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 03/25/02 EST. NO.16 TIME 01:11 PM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- 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 1512 1,147.95 E.W. @ F.A.(+) 011102 N 749 0 1515 2,961.55 011102 N 773 0 1516 967.78 012802 N 865 0 1516-1 -967.78 012802 N 865 0 DAO CORRECTING ENTRY 1516-2 974.10 012802 N 865 0 DAO CORRECTING ENTRY 1602 1,500.02 021102 N 943 0 1602-1 -1,500.02 021102 N 943 0 DAO CORRECTING ENTRY 1602-2 1,568.08 021102 N 943 0 DAO CORRECTING ENTRY 1603 589.58 022102 N 999 0 9032 460.27 010402 N 0699 0 9033 154.85 122701 N 0705.0 9034 46.34 122701 N 0704.0 9037 209.46 012302 N 0782.0 9038 1,991.04 012302 N 0781.0 9039 668.60 012202 N 0780.0 9040 235.66 012202 N 0779.0 9041 220.96 012102 N 0778.0 9042 151.07 011402 N 0777.0 9044 85.58 020702 N 0928 0 9048 376.98 012902 N 0888.0 9050 1,121.35 012802 N 0886.0 9051 261.52 083101 N 0885.0 9055 2,541.77 020702 N 0899.0 9057 2,474.33 020502 N 0897.0 9058 418.92 020102 N 0894.0 9060 1,322.08 021102 N 0940 0 003 1650 999.99 E.W. @ F.A.(+) 120601 N 944 0 006 1511 612.11 E.W. @ F.A.(+) 012502 N 866 0 1512 8,246.82 021502 N 1000 0 007 1404 58.39 E.W. @ F.A.(+) 012502 N 0784.0 1405 1,092.00 013002 N 0877 0 1406 46.65 012902 N 0902.0 1409 4,984.05 E.W. @ L.S.(+) 031902 N 1021 0 008 1532 736.67 E.W. @ F.A.(+) 020902 N 855 0 1533 147.33 020902 N 856 0 1534 736.67 021002 N 857 0 1535 147.33 021002 N 858 0 1536 736.67 021102 N 859 0 1537 147.33 021102 N 860 0 1538 736.67 021202 N 861 0 1539 147.33 021202 N 862 0 1540 147.33 021302 N 863 0 1541 147.33 021402 N 864 0 1542 147.33 021502 N 869 0 1543 147.33 021602 N 870 0 1544 147.33 021702 N 871 0 1545 147.33 021802 N 872 0 1546 147.33 021902 N 873 0 1547 147.33 022002 N 879 0 1548 229.37 022102 N 880 0 1549 294.66 022202 N 881 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 03/25/02 EST. NO.16 TIME 01:11 PM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1550 294.66 022302 N 882 0 1551 294.66 022402 N 883 0 1552 294.66 022502 N 883 0 1553 294.66 022602 N 933 0 1554 294.66 022702 N 934 0 1555 294.66 022802 N 935 0 1556 294.66 030102 N 936 0 1557 264.52 030202 N 937 0 7208 204.37 012502 N 0788.0 7209 157.09 012402 N 0787.0 7210 58.39 012202 N 0786.0 7211 220.96 011802 N 0785.0 7240 113.15 013102 N 0904.0 7241 145.98 013002 N 0903.0 010 1521 954.50 E.W. @ F.A.(+) 122001 N 774 0 015 0003 38,620.72 E.W. @ L.S.(+) 031902 N 1022 0 018 1601 957.94 E.W. @ F.A.(+) 122001 N 000586 1605 1,794.78 121901 N 1001 0 7199 376.03 011702 N 0802.0 7200 1,071.30 011702 N 0801.0 7201 187.14 011702 N 0800.0 7202 310.64 011602 N 0799.0 7203 723.32 011502 N 0798.0 7204 1,169.92 011402 N 0797.0 7205 493.32 011102 N 0796.0 7206 527.57 011002 N 0795.0 7207 1,971.62 010902 N 0794.0 7208 1,023.92 010802 N 0793.0 7209 618.97 010702 N 0792.0 7210 276.45 010301 N 0791.0 7211 154.85 122701 N 0790.0 7212 139.40 122601 N 0789.0 7213 487.48 012202 N 0804.0 7214 494.94 011802 N 0803.0 7215 619.83 013102 N 0906.0 019 0003 113.19 E.W. @ F.A.(+) 100201 N 0708.0 0004 348.73 092701 N 0707.0 1400 3,740.15 013002 N 931 0 1620 1,758.90 100101 N 949 0 022 0001 43,788.65 E.W. @ L.S.(+) 031902 N 1023 0 029 0001 807.77 E.W. @ F.A.(+) 122701 N 0711.0 0002 1,082.83 122601 N 0710.0 0003 1,063.07 121201 N 0709.0 0004 1,786.85 010402 N 0712.0 0007 514.07 010702 N 0805.0 1512 3,158.14 011202 N 775 0 1513 1,422.50 011802 N 867 0 035 1691 239.21 E.W. @ F.A.