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 02/23/04 EST. NO.09 TIME 09:04 AM R.E. NAME: ROZGAY DEANNA 04-0435V4 --------------------------------------------------------------------------- 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 0079 580.81 E.W. @ F.A.(+) 012704 N 0145.0 0080 327.60 012604 N 0148.0 0081 330.83 012904 N 0149.0 0082 1,519.97 011604 N 0154.0 0083 1,137.96 012804 N 0155.0 0084 999.50 012904 N 0156.0 0085 861.27 013004 N 0157.0 0087 989.39 020204 N 0160.0 0088 495.76 020504 N 0161.0 0091 945.69 010504 N 0153.0 0093 4,640.20 111303 N 0151.0 0097 191.12 120603 N 0174.0 0098 33.03 121203 N 0175.0 0099 2,238.81 120503 N 0176.0 0100 2,198.62 121103 N 0177.0 0101 1,596.53 120903 N 0178.0 0103 1,069.17 011304 N 0180.0 0104 180.25 011604 N 0181.0 0106 1,072.44 011304 N 0186.0 004 0007 53.38 E.W. @ F.A.(+) 021104 N 0185.0 013 0001 3,715.55 E.W. @ F.A.(+) 121903 N 0146.0 0002 3,657.36 010204 N 0147.0 017 0002 3,329.50 E.W. @ F.A.(+) 123003 N 0104.0 0003 222.51 123103 N 0105.0 0004 3,483.09 010204 N 0106.0 0006 1,425.19 010804 N 0141.0 0007 1,151.63 010904 N 0142.0 021 0001 14,480.40 E.W. @ F.A.(+) 011504 N 0121.0 0002 12,363.21 011504 N 0127.0 0003 814.20 011104 N 0184.0 026 0002 168.02 E.W. @ F.A.(+) 121203 N 0108.0 0003 840.09 112403 N 0109.0 0004 215.57 120303 N 0110.0 0005 1,554.81 120503 N 0111.0 0007 1,949.10 121503 N 0113.0 0008 1,313.81 121603 N 0114.0 0009 1,364.88 121803 N 0115.0 0010 837.84 121903 N 0116.0 0011 1,552.62 122303 N 0117.0 0012 398.80 122403 N 0118.0 0013 505.69 011204 N 0137.0 0015 1,023.29 011504 N 0139.0 0016 803.55 011604 N 0140.0 0017 656.45 012804 N 0143.0 0018 365.77 013004 N 0144.0 0019 3,673.33 012004 N 0187.0 032 0002 17,419.73 E.W. @ F.A.(+) 012704 N 0183.0 037 0003 -198,586.00 A.C. @ U.P.(-) 012004 N 3 0 0004 -365,142.00 021904 N 4 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 02/23/04 EST. NO.09 TIME 09:04 AM R.E. NAME: ROZGAY DEANNA 04-0435V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- -462,979.68 TOTAL THIS ESTIMATE 8,071,542.57 TOTAL PREVIOUS ESTIMATE 7,608,562.89 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 02/23/04 EST. NO.09 TIME 09:04 AM R.E. NAME: ROZGAY DEANNA 04-0435V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONSTRUCITON STAKING -800.00 09 -800.00 -800.00 OVERBID ITEMS OVERBID ITEM NO. 312 -106,057.98 06 OVERBID ITEM NO. 312 -53,028.99 08 0.00 -159,086.97 TOTAL DEDUCTIONS -800.00 -159,886.97 PROGRAM CAS145 PAGE 1 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 LOCATION PROGRESS ESTIMATE 04-SF-80-4.9/5.9 ----------------- TUTOR SALIBA CORP IN THE CITY AND COUNTY OF 15901 OIDCN ST SAN FRANCISCO FROM FIFTH STREET TO SYLMAR, CA 91342 SAN FRANCISCO OAKLAND BAY BRIDGE FED. AID NO. N O N E SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SURVEY OF EXISTING NON-HIGHWAY LS 250,000.0000 250,000.00 0.015 3,750.00 0.190 47,500.00 FACILITIES 02 SEWER VIDEO SURVEY LS 66,000.0000 66,000.00 0.500 33,000.00 03 VIBRATION MONITORING LS 460,000.0000 460,000.00 0.018 8,280.00 0.120 55,200.00 04 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 85,000.0000 85,000.00 0.000 0.00 DATA DELIVERY 05 PROGRESS SCHEDULE (CRITICAL PATH) LS 300,000.0000 300,000.00 0.014 4,200.00 0.242 72,600.00 06 TIME-RELATED OVERHEAD WDAY 21,000.0000 38,304,000.00 31.000 651,000.00 260.000 5,460,000.00 07 TEMPORARY SUPPORT, LOCATION A LS 100,000.0000 100,000.00 0.000 0.00 08 TEMPORARY SUPPORT, LOCATION B LS 869,000.0000 869,000.00 0.000 0.00 09 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 10 