 N 2022 0 0550 822.04 092905 N 2257 0 0552 1,560.89 103105 N 2313.1 0553 1,779.25 062105 N 2151.1 0554 225.62 071205 N 2006.1 0555 660.00 062805 N 2217.1 0556 1,838.38 073105 N 2193.1 0557 1,273.33 061104 N 1098.1 0558 228.01 070705 N 2077.1 0559 1,720.13 073105 N 2194 0 0560 4,926.63 030805 N 1832 0 002 0140 1,315.41 E.W. @ F.A.(+) 101705 N 2306 0 008 0005 10,631.00 A.C. @ L.S.(+) 110405 N 5 0 010 0010 715.00 E.W. @ F.A.(+) 102005 N 11 0 023 0089 255.92 E.W. @ F.A.(+) 062405 N 1960 0 0090 131.96 090705 N 2245 0 0092 1,363.69 090705 N 2202 0 0093 805.87 090605 N 2180 0 0094 525.98 090905 N 2198 0 0096 221.40 101705 N 2271 0 0097 327.54 091705 N 2216.1 040 0017-1 -422.13 E.W. @ F.A.(+) 102903 N 791 0 DAO CORRECTING ENTRY 0117 2,720.95 041505 N 1823 0 0117-1 -2,720.95 041505 N 1823 0 DAO CORRECTING ENTRY 0120 422.13 102903 N 791.10 042 0036 3,505.90 E.W. @ F.A.(+) 031005 N 1898.1 0037 2,720.95 041505 N 1823.1 055 0005 5,413.42 E.W. @ F.A.(+) 042905 N 2340 0 056 0002 856.94 E.W. @ F.A.(+) 070105 N 2069 0 0003 255.12 072905 N 2142 0 0004 477.84 081605 N 2119 0 0005 176.64 071805 N 2071 0 0006 315.66 070705 N 2110 0 0007 796.41 080505 N 2100 0 075 0001 2,941.17 E.W. @ F.A.(+) 071305 N 2319 0 0002 281.00 071405 N 2320 0 0003 880.91 071505 N 2321 0 0004 667.79 071905 N 2322 0 0005 242.44 072505 N 2323 0 0006 573.82 072605 N 2324 0 0007 980.29 081705 N 2325 0 0008 973.80 081205 N 2326 0 0009 805.95 081705 N 2327 0 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 12/07/05 EST. NO.46 TIME 09:33 AM R.E. NAME: SHERRILL, OSCAR 06-342424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 668.35 081805 N 2328 0 0011 877.76 082405 N 2329 0 0012 653.21 082405 N 2330 0 0013 814.45 082505 N 2331 0 0014 645.02 091405 N 2332 0 0015 3,355.22 092005 N 2333 0 0016 2,015.02 102705 N 2336 0 0017 1,552.62 092105 N 2334 0 0018 1,102.78 092205 N 2335 0 0019 2,233.55 110105 N 2341 0 0020 1,223.23 012405 N 1571 0 0021 724.61 040405 N 1771 0 0022 6,555.26 031505 N 1824 0 077 0004 735.79 E.W. @ F.A.(+) 070705 N 2001 0 0005 999.79 070605 N 2000 0 0006 3,104.75 072005 N 2107 0 0007 1,056.84 090705 N 2189 0 0008 657.25 080805 N 2246 0 0009 2,127.28 081105 N 2240 0 080 0021 901.84 E.W. @ F.A.(+) 062805 N 2248 0 082 0001 14,923.53 A.C. @ L.S.(+) 110405 N 1 0 083 0021 1,343.21 E.W. @ F.A.(+) 042905 N 1847 0 085 0003 580.95 E.W. @ F.A.(+) 082405 N 2230 0 0004 307.06 101805 N 2275 0 087 0004 12,500.00 E.W. @ L.S.(+) 110405 N 4 0 089 0013 1,201.63 E.W. @ F.A.(+) 051105 N 1867 0 093 0001 10,181.17 E.W. @ L.S.(+) 110405 N 1 0 094 0012 960.98 E.W. @ F.A.(+) 072005 N 2055 0 0018 768.46 061305 N 1979 0 0019 159.50 060205 N 1911 0 095 0012 1,271.99 E.W. @ F.A.(+) 071805 N 2038 0 0013 1,138.67 071505 N 2037 0 0014 1,768.93 091205 N 2249 0 0015 405.43 091905 N 2237 0 0016 10,774.73 072105 N 2060 0 0017 4,649.47 071805 N 2317 0 0018 3,131.02 070505 N 2311 0 0019 1,984.23 091705 N 2215 0 0020 431.18 092105 N 2259 0 097 0012 3,723.62 E.W. @ F.A.(+) 070105 N 1993 0 0021 853.19 062205 N 2136 0 0022 2,493.99 061005 N 2318 0 098 0006 1,250.40 E.W. @ F.A.(+) 062305 N 2070 0 100 0007 2,295.15 E.W. @ F.A.