(+) 080901 N 0324.0 1692 466.17 080801 N 0323.0 1693 137.06 080701 N 0322.0 1694 341.85 080301 N 0321.0 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 03/25/02 EST. NO.16 TIME 01:11 PM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1695 279.69 073001 N 0320.0 1696 186.47 072601 N 0319.0 4787 2,153.32 100401 N 400 0 4797 1,104.59 101601 N 0596 0 4798 1,020.42 101701 N 0597 0 4799 525.05 102701 N 0598 0 4811 47.95 071101 N 0806.0 4812 596.12 020102 N 0878 0 036 1511 1,461.97 E.W. @ F.A.(+) 021302 N 1003 0 047 1412 4,871.06 E.W. @ F.A.(+) 090501 N 1004 0 055 1321 151.07 E.W. @ F.A.(+) 011702 N 0810.0 1324 161.63 011402 N 0807.0 068 0001 16,954.00 A.C. @ L.S.(+) 031902 N 1026 0 070 0001 816.20 A.C. @ L.S.(+) 031902 N 1027 0 072 0001 569.66 E.W. @ F.A.(+) 021302 N 0941 0 1511 3,758.11 021402 N 932 0 080 1516 343.20 E.W. @ F.A.(+) 120301 N 834 0 1517 2,846.22 121001 N 835 0 1518 2,015.02 121101 N 748 0 9040 485.12 012702 N 0854.0 9041 391.21 012602 N 0827.0 9042 125.99 012502 N 0826.0 9043 85.89 012502 N 0825.0 9044 85.89 012402 N 0824.0 9045 85.89 012302 N 0823.0 9046 85.89 012202 N 0822.0 9047 391.21 012002 N 0821.0 9048 391.21 011902 N 0820.0 9049 85.89 011802 N 0819.0 9050 85.89 011702 N 0818.0 9051 85.89 011602 N 0817.0 9052 85.89 011502 N 0816.0 9053 85.89 011402 N 0815.0 9054 85.89 011102 N 0814.0 9056 485.12 021002 N 0924.0 9057 386.79 020902 N 0923.0 9058 80.06 020802 N 0922.0 9059 455.82 020802 N 0921.0 9060 80.06 020702 N 0920.0 9061 80.06 020602 N 0919.0 9062 80.06 020502 N 0918.0 9063 80.06 020402 N 0917.0 9064 485.12 020302 N 0916.0 9065 391.21 020202 N 0915.0 9066 80.06 020102 N 0914.0 9067 80.06 013102 N 0913.0 9068 80.06 013002 N 0912.0 9069 80.06 012902 N 0911.0 9070 80.06 012802 N 0910.0 083 0002 172.71 E.W. @ F.A.(+) 010902 N 0768 0 0003 902.65 011002 N 0769 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 03/25/02 EST. NO.16 TIME 01:11 PM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0004 207.25 011602 N 0770 0 0005 335.26 012102 N 0771 0 0006 335.26 012202 N 0772 0 0008 193.84 012302 N 0831.0 0009 519.83 011602 N 0830.0 0010 190.42 012402 N 0832.0 0011 346.55 011502 N 0829.0 1510 174.45 122101 N 703 0 1511 428.43 121801 N 776 0 1512 538.07 011402 N 868 0 208,086.35 TOTAL THIS ESTIMATE 1,026,333.51 TOTAL PREVIOUS ESTIMATE 1,234,419.86 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 03/25/02 EST. NO.16 TIME 01:11 PM R.E. NAME: RIVERA, MAURICIO 04-013054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FORCE ACCOUNT ADJUST -5,114.25 06 FORCE ACCOUNT ADJUST 5,114.25 09 SAND EQUIT FOR AGGRA -635.47 11 750 CIDH PILES VIAB4 -132.00 11 0.00 -767.47 TOTAL DEDUCTIONS 0.00 -767.47 PROGRAM CAS145 PAGE 1 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-12.7/13.8 ----------------------- 04-SOL-80-0.3/2.2 C.C.MYERS, INC. IN CONTRA COSTA AND SOLANO COUNTIES P.O.BOX 2948 IN CROCKETT AND VALLEJO FROM OLEUM RANCHO CORDOVA, 95741-2948 REFINERY ROAD UNDERCROSSING TO CARQUINEZ BRIDGE TOLL PLAZA FED. AID NO. N O N E SEISMIC AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 002 ELECTRONIC MOBILE DAILY DAIRY LS 10,000.0000 10,000.00 0.036 360.00 0.108 1,080.00 COMPUTER SYSTEM DATA DELIVERY 003 TIME-RELATED OVERHEAD LS 3500,000.0000 3500,000.00 0.032 112,000.00 0.524 1,834,000.00 004 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.104 832.00 0.590 4,720.00 005 NON-STORM WATER DISCHARGE LS 1250,000.0000 1250,000.00 0.147 183,750.00 006 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.040 2,000.00 0.532 26,600.00 008 TEMPORARY SILT FENCE M 5.0000 3,100.00 2,588.470 12,942.35 009 TEMPORARY COVER M2 5.0000 5,000.00 2,482.750 12,413.75 