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.750 4,125.00 S) PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 107,000.0000 107,000.00 0.017 1,819.00 0.102 10,914.00 S) 12 TEMPORARY SILT FENCE LF 26.0000 46,800.00 140.000 3,640.00 S) 13 TEMPORARY SILT FENCE FABRIC ALONG LF 6.5000 94,900.00 340.000 2,210.00 5,370.000 34,905.00 S) CHAIN LINK FENCE 14 TEMPORARY ROCK BAG BARRIER LF 0.7500 10,950.00 120.000 90.00 3,926.000 2,944.50 S) 15 TEMPORARY COVER SQYD 7.5000 18,750.00 3,061.000 22,957.50 S) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 610.0000 53,070.00 3.000 1,830.00 17.000 10,370.00 S) 17 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,600.0000 75,600.00 8.000 28,800.00 S) 18 TEMPORARY ENTRANCE/EXIT EA 2,000.0000 84,000.00 2.000 4,000.00 6.000 12,000.00 S) 19 CONSTRUCTION AREA SIGNS LS 641,000.0000 641,000.00 0.081 51,921.00 0.264 169,224.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1727,000.0000 1,727,000.00 0.019 32,813.00 0.114 196,878.00 S) 21 TYPE III BARRICADE EA 650.0000 8,450.00 3.000 1,950.00 S) 22 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 7,340.00 305.000 610.00 691.000 1,382.00 S) PROGRAM CAS145 PAGE 2 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.0000 12,030.00 656.000 1,968.00 S) (NON-REFLECTIVE) 24 TEMPORARY PAVEMENT MARKER EA 5.0000 75.00 12.000 60.00 S) (RETROREFLECTIVE-SPECIAL TYPE C) 25 TEMPORARY PAVEMENT MARKER EA 5.0000 400.00 0.000 0.00 S) (RETROREFLECTIVE-SPECIAL TYPE D) 26 TEMPORARY PAVEMENT MARKER EA 4.0000 7,160.00 149.000 596.00 S) (RETROREFLECTIVE-SPECIAL TYPE G) 27 TEMPORARY PAVEMENT MARKER EA 5.0000 2,250.00 26.000 130.00 S) (RETROREFLECTIVE-SPECIAL TYPE H) 28 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 10,925.00 3,832.000 958.00 6,607.000 1,651.75 S) 29 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,600.00 6.000 180.00 31.000 930.00 S) 30 TEMPORARY CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 32,160.00 1,414.000 11,312.00 S) 31 16' TEMPORARY CHAIN LINK GATE EA 800.0000 1,600.00 1.000 800.00 S) (TYPE CL-6) 32 PORTABLE CHANGEABLE MESSAGE SIGN EA 27,000.0000 378,000.00 14.000 378,000.00 S) 33 TEMPORARY RAILING (TYPE K) LF 19.0000 587,100.00 40.000 760.00 5,680.000 107,920.00 S) 34 TEMPORARY CRASH CUSHION MODULE EA 266.0000 164,920.00 -35.000 -9,310.00 131.000 34,846.00 S) 35 TEMPORARY TRAFFIC SCREEN LF 4.7000 137,240.00 3,720.000 17,484.00 S) 36 PIN COLUMN LS 20,000.0000 20,000.00 0.000 0.00 37 ABANDON CULVERT EA 560.0000 25,200.00 0.000 0.00 38 ABANDON INLET EA 1,200.0000 2,400.00 0.000 0.00 39 ABANDON MANHOLE EA 1,200.0000 3,600.00 0.000 0.00 40 REMOVE CHAIN LINK FENCE LF 4.0000 27,760.00 40.000 160.00 1,387.000 5,548.00 41 REMOVE GATE EA 300.0000 3,300.00 1.000 300.00 42 REMOVE METAL BEAM GUARD RAILING LF 41.0000 14,350.00 0.000 0.00 43 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 44 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,200.00 2,559.000 1,279.50 3,934.000 1,967.00 45 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,140.00 402.000 201.00 1,350.000 675.00 (YELLOW) 46 REMOVE ROADSIDE SIGN EA 350.0000 33,250.00 5.000 1,750.00 5.000 1,750.00 47 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 1.000 4,000.00 3.000 12,000.00 48 REMOVE ASPHALT CONCRETE CY 51.0000 10,710.00 0.000 0.00 49 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,550.