(+) 091505 N 2294 0 102 0002 10,083.83 E.W. @ F.A.(+) 083105 N 2295 0 104 0002 8,988.27 E.W. @ F.A.(+) 091505 N 2296 0 0003 439.10 090205 N 2231 0 105 0002 1,626.42 E.W. @ F.A.(+) 092905 N 2226 0 0003 1,309.08 092805 N 2222 0 0004 1,063.68 092605 N 2218 0 0005 882.02 092705 N 2221 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 12/07/05 EST. NO.46 TIME 09:33 AM R.E. NAME: SHERRILL, OSCAR 06-342424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0006 724.37 092705 N 2219 0 0007 254.78 102105 N 2276 0 0008 1,793.40 092605 N 2225 0 0009 1,006.77 092705 N 2224 0 106 0017 160.48 E.W. @ F.A.(+) 091605 N 2214 0 0018 2,407.57 091605 N 2236 0 0019 1,203.72 090905 N 2197 0 0020 1,885.65 090705 N 2201 0 0021 4,311.26 090605 N 2181 0 0022 601.84 090205 N 2178 0 107 0001 213.71 E.W. @ F.A.(+) 100305 N 2239 0 0002 330.93 102105 N 2277 0 0003 821.44 102005 N 2281 0 0004 857.61 102405 N 2280 0 110 0001 212.69 E.W. @ F.A.(+) 103105 N 2290 0 0002 1,303.29 110805 N 2309 0 0003 681.78 093005 N 2301 0 0004 441.42 101405 N 2266 0 0005 596.07 101105 N 2264 0 0006 1,141.90 101005 N 2265 0 0007 1,111.36 100605 N 2262 0 0008 1,398.77 093005 N 2232 0 0009 1,614.68 092905 N 2227 0 0010 977.51 100705 N 2261 0 113 0001 -9,890.97 A.C. @ L.S.(-) 110405 N 1 0 114 0001 -67,752.82 A.C. @ L.S.(-) 110405 N 1 0 115 0001 -4,911.73 A.C. @ L.S.(-) 110405 N 1 0 137,912.22 TOTAL THIS ESTIMATE 4,381,778.10 TOTAL PREVIOUS ESTIMATE 4,519,690.32 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 12/07/05 EST. NO.46 TIME 09:33 AM R.E. NAME: SHERRILL, OSCAR 06-342424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC #67 -3,600.00 13 SWPPP VIOLATION -50,000.00 19 SWPPP VIOLATION RTN 50,000.00 21 SWPPP VIOLATION -50,000.00 22 RE-STAKING CHG -3,770.00 23 SWPPP VIOLATIONS 50,000.00 23 RE-STAKING CHG -1,020.00 25 OUT OF COMP -13,366.57 29 RESTAKE -8,260.00 29 BR MATL OUT OF SPEC -3,427.20 31 REVERSE RESTAKE 13,050.00 31 OUT OF COMP 5,706.34 32 MAT OUT OF SPEC 7,660.23 34 RE-STAKE -1,020.00 39 RESTAKE -510.00 40 RESTAKING -1,700.00 45 0.00 -10,257.20 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 07 MISSING PYRLS -10,000.00 08 REL EST #7 10,000.00 08 MISS PYRL #8 RECD 10,000.00 10 MISS PYRL -10,000.00 14 MISS PYRL #14 RECD 10,000.00 16 MISS PYRL -10,000.00 16 MISS PYRL -10,000.00 18 MISS PYRL -10,000.00 19 MISS PYRL -10,000.00 22 MISS PYRL -10,000.00 28 MISS PYRL -10,000.00 29 MISSING PYRLS -10,000.00 30 MISS PYRL -10,000.00 31 MISS PRYL #16 & 18 20,000.00 35 MISS PYRL #22 & 31 20,000.00 35 MISS PYRL #19 RECD 10,000.00 39 MISS PYRL -10,000.00 39 MISS PYRL -10,000.00 40 MISS PYRL #30 RECD 10,000.00 40 MISS PYRL -10,000.00 41 MISS PYRL RECD #39 10,000.00 41 MISS PYRL RECD #40 10,000.00 42 MISS PYRL -10,000.00 42 MISS PYRL RECD #28 10,000.00 44 MISS PYRL RECD #29 10,000.00 44 MISS PYRL -10,000.00 45 0.00 -30,000.00 OTHER OUTSTANDING DOCUMENTS MISS CEM2402, FHWA47 -10,000.00 45 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -50,257.20 PROGRAM CAS145 PAGE 1 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 LOCATION SEMI-FINAL ESTIMATE 06-FRE-180-R60.3/R64.0 ------------------- E L YEAGER CONSTRUCTION IN FRESNO COUNTY IN AND NEAR FRESNO COMPANY INC FROM ROUTE 168 TO FOWLER AVENUE P O BOX 87 RIVERSIDE CA 925020087 FED. AID NO. ACNH-P180(44)E CONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 18,000.0000 18,000.00 1.000 18,000.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 810,000.00 540.000 810,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 78,150.00 230.000 3,450.00 2,365.500 35,482.50 S) 04 6.1 M TEMPORARY CHAIN LINK GATE EA 700.0000 25,200.00 7.000 4,900.00 S) (TYPE CL - 1.8) 05 TEMPORARY VISUAL BARRIER M 8.8000 30,712.00 77.300 680.24 S) 06 450 MM TEMPORARY CULVERT M 300.0000 57,000.00 188.600 56,580.00 07 450 MM TEMPORARY STEEL FLARED END EA 700.0000 2,800.00 3.000 2,100.00 SECTION 08 TEMPORARY DRAINAGE INLET EA 1,500.0000 10,500.00 6.000 9,000.00 09 TEMPORARY ROCK SLOPE PROTECTION M3 100.0000 4,200.00 0.000 0.00 (BACKING NO. 2, METHOD B) 10 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 1.000 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 140,000.0000 140,000.00 1.000 140,000.00 12 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 S) 14 TYPE III BARRICADE EA 55.0000 8,250.00 156.000 8,580.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 49,740.00 20,178.530 121,071.18 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 780.00 138.356 27,671.20 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 14,500.00 759.000 18,975.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 3,920.00 126.000 3,528.00 S) (LEFT IN PLACE) 19 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 1,145.000 5,725.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 50.0000 107,000.00 2,555.892 127,794.60 22 TEMPORARY CRASH CUSHION MODULE EA 175.0000 31,500.00 216.000 37,800.00 PROGRAM CAS145 PAGE 2 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON WATER WELL EA 1,000.0000 5,000.00 3.000 3,000.00 24 REMOVE CHAIN LINK FENCE M 9.5000 13,965.00 1,385.500 13,162.25 25 REMOVE GATE EA 350.0000 350.00 1.000 350.00 26 REMOVE BARRICADE EA 200.0000 200.00 1.000 200.00 27 REMOVE METAL BEAM GUARD RAILING M 30.0000 7,800.00 565.300 16,959.00 28 REMOVE TRAFFIC STRIPE M 1.5000 4,740.00 2,394.770 3,592.16 29 REMOVE TRAFFIC STRIPE (YELLOW) M 1.7500 10,815.00 2,700.000 4,725.00 30 REMOVE PAVEMENT MARKING M2 20.0000 640.00 34.990 699.80 31 REMOVE PAVEMENT MARKER EA 1.0000 220.00 597.000 597.00 32 REMOVE CHANNELIZERS EA 10.0000 340.00 52.000 520.00 33 REMOVE ROADSIDE SIGN EA 100.0000 900.00 15.000 1,500.00 34 REMOVE CULVERT M 75.0000 2,025.00 134.100 10,057.50 35 REMOVE INLET EA 500.0000 1,000.00 3.000 1,500.00 36 SALVAGE CHAIN LINK GATE EA 200.0000 400.00 0.000 0.00 37 SALVAGE CHAIN LINK FENCE M 10.0000 7,200.00 543.200 5,432.00 38 SALVAGE CONCRETE BARRIER (TYPE K) M 30.0000 750.00 25.000 750.00 39 RESET MAILBOX EA 125.0000 3,750.00 1.000 125.00 14.000 1,750.00 40 ADJUST FRAME AND COVER TO GRADE EA 400.0000 21,600.00 87.000 34,800.00 41 MODIFY SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000.00 S) 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 29,400.00 5,184.300 15,552.90 S) 43 REMOVE CONCRETE