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 41.0000 9,020.00 0.000 0.00 51 REMOVE INLET EA 1,100.0000 37,400.00 2.000 2,200.00 3.000 3,300.00 52 REMOVE SAN FRANCISCO MANHOLE EA 1,900.0000 1,900.00 0.000 0.00 53 RESET ROADSIDE SIGN EA 2,400.0000 2,400.00 0.000 0.00 54 PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.2000 227,140.00 0.000 0.00 S) 55 REMOVE CONCRETE CY 56.0000 52,640.00 14.660 820.96 56 REMOVE CONCRETE BARRIER LF 10.0000 61,000.00 238.000 2,380.00 57 REMOVE CONCRETE BARRIER (TYPE K) LF 17.0000 12,920.00 0.000 0.00 58 REMOVE CRASH CUSHION EA 2,000.0000 14,000.00 0.000 0.00 59 REMOVE CRASH CUSHION (SAND FILLED) EA 182.0000 6,916.00 0.000 0.00 60 BRIDGE REMOVAL, LOCATION A LS 3500,000.0000 3,500,000.00 0.280 980,000.00 0.280 980,000.00 61 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 0.000 0.00 62 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.000 0.00 63 BRIDGE REMOVAL, LOCATION D LS 200,000.0000 200,000.00 0.050 10,000.00 64 BRIDGE REMOVAL, LOCATION E LS 600,000.0000 600,000.00 0.000 0.00 65 BRIDGE REMOVAL, LOCATION F LS 700,000.0000 700,000.00 0.000 0.00 66 BRIDGE REMOVAL, LOCATION G LS 100,000.0000 100,000.00 0.000 0.00 67 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 0.000 0.00 68 BRIDGE REMOVAL, LOCATION I LS 500,000.0000 500,000.00 0.000 0.00 69 BRIDGE REMOVAL, LOCATION J LS 100,000.0000 100,000.00 0.000 0.00 70 BRIDGE REMOVAL, LOCATION M (STAGE 1) LS 500,000.0000 500,000.00 0.050 25,000.00 0.900 450,000.00 71 BRIDGE REMOVAL, LOCATION M (STAGE 2) LS 1750,000.0000 1,750,000.00 0.000 0.00 72 BRIDGE REMOVAL, LOCATION M (STAGE 3) LS 1000,000.0000 1,000,000.00 0.000 0.00 73 BRIDGE REMOVAL,LOCATION M (STAGE 4) LS 1000,000.0000 1,000,000.00 0.000 0.00 74 BRIDGE REMOVAL, LOCATION M (STAGE 5) LS 2000,000.0000 2,000,000.00 0.020 40,000.00 0.020 40,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION N LS 100,000.0000 100,000.00 0.000 0.00 76 BRIDGE REMOVAL (PORTION), LOCATION O LS 30,000.0000 30,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION K LS 5,000.0000 5,000.00 0.000 0.00 78 BRIDGE REMOVAL (PORTION), LOCATION L LS 500,000.0000 500,000.00 0.000 0.00 79 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.550 13,750.00 80 ROADWAY EXCAVATION (TYPE NH) CY 79.5000 458,715.00 0.000 0.00 81 ROADWAY EXCAVATION (TYPE NRH) CY 86.6000 803,648.00 981.000 84,954.60 82 ROADWAY EXCAVATION (TYPE RH) CY 280.0000 280,000.00 0.000 0.00 83 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 37.0000 175,380.00 0.000 0.00 84 STRUCTURE EXCAVATION (UTILITY TRENCH) CY 13.0000 33,280.00 0.000 0.00 85 STRUCTURE EXCAVATION, TYPE NH CY 170.0000 88,060.00 10.460 1,778.20 204.460 34,758.20 F) 86 STRUCTURE EXCAVATION, TYPE NH CY 51.0000 15,300.00 0.000 0.00 RETAINING WALL 87 STRUCTURE EXCAVATION, TYPE DNH CY 61.0000 6,222.00 0.000 0.00 F) RETAINING WALL 88 STRUCTURE EXCAVATION (RETAINING WALL CY 129.0000 55,470.00 0.000 0.00 TYPE NRH) 89 STRUCTURE EXCAVATION, TYPE NRH CY 230.0000 310,040.00 83.740 19,260.20 493.740 113,560.20 F) 90 STRUCTURE EXCAVATION, TYPE DNRH CY 314.0000 1,664,514.00 28.540 8,961.56 321.420 100,925.88 F) 91 STRUCTURE EXCAVATION, TYPE DNH CY 53.0000 202,513.00 9.910 525.23 305.990 16,217.47 F) 92 STRUCTURE EXCAVATION, TYPE RH CY 1,050.0000 165,900.00 57.000 59,850.00 63.000 66,150.00 F) 93 STRUCTURE EXCAVATION, TYPE DNRH CY 2,600.0000 135,200.00 0.000 0.00 F) RETAINING WALL 94 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 392.0000 168,560.00 387.000 151,704.00 F) TYPE DNRH 95 STRUCTURE EXCAVATION (16"-42") PILING CY 89.0000 183,785.00 80.700 7,182.30 166.710 14,837.19 F) TYPE DNH 96 STRUCTURE EXCAVATION (60"-84") PILING CY 90.0000 628,740.00 419.180 37,726.20 1,039.090 93,518.10 F) TYPE DNH 97 STRUCTURE EXCAVATION (90"-108") PILING