M3 65.0000 20,800.00 399.080 25,940.20 44 CLEARING AND GRUBBING LS 54,000.0000 54,000.00 1.000 54,000.00 45 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000.00 46 ROADWAY EXCAVATION M3 2.0000 3,860,000.00 1,930,000.000 3,860,000.00 47 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 178,350.00 7,197.000 179,925.00 F) 49 STRUCTURE EXCAVATION (PUMPING PLANT) M3 15.0000 72,975.00 4,865.000 72,975.00 F) PROGRAM CAS145 PAGE 3 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 151,500.00 2,020.000 151,500.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 102,720.00 11,625.000 93,000.00 F) 52 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 301,535.00 4,660.000 302,900.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 373,520.00 8,960.000 313,600.00 F) 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 39,545.00 0.000 0.00 F) WALL) 55 STRAW (EROSION CONTROL) TONN 420.0000 32,760.00 108.780 45,687.60 S) 56 EROSION CONTROL (DRILL SEED) HA 4,300.0000 51,600.00 11.000 47,300.00 S) 57 FIBER (EROSION CONTROL) KG 0.9000 9,180.00 12,543.600 11,289.24 S) 58 COMPOST (EROSION CONTROL) KG 0.5000 24,600.00 66,647.000 33,323.50 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 7,500.00 6.000 4,500.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 23,100.00 356.910 24,983.70 S) 61 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.6000 4,080.00 3,113.450 4,981.52 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 2.7500 6,545.00 2,929.100 8,055.03 S) 63 305 MM DUCTILE IRON PIPE (BRIDGE) M 385.0000 141,680.00 365.490 140,713.65 64 610 MM DUCTILE IRON PIPE (BRIDGE) M 1,100.0000 198,000.00 188.270 207,097.00 65 300 MM BITUMINOUS COATED CORRUGATED M 100.0000 132,000.00 1,033.800 103,380.00 STEEL PIPE CONDUIT (1.63 MM THICK) 66 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000.00 67 CLASS 2 AGGREGATE BASE M3 27.0000 1,887,300.00 76,327.030 2,060,829.81 68 LEAN CONCRETE BASE M3 79.0000 1,050,700.00 13,301.630 1,050,828.77 69 ASPHALT CONCRETE TONN 34.8500 2,258,280.00 61,828.950 2,154,738.91 70 PLACE ASPHALT CONCRETE DIKE M 2.0000 25,400.00 14,041.916 28,083.83 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 148,400.00 7,848.534 313,941.36 AREA) 72 CONCRETE PAVEMENT M3 100.0000 2,220,000.00 104.900 10,490.00 22,335.880 2,233,588.00 73 SEAL PAVEMENT JOINT M 4.0000 166,400.00 41,823.450 167,293.80 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 413,625.00 3,407.940 425,992.50 S) PILING 75 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 89,000.00 89.762 89,762.00 S) PILING 76 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 122,400.00 68.000 122,400.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 569,600.00 206.900 662,080.00 S) PILING 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 1.000 750,000.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 526,800.00 1,756.000 526,800.00 F) 80 STRUCTURAL CONCRETE, BRIDGE M3 543.0000 9,501,414.00 17,518.000 9,512,274.00 F) 81 STRUCTURE CONCRETE (PUMPING PLANT) M3 650.0000 424,450.00 657.000 427,050.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 410,150.00 631.000 410,150.00 F) (TYPE N) 83 CLASS 2 CONCRETE (RETAINING WALL) M3 300.0000 1,056,000.00 3,328.000 998,400.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,370.0000 665,820.00 495.550 678,903.50 F) 85 ARCHITECTURAL TREATMENT M2 75.0000 144,075.00 1,943.000 145,725.00 F) 86 SOUND WALL (MASONRY BLOCK) M2 120.0000 692,040.00 0.260 31.20 6,079.000 729,480.00 SF) 87 SOUND WALL (MASONRY BLOCK) (MOD) M2 150.0000 17,700.00 118.000 17,700.00 SF) 88 PTFE BEARING EA 3,800.0000 53,200.00 14.000 53,200.00 S) 89 PTFE SPHERICAL BEARING EA 4,200.0000 25,200.00 6.000 25,200.00 S) 90 MASONRY BLOCK FENCE M2 110.0000 27,500.00 0.000 0.00 S) 91 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 40,500.00 27.000 40,500.00 S) 92 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,800.0000 91,800.00 51.000 91,800.00 S) 93 JOINT SEAL (MR 40 MM) M 80.0000 8,400.00 105.000 8,400.00 S) 94 JOINT SEAL (MR 50 MM) M 100.0000 30,000.00 292.000 29,200.00 S) 95 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2,950,970.00 2,684,667.000 2,953,133.70 SF) 96 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 234,096.00 198,389.000 198,389.00 SF) 97 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.1000 145,750.00 133,300.000 146,630.00 SF) 98 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 538.000 2,690.00 3,519.000 17,595.00 F) WITH WALKWAY) 99 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 17,595.00 1,213.000 6,065.00 3,519.000 17,595.00 SF)WITH WALKWAY) 00 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 367,753.50 -5,239.000 -23,575.50 81,723.000 367,753.50 F) 01 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 40,861.50 77,723.000 38,861.50 SF) 02 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 42,010.00 8,402.000 42,010.00 F) 03 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 16,804.00 8,402.000 16,804.00 SF) PROGRAM CAS145 PAGE 5 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 760 MM CAST-IN-DRILLED-HOLE M 900.0000 24,300.00 26.800 24,120.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 70,400.00 64.000 70,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 80,400.00 66.700 80,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 07 ROADSIDE SIGN - ONE POST EA 175.0000 22,750.00 131.000 22,925.00 08 ROADSIDE SIGN - TWO POST EA 425.0000 7,650.00 23.000 9,775.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 3,600.00 9.000 540.00 52.000 3,120.00 METHOD) 10 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 2,520.00 87.000 5,220.00 11 INSTALL ROADSIDE SIGN EA 2,200.0000 4,400.00 2.000 4,400.00 (LAMINATED WOOD BOX POST) 12 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 938,000.00 5,520.200 966,035.00 13 750 MM ALTERNATIVE PIPE CULVERT M 230.0000 144,900.00 257.200 59,156.00 14 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 146,000.00 1,087.700 217,540.00 15 1050 MM CAST-IN-PLACE CONCRETE PIPE M 170.0000 66,300.00 388.900 66,113.00 16 1200 MM CAST-IN-PLACE CONCRETE PIPE M 220.0000 26,400.00 116.400 25,608.00 17 2100 MM CAST-IN-PLACE CONCRETE PIPE M 500.0000 470,000.00 1,074.300 537,150.00 