CY 89.5000 1,030,503.00 612.560 54,824.12 3,633.950 325,238.53 F) TYPE DNH 98 STRUCTURE EXCAVATION (16"-42") PILING CY 199.0000 32,238.00 2.000 398.00 F) TYPE DNRH 99 STRUCTURE EXCAVATION (60"-84") PILING CY 366.0000 404,796.00 27.720 10,145.52 67.720 24,785.52 F) TYPE DNRH 00 STRUCTURE EXCAVATION (90"-108") PILING CY 379.0000 326,698.00 44.470 16,854.13 1,065.310 403,752.49 F) TYPE DNRH 01 STRUCTURE EXCAVATION (60"-84") PILING CY 2,250.0000 9,000.00 0.000 0.00 F) TYPE DRH 02 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 495,330.00 24.000 2,280.00 102.120 9,701.40 F) 03 STRUCTURE BACKFILL (RETAINING WALL) CY 53.0000 55,385.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PERVIOUS BACKFILL MATERIAL (RETAINING CY 216.0000 10,152.00 0.000 0.00 WALL) 05 SAND BACKFILL CY 568.0000 31,240.00 0.000 0.00 06 LEAN CONCRETE BACKFILL CY 684.0000 99,180.00 50.000 34,200.00 F) 07 CLASS A CONCRETE BACKFILL CY 130.0000 6,500.00 50.000 6,500.00 F) 08 DITCH EXCAVATION CY 123.0000 13,530.00 0.000 0.00 09 EARTH RETAINING STRUCTURE, LOCATION A SQFT 150.0000 457,500.00 0.000 0.00 F) 10 EARTH RETAINING STRUCTURE, LOCATION B SQFT 150.0000 427,500.00 0.000 0.00 F) 11 EARTH RETAINING STRUCTURE, LOCATION C SQFT 150.0000 759,000.00 0.000 0.00 F) 12 IMPORTED BORROW CY 16.0000 107,360.00 524.000 8,384.00 13 LIGHTWEIGHT EMBANKMENT MATERIAL CY 205.0000 184,500.00 0.000 0.00 (CELLULAR CONCRETE) 14 IMPORTED TOPSOIL CY 22.5000 360,000.00 0.000 0.00 S) 15 EROSION CONTROL (MULCH) CY 25.0000 62,500.00 0.000 0.00 S) 16 STRAW (EROSION CONTROL) TON 500.0000 1,250.00 0.000 0.00 S) 17 FIBER (EROSION CONTROL) LB 1.5000 525.00 0.000 0.00 S) 18 FIBER ROLLS LF 2.0000 9,600.00 0.000 0.00 S) 19 COMPOST (EROSION CONTROL) LB 2.0000 2,400.00 0.000 0.00 S) 20 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 0.000 0.00 S) 21 PURE LIVE SEED (EROSION CONTROL) LB 20.0000 3,000.00 0.000 0.00 S) 22 STABILIZING EMULSION (EROSION CONTROL) LB 2.0000 400.00 0.000 0.00 S) 23 4" SUPPLY LINE (BRIDGE) LF 28.0000 33,600.00 0.000 0.00 24 6" SUPPLY LINE (BRIDGE) LF 121.0000 145,200.00 0.000 0.00 25 8" CORRUGATED HIGH DENSITY LF 32.0000 18,240.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 26 10" CORRUGATED HIGH DENSITY LF 39.0000 7,020.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 27 CLASS 4 AGGREGATE SUBBASE CY 44.0000 342,320.00 69.540 3,059.76 28 CLASS 3 AGGREGATE BASE CY 62.0000 323,640.00 0.000 0.00 29 ASPHALT TREATED PERMEABLE BASE CY 101.0000 151,500.00 0.000 0.00 30 ASPHALT CONCRETE (TYPE A) TON 81.0000 1,624,050.00 290.000 23,490.00 PROGRAM CAS145 PAGE 6 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 27.0000 30,510.00 0.000 0.00 AREA) 32 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 3.0000 1,290.00 0.000 0.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 3.0000 2,190.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.0000 1,500.00 229.000 687.00 35 DRILLED HOLE (24") LF 240.0000 223,200.00 930.000 223,200.00 36 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 17,970.00 176.000 5,280.00 S) 37 20" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 15,200.00 0.000 0.00 S) 38 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 75.0000 76,350.00 0.000 0.00 S) 39 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,732,500.00 0.000 0.00 S) 40 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 165.0000 475,695.00 241.100 39,781.50 402.900 66,478.50 S) 41 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 523,350.00 383.000 172,350.00 S) 42 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,280,500.00 