18 450 MM REINFORCED CONCRETE PIPE M 130.0000 27,300.00 221.400 28,782.00 19 600 MM REINFORCED CONCRETE PIPE M 220.0000 303,600.00 1,100.000 242,000.00 20 750 MM REINFORCED CONCRETE PIPE M 730.0000 13,870.00 18.600 13,578.00 21 1200 MM REINFORCED CONCRETE PIPE M 475.0000 46,550.00 97.900 46,502.50 22 2100 MM REINFORCED CONCRETE PIPE M 1,100.0000 84,700.00 48.800 53,680.00 23 450 MM REINFORCED CONCRETE PIPE M 250.0000 11,250.00 56.700 14,175.00 (RUBBER GASKET JOINT) 24 600 MM REINFORCED CONCRETE PIPE M 300.0000 69,000.00 425.700 127,710.00 (RUBBER GASKET JOINT) 25 900 MM REINFORCED CONCRETE PIPE M 300.0000 225,000.00 736.100 220,830.00 (RUBBER GASKET JOINT) 26 1050 MM REINFORCED CONCRETE PIPE M 750.0000 150,000.00 75.800 56,850.00 (RUBBER GASKET JOINT) 27 1200 MM REINFORCED CONCRETE PIPE M 500.0000 85,000.00 313.700 156,850.00 (RUBBER GASKET JOINT) 28 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 66,000.00 57.900 69,480.00 (RUBBER GASKET JOINT) 29 1050 MM REINFORCED CONCRETE PRESSURE M 1,200.0000 252,000.00 192.100 230,520.00 PIPE (RUBBER GASKET JOINT) 30 JACKED 600 MM REINFORCED CONCRETE PIPE M 800.0000 120,000.00 160.200 128,160.00 PROGRAM CAS145 PAGE 6 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM CORRUGATED STEEL PIPE M 250.0000 47,500.00 164.100 41,025.00 (2.77 MM THICK) 32 100 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 218,250.00 8,735.000 218,375.00 33 100 MM PLASTIC PIPE M 84.0000 71,400.00 11.000 924.00 851.000 71,484.00 (EDGE DRAIN OUTLET) 34 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 450.0000 39,150.00 98.200 44,190.00 35 600 MM STEEL FLARED END SECTION EA 350.0000 5,600.00 16.000 5,600.00 36 DRAINAGE INLET (TYPE D) EA 1,500.0000 16,500.00 13.000 19,500.00 37 DRAINAGE INLET (TYPE DD) EA 4,400.0000 61,600.00 7.000 30,800.00 38 OUTFALL STRUCTURE EA 13,000.0000 78,000.00 6.000 78,000.00 39 PUMP STATION RISER (FRESNO EA 18,500.0000 74,000.00 4.000 74,000.00 METROPOLITAN FLOOD CONTROL DISTRICT) 40 DRY WELL EA 8,000.0000 8,000.00 1.000 8,000.00 41 200 MM PLASTIC PIPE (PR 200) M 180.0000 16,740.00 92.400 16,632.00 S) (SEWER LINE) 42 MANHOLE (TYPE A) EA 3,750.0000 101,250.00 31.300 117,375.00 S) 43 MANHOLE (TYPE B) EA 5,500.0000 11,000.00 0.000 0.00 S) 44 MANHOLE (TYPE C) EA 3,100.0000 9,300.00 12.000 37,200.00 S) 45 PRESSURE MANHOLE EA 8,500.0000 17,000.00 2.000 17,000.00 S) 46 MINOR CONCRETE (BACKFILL) M3 120.0000 39,600.00 219.280 26,313.60 47 ROCK SLOPE PROTECTION M3 130.0000 16,900.00 130.620 16,980.60 (BACKING NO. 2, METHOD B) 48 SLOPE PAVING (CONCRETE) M3 500.0000 260,500.00 591.000 295,500.00 F) 49 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,140.00 199.700 1,198.20 50 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 696,000.00 1,962.940 785,176.00 CONSTRUCTION) 51 DRAINAGE PUMPING EQUIPMENT (LOCATION A) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 52 DRAINAGE PUMPING EQUIPMENT (LOCATION B) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 115,000.0000 115,000.00 1.000 115,000.00 S) (LOCATION A) 54 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 1.000 170,000.00 S) (LOCATION B) 55 MISCELLANEOUS IRON AND STEEL KG 5.0000 840.00 78.000 390.00 78.000 390.00 SF) 56 MANHOLE FRAME AND COVER EA 300.0000 9,600.00 44.000 13,200.00 S) 57 MANHOLE FRAME AND COVER (PRESSURE) EA 450.0000 900.00 2.000 900.00 S) PROGRAM CAS145 PAGE 7 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INLET FRAME AND GRATE EA 300.0000 78,000.00 273.000 81,900.00 S) 59 INLET FRAME AND GRATE (TYPE 600 - 12 X) EA 300.0000 1,800.00 6.000 1,800.00 S) 60 MISCELLANEOUS METAL KG 9.0000 51,750.00 5,750.000 51,750.00 SF)(RESTRAINER - CABLE TYPE) 61 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 115,380.00 13,650.000 122,850.00 SF) 62 PUMPING PLANT METAL WORK (LOCATION A) KG 13.0000 84,500.00 6,500.000 84,500.00 SF) 63 PUMPING PLANT METAL WORK (LOCATION B) KG 13.0000 85,800.00 6,600.000 85,800.00 SF) 64 CHAIN LINK FENCE (TYPE CL-1.8) M 22.5000 192,150.00 9,976.400 224,469.00 S) 65 CHAIN LINK FENCE (TYPE CL-2.4) M 39.0000 9,360.00 0.000 0.00 S) 66 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 450.0000 3,150.00 3.000 1,350.00 S) 67 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 1,400.00 4.000 2,800.00 7.000 4,900.00 S) 68 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 3,750.00 1.000 750.00 5.000 3,750.00 S) 69 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 15,300.00 19.000 17,100.00 S) 70 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 1,100.00 1.000 1,100.00 S) 71 SURVEY MONUMENT EA 400.0000 30,400.00 -1.000 -400.00 77.000 30,800.00 72 DELINEATOR (CLASS 1) EA 25.0000 7,000.00 243.000 6,075.00 S) 73 OBJECT MARKER (TYPE L) EA 30.0000 240.00 7.000 210.00 S) 74 OBJECT MARKER (TYPE P) EA 65.0000 260.00 1.000 65.00 3.000 195.00 S) 75 OBJECT MARKER (TYPE K-1) EA 30.0000 690.00 30.000 900.00 S) 76 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 158,080.00 6.600 343.20 2,848.940 148,144.88 S) 77 CHAIN LINK RAILING (TYPE 7) M 100.0000 51,700.00 517.000 51,700.00 SF) 78 CHAIN LINK RAILING (TYPE 7L) M 200.0000 139,600.00 710.000 142,000.00 SF) 79 CONCRETE BARRIER (TYPE 26) M 350.0000 181,650.00 -1.000 -350.00 519.000 181,650.00 F) 80 CABLE RAILING M 25.0000 19,500.00 812.000 20,300.00 S) 81 END SECTION EA 75.0000 750.00 4.000 300.00 S) 82 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 21,000.00 6.000 18,000.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 3,300.00 15.000 8,250.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 11,550.00 15.000 12,375.00 S) PROGRAM CAS145 PAGE 8 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RETURN SECTION EA 100.0000 1,400.00 12.000 1,200.00 S) 86 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 5.000 25,000.00 S) 87 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 1,600.00 5.000 2,000.00 S) 88 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 180,000.00 4.000 180,000.00 S) 89 CONCRETE BARRIER (TYPE 732) M 150.0000 345,150.00 2,301.000 345,150.00 F) 90 CONCRETE BARRIER (TYPE 732A) M 230.0000 48,300.00 210.000 48,300.00 91 CONCRETE BARRIER (TYPE 732 MOD) M 330.0000 31,680.00 96.000 31,680.