479.000 239,500.00 806.000 403,000.00 S) 43 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 740.0000 2,292,520.00 0.000 0.00 S) 44 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 870.0000 3,206,820.00 396.800 345,216.00 792.800 689,736.00 S) 45 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 2,887,000.00 20.000 20,000.00 878.000 878,000.00 S) 46 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 615,000.00 296.000 444,000.00 S) PILING 47 30" CAST-IN-DRILLED-HOLE CONCRETE LF 142.0000 12,780.00 0.000 0.00 S) PILING (ROCK SOCKET) 48 72" CAST-IN-DRILLED-HOLE CONCRETE LF 808.0000 357,944.00 0.000 0.00 S) PILING (ROCK SOCKET) 49 84" CAST-IN-DRILLED-HOLE CONCRETE LF 1,093.0000 91,812.00 0.000 0.00 S) PILING (ROCK SOCKET) 50 90" CAST-IN-DRILLED-HOLE CONCRETE LF 1,264.0000 350,128.00 0.000 0.00 S) PILING (ROCK SOCKET) 51 96" CAST-IN-DRILLED-HOLE CONCRETE LF 1,412.0000 1,486,836.00 47.900 67,634.80 415.900 587,250.80 S) PILING (ROCK SOCKET) 52 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,798.0000 1,569,654.00 350.000 629,300.00 S) PILING (ROCK SOCKET) 53 36" CAST-IN-DRILLED-HOLE CONCRETE LF 215.0000 10,750.00 0.000 0.00 S) PILING (ROCK SOCKET) 54 36" PERMANENT STEEL CASING LF 200.0000 350,000.00 0.000 0.00 S) 55 42" PERMANENT STEEL CASING LF 240.0000 124,800.00 70.000 16,800.00 175.000 42,000.00 S) 56 90" PERMANENT STEEL CASING LF 600.0000 758,400.00 0.000 0.00 S) 57 96" PERMANENT STEEL CASING LF 800.0000 998,400.00 83.200 66,560.00 135.200 108,160.00 S) PROGRAM CAS145 PAGE 7 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 102" PERMANENT STEEL CASING LF 900.0000 381,600.00 424.000 381,600.00 S) 59 FURNISH PILING (CLASS 70) LF 25.0000 6,675.00 267.000 6,675.00 60 DRIVE PILE (CLASS 70) EA 6,900.0000 55,200.00 8.000 55,200.00 S) 61 STEEL SOLDIER PILE (W18 X 76) LF 41.0000 35,875.00 875.000 35,875.00 F) 62 FURNISH 36" CAST-IN-STEEL SHELL LF 50.0000 128,750.00 0.000 0.00 CONCRETE PILING 63 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 5,500.0000 192,500.00 0.000 0.00 S) PILE 64 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2200,000.0000 2,200,000.00 0.070 154,000.00 0.220 484,000.00 S) 65 PRESTRESSING (LOCATION A) LS 3,000.0000 3,000.00 0.000 0.00 S) 66 PRESTRESSING (LOCATION B) LS 43,000.0000 43,000.00 0.000 0.00 S) 67 PRESTRESSING (LOCATION C) LS 589,000.0000 589,000.00 0.000 0.00 S) 68 PRESTRESSING (LOCATION D) LS 10,200.0000 10,200.00 0.000 0.00 69 TIEDOWN ANCHOR EA 6,900.0000 420,900.00 0.000 0.00 S) 70 CATHODIC PROTECTION LS 30,000.0000 30,000.00 0.000 0.00 71 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 229.0000 542,501.00 174.000 39,846.00 541.000 123,889.00 F) 72 STRUCTURAL CONCRETE, BRIDGE CY 378.0000 26,205,228.00 1,056.620 399,402.36 3,734.490 1,411,637.22 F) 73 STRUCTURAL CONCRETE, RETAINING WALL CY 437.0000 265,696.00 0.000 0.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB CY 441.0000 128,331.00 0.000 0.00 F) (TYPE N) 75 CLASS B CONCRETE (BACKFILL) CY 147.0000 49,980.00 0.000 0.00 76 CLASS D CONCRETE (BACKFILL) CY 129.0000 8,256.00 0.000 0.00 77 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 147,750.00 0.000 0.00 F) 78 SAN FRANCISCO MANHOLE EA 5,700.0000 17,100.00 0.000 0.00 S) 79 SAN FRANCISCO STORM WATER INLET EA 3,000.0000 6,000.00 0.000 0.00 S) 80 ARCHITECTURAL SURFACE (FIRST STREET SQFT 128.0000 353,280.00 0.000 0.00 RETAINING WALL) 81 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 22.0000 6,600.00 0.000 0.00 NO. 2) 82 ARCHITECTURAL SURFACE (RETAINING WALL SQFT 10.0000 16,600.00 0.000 0.00 NO. 3) 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 DRILL AND BOND DOWEL LF 10.0000 144,900.00 301.000 3,010.00 1,774.000 17,740.00 PROGRAM CAS145 PAGE 8 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 25.0000 52,800.00 156.000 3,900.00 271.000 6,775.00 86 ROCK ANCHOR EA 91.0000 5,096.00 0.000 0.00 87 SPIN-LOCK CONCRETE ANCHORS LS 170,000.0000 170,000.00 0.000 0.00 S) 88 CORE CONCRETE (3") LF 90.0000 9,900.00 0.000 0.00 S) 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 CORE CONCRETE (8") & GROUT STEEL PIPE LF 181.0000 11,222.00 0.000 0.00 S) 91 CORE CONCRETE (3 1/2") LF 30.0000 21,150.00 0.000 0.00 S) 92 CORE CONCRETE (5") LF 100.0000 400.00 0.000 0.00 S) 93 CORE CONCRETE (1") & PRESSURE LF 60.0000 7,200.00 0.000 0.00 S) GROUT DOWEL 94 CORE CONCRETE (1 1/2") LF 30.0000 19,050.00 0.000 0.00 S) 95 CORE CONCRETE (1 1/2") & PRESSURE LF 33.0000 52,206.00 0.000 0.00 S) GROUT DOWEL 96 CORE CONCRETE (1 3/4") LF 20.0000 4,860.00 105.000 2,100.00 105.000 2,100.00 S) 97 CORE CONCRETE (2") & PRESSURE LF 30.0000 87,900.00 0.000 0.00 S) GROUT DOWEL 98 CORE CONCRETE (2 1/2") LF 90.0000 10,260.00 0.000 0.00 S) 99 REPLACE BEARING EA 27,400.0000 54,800.00 0.000 0.00 00 PTFE SPHERICAL BEARING EA 3,150.0000 396,900.00 0.000 0.00 S) 01 GROUT CY 500.0000 26,000.00 0.000 0.00 02 JOINT SEAL (MR 1/2") LF 26.0000 8,528.00 0.000 0.00 03 JOINT SEAL (MR = 1") LF 28.0000 6,944.00 0.000 0.00 S) 04 JOINT SEAL (TYPE B-MR 1 1/2") LF 60.0000 3,060.00 0.000 0.00 S) 05 JOINT SEAL (MR = 2") LF 60.0000 3,600.00 0.000 0.00 S) 06 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,040.00 0.000 0.00 S) 07 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 26,280.00 0.000 0.00 S) 08 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 185.0000 36,075.00 0.000 0.00 S) 09 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 14,400.00 0.000 0.00 S) 10 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 188.0000 98,700.00 0.000 0.00 S) 11 JOINT SEAL ASSEMBLY (MR 5") LF 410.0000 78,310.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 580.0000 32,480.00 0.000 0.00 S) 13 JOINT SEAL ASSEMBLY (MR 6") LF 460.0000 83,720.00 0.000 0.00 S) 14 JOINT SEAL (TYPE AL) LF 12.0000 4,332.00 0.000 0.00 15 JOINT SEAL ASSEMBLY (MR 7") LF 580.0000 21,460.00 0.000 0.00 S) 16 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 15,767,950.00 633,415.700 316,707.85 3,352,867.100 1,676,433.55 SF) 17 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 25,695.60 0.000 0.00 SF) 18 HEADED BAR REINFORCEMENT EA 3.0000 114,108.00 6.000 18.00 SF) 19 SHOTCRETE CY 534.0000 29,370.00 52.250 27,901.50 F) 20 ASPHALT MEMBRANE WATERPROOFING SQFT 10.0000 3,100.00 0.000 0.00 F) 21 COLUMN CASING LB 4.0000 916,000.00 0.000 0.00 SF) 22 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.9700 3,126,981.00 0.000 0.00 SF) 23 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2300 365,079.00 0.000 0.00 SF) 24 ISOLATION CASING LB 3.8100 1,525,143.00 63,648.000 242,498.88 SF) 25 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 321,475.00 0.000 0.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,295.00 0.000 0.00 SF) 27 METAL (RAIL MOUNTED SIGN) LB 4.3000 29,326.00 0.000 0.00 S) 28 ROADSIDE SIGN - ONE POST EA 418.0000 19,228.00 0.000 0.00 S) 29 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 0.000 0.00 S) 30 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 465.0000 4,185.00 0.000 0.00 METHOD) 31 INSTALL SELF ADHESIVE SIGN PANEL EA 1,084.0000 21,680.00 0.000 0.00 SF) 32 INSTALL SIGN PANEL ON EXISTING STRUCTURE SQFT 8.0000 4,680.00 0.000 0.00 SF) 33 TREATED LUMBER AND TIMBER MFBM 5,500.0000 66,000.00 0.000 0.00 F) 34 CLEAN AND PAINT STRUCTURAL STEEL LS 750,000.0000 750,000.00 0.000 0.00 S) 35 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 65.0000 9,360.00 0.000 0.00 SF) 36 WORK AREA MONITORING LS 36,000.0000 36,000.00 0.000 0.00 37 12" ALTERNATIVE PIPE CULVERT LF 113.0000 150,290.00 0.000 0.00 38 18" ALTERNATIVE PIPE CULVERT LF 192.0000 458,880.