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 13,600.00 728.830 14,576.60 S) 93 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 37,350.00 68,035.800 34,017.90 S) (SPRAYABLE) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 12,351.00 5,024.000 11,555.20 S) 95 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 96 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 97 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 98 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 99 SIGNAL AND LIGHTING (LOCATION 5) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 00 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 1.000 65,000.00 S) (CITY STREET LOCATION 1) 01 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) (CITY STREET LOCATION 2) 02 SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 1.000 92,000.00 S) (CITY STREET LOCATION 3) 03 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 04 LIGHTING (DETOUR) LS 35,000.0000 35,000.00 1.000 35,000.00 S) 05 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 S) 06 HIGHWAY ADVISORY RADIO SYSTEM LS 66,000.0000 66,000.00 1.000 66,000.00 S) 07 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) 08 COMMUNICATION CONDUIT LS 400,000.0000 400,000.00 1.000 400,000.00 S) 09 TRAFFIC MONITORING STATION (LOCATION 1) LS 21,000.0000 21,000.00 1.000 21,000.00 S) 10 TRAFFIC MONITORING STATION (LOCATION 2) LS 21,000.0000 21,000.00 1.000 21,000.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 3) LS 21,000.0000 21,000.00 1.000 21,000.00 S) PROGRAM CAS145 PAGE 9 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CLOSED CIRCUIT TELEVISION SYSTEM LS 32,000.0000 32,000.00 1.000 32,000.00 S) (LOCATION 1) 13 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 1.000 27,000.00 S) (LOCATION 2) 14 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 S) (LOCATION 3) 15 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 1.000 31,000.00 S) (LOCATION 4) 16 RAMP METERING SYSTEM (LOCATION 1) LS 52,000.0000 52,000.00 1.000 52,000.00 S) 17 RAMP METERING SYSTEM (LOCATION 2) LS 43,000.0000 43,000.00 1.000 43,000.00 S) 18 RAMP METERING SYSTEM (LOCATION 3) LS 63,000.0000 63,000.00 1.000 63,000.00 S) 19 COMMUNICATION HUB BUILDING LS 96,000.0000 96,000.00 1.000 96,000.00 S) PROGRAM CAS145 PAGE 10 DATE 12/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342424 TIME 09:33 AM ESTIMATE NO. 46 BID OPENING 06/18/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/05 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 12/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,337.90 44,974,987.43 ADJUSTMENT OF COMPENSATION -57,000.99 2,029,611.78 EXTRA WORK 194,913.21 2,490,078.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 142,250.12 49,494,677.75 20 MOBILIZATION LS 4900,000.0000 4,900,000.00 1.000 4,900,000.00 ORIGINAL CONTRACT AMOUNT 49,462,927.00 TOTAL WORK COMPLETED 142,250.12 54,394,677.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50,257.20 TOTAL 142,250.12 54,344,420.55 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 08/05/02 540 08/20/02 08/20/02 11/04/05 619 181 62 17 100% 100% SHERRILL, OSCAR RESIDENT ENGINEER PROGRAM CAS145 DATE 12/07/05