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 36" CORRUGATED STEEL PIPE (.109" THICK) LF 133.0000 1,197.00 0.000 0.00 40 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 95.0000 5,130.00 0.000 0.00 (.109" THICK) 41 GRATED LINE DRAIN LF 91.0000 7,553.00 0.000 0.00 42 3" WELDED STEEL PIPE CLEANOUT EA 1,020.0000 2,040.00 0.000 0.00 43 6" WELDED STEEL PIPE (.134" THICK) LF 93.0000 15,810.00 0.000 0.00 44 10" VITRIFIED CLAY PIPE LF 205.0000 16,810.00 0.000 0.00 S) 45 12" VITRIFIED CLAY PIPE LF 191.0000 18,336.00 0.000 0.00 S) 46 18" VITRIFIED CLAY PIPE LF 260.0000 67,600.00 0.000 0.00 S) 47 MINOR CONCRETE (DITCH LINING) CY 394.0000 25,216.00 0.000 0.00 48 MINOR CONCRETE (MISCELLANEOUS CY 315.0000 220,500.00 2.500 787.50 CONSTRUCTION) 49 MINOR CONCRETE (GUTTER) LF 12.0000 3,996.00 0.000 0.00 F) 50 MISCELLANEOUS IRON AND STEEL LB 0.6000 12,118.80 0.000 0.00 SF) 51 MISCELLANEOUS METAL LB 3.4000 266,900.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 52 MISCELLANEOUS METAL LB 6.2000 159,340.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 53 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 2,166,766.00 17,000.000 59,500.00 37,302.000 130,557.00 SF) 54 BRIDGE DECK DRAINAGE SYSTEM LB 4.8000 402,672.00 0.000 0.00 SF) 55 CLOCK TOWER SCREEN LF 478.0000 57,360.00 0.000 0.00 F) 56 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 56,000.00 0.000 0.00 S) 57 16' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 0.000 0.00 S) 58 20' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 5,000.00 0.000 0.00 S) 59 24' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 0.000 0.00 S) 60 DELINEATOR (CLASS 1) EA 30.0000 4,800.00 0.000 0.00 61 METAL BEAM GUARD RAILING LF 20.0000 15,600.00 80.000 1,600.00 S) 62 CONCRETE BARRIER (TYPE 27) LF 111.0000 65,157.00 0.000 0.00 F) 63 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 41.0000 24,067.00 0.000 0.00 F) 64 CABLE RAILING LF 25.0000 8,325.00 0.000 0.00 F) 65 TERMINAL SYSTEM (TYPE ET) EA 300.0000 2,700.00 2.000 600.00 S) PROGRAM CAS145 PAGE 11 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TERMINAL SYSTEM (TYPE SRT) EA 300.0000 1,800.00 0.000 0.00 S) 67 CRASH CUSHION (ADIEM) EA 3,000.0000 36,000.00 0.000 0.00 S) 68 CONCRETE BARRIER (TYPE 60) LF 55.0000 237,600.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 60A) LF 48.0000 84,480.00 0.000 0.00 70 CONCRETE BARRIER (TYPE 60C) LF 52.0000 90,116.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 60D) LF 18.0000 6,948.00 0.000 0.00 F) 72 CONCRETE BARRIER (TYPE 732) LF 75.0000 102,450.00 0.000 0.00 F) 73 CONCRETE BARRIER (TYPE 732 MOD) LF 55.0000 1,408,935.00 631.000 34,705.00 F) 74 CONCRETE BARRIER LF 207.0000 9,315.00 0.000 0.00 F) (ANCHORAGE RECONSTRUCTION) 75 CONCRETE BARRIER (TYPE 732A) LF 59.0000 5,664.00 0.000 0.00 F) 76 CONCRETE BARRIER (TYPE 736A) LF 57.0000 12,597.00 0.000 0.00 SF) 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 19,150.00 0.000 0.00 S) 78 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 240.00 0.000 0.00 S) 79 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,200.00 0.000 0.00 S) 80 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,885.00 0.000 0.00 S) (BROKEN 12-3) 81 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 34,800.00 0.000 0.00 S) 82 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 20,200.00 0.000 0.00 S) (BROKEN 17-7) 83 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 7,110.00 0.000 0.00 S) 84 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 480.00 0.000 0.00 S) TYPE C) 85 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 800.00 0.000 0.00 S) TYPE D) 86 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 4,350.00 0.000 0.00 S) TYPE G) 87 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 1,800.00 0.000 0.00 S) TYPE H) 88 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.000 0.00 S) 89 LIGHTING (PARKING LOT) LS 175,000.0000 175,000.00 0.027 4,725.00 0.027 4,725.00 S) 90 LIGHTING AND SIGN ILLUMINATION LS 415,000.0000 415,000.00 0.076 31,540.00 0.101 41,915.00 S) 91 LIGHTING AND SIGN ILLUMINATION LS 1500,000.0000 1,500,000.00 0.068 102,000.00 0.068 102,000.00 S) (STAGE CONSTRUCTION) 92 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 TRAFFIC OPERATIONS SYSTEM LS 550,000.0000 550,000.00 0.131 72,050.00 0.184 101,200.00 S) 94 MICROWAVE VEHICLE DETECTION SENSOR EA 11,200.0000 280,000.00 0.000 0.00 S) (MVDS) TYPE A 95 MICROWAVE VEHICLE DETECTION SENSOR EA 9,200.0000 46,000.00 0.000 0.00 S) (MVDS) TYPE B 96 TRAFFIC OPERATIONS SYSTEM LS 600,000.0000 600,000.00 0.178 106,800.00 0.178 106,800.00 S) (STAGE CONSTRUCTION) 97 CAMERA UNIT EA 7,500.0000 7,500.00 0.000 0.00 S) 98 PAN/TILT UNIT EA 1,500.0000 1,500.00 0.000 0.00 S) 99 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 60,000.0000 60,000.00 0.000 0.00 S) LOCATION 1 00 SIGNAL & LIGHTING (CITY STREET) MODIFY LS 90,000.0000 90,000.00 0.000 0.00 S) LOCATION 2 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 BRIDGE REMOVAL (PORTION), LOCATION P LS 100,000.0000 100,000.00 0.000 0.00 03 REFINISH BRIDGE DECK SQFT 15.0000 12,510.00 0.000 0.00 04 ISOLATION JOINT CASING EA 142,600.0000 1,711,200.00 0.000 0.00 05 PERMEABLE MATERIAL (BRIDGE) CY 50.0000 14,250.00 0.000 0.00 06 8" PERFORATED STEEL PIPE UNDERDRAIN LF 27.0000 16,200.00 0.000 0.00 (0.064" THICK) 07 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 08 STRUCTURE EXCAVATION (TYPE DRH) CY 579.0000 10,422.00 0.000 0.00 09 NEOPRENE JOINT SEAL LF 20.0000 1,620.00 0.000 0.00 10 FURNISH POLYESTER CONCRETE CF 25.0000 675.00 0.000 0.00 11 PLACE POLYESTER CONCRETE SQFT 15.0000 2,430.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0435V4 TIME 09:04 AM ESTIMATE NO. 09 BID OPENING 11/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: ROZGAY DEANNA DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,130,162.47 19,019,389.00 ADJUSTMENT OF COMPENSATION -563,728.00 7,352,892.69 EXTRA WORK 100,748.32 255,670.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,667,182.79 26,627,951.89 12 MOBILIZATION LS 8000,000.0000 18,000,000.00 0.750 13,500,000.00 ORIGINAL CONTRACT AMOUNT 177,878,840.40 TOTAL WORK COMPLETED 3,667,182.79 40,127,951.89 MATERIALS ON HAND ON SITE 3,624,662.17 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -800.00 -159,886.97 TOTAL 3,666,382.79 43,592,727.09 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 312 MOBILIZATION 17,787,884.04 18,000,000.00 212,115.96 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 06/16/03 1824 06/07/03 00/00/00 06/03/08 260 0 0 0 22% 14% PROGRESS IS SATISFACTORY ROZGAY DEANNA RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/23/04