010 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 21,900.00 63.000 18,900.00 011 TEMPORARY EROSION CONTROL M2 0.5000 13,450.00 6,070.000 3,035.00 63,320.000 31,660.00 012 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 10,000.00 9.000 9,000.00 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 014 TEMPORARY ROCK BAG BARRIER M 50.0000 8,000.00 68.000 3,400.00 015 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 0.047 1,175.00 0.474 11,850.00 016 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.733 10,995.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.032 4,000.00 0.522 65,250.00 (S) 018 TYPE III BARRICADE EA 55.0000 1,100.00 39.000 2,145.00 (S) 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 245.00 18.510 129.57 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 10,244.00 7,074.950 4,598.72 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,625.00 18.000 630.00 116.000 4,060.00 022 TEMPORARY PAVEMENT MARKER EA 3.5000 26,355.00 2,829.000 9,901.50 PROGRAM CAS145 PAGE 2 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 8.000 120,000.00 (S) 024 TEMPORARY RAILING (TYPE K) M 23.0000 253,920.00 85.400 1,964.20 3,452.200 79,400.60 025 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 14.000 2,800.00 026 ABANDON CULVERT EA 350.0000 7,000.00 3.000 1,050.00 11.000 3,850.00 027 REMOVE FENCE M 10.0000 2,600.00 34.500 345.00 279.870 2,798.70 028 REMOVE METAL BEAM GUARD RAILING M 16.0000 480.00 91.500 1,464.00 029 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 9,800.00 490.000 9,800.00 030 REMOVE PAINTED TRAFFIC STRIPE M 1.6500 15,015.00 2,401.800 3,962.97 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 5,389.00 1,953.800 3,321.46 032 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 770.00 0.000 0.00 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.2500 3,542.50 0.000 0.00 034 REMOVE YELLOW THERMOPLASTIC M 3.3000 528.00 0.000 0.00 TRAFFIC STRIPE 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.0000 189.00 0.000 0.00 036 REMOVE PAVEMENT MARKER EA 1.5000 14,580.00 2,843.000 4,264.50 037 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 1,600.00 18.000 1,440.00 038 REMOVE ROADSIDE SIGN EA 30.0000 600.00 11.000 330.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 1.000 2,500.00 040 REMOVE CULVERT M 33.0000 3,795.00 122.000 4,026.00 041 REMOVE INLET EA 500.0000 11,000.00 1.000 500.00 15.000 7,500.00 042 REMOVE RETAINING WALL M3 100.0000 20,000.00 65.500 6,550.00 93.350 9,335.00 043 REMOVE CONCRETE PAVEMENT M3 35.0000 110,950.00 0.000 0.00 044 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 22,400.00 0.000 0.00 045 REMOVE BASE AND SURFACING M3 32.0000 206,080.00 435.000 13,920.00 046 REMOVE CONCRETE DECK SURFACE M2 50.0000 2,200.00 0.000 0.00 047 SALVAGE FENCE M 20.0000 4,300.00 0.000 0.00 048 SALVAGE METAL BEAM GUARD RAILING M 13.0000 1,040.00 19.050 247.65 049 SALVAGE ROADSIDE SIGN EA 60.0000 420.00 7.000 420.00 PROGRAM CAS145 PAGE 3 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 200.0000 1,800.00 4.000 800.00 051 RELOCATE SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 052 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 053 ADJUST MANHOLE TO GRADE EA 350.0000 350.00 0.000 0.00 054 ADJUST PIPE INLET TO GRADE EA 1,000.0000 4,000.00 1.000 1,000.00 055 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 056 PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 21,700.00 1,701.000 5,953.50 (S) (45 MM MAX) 057 PLANE ASPHALT CONCRETE PAVEMENT M2 4.2500 43,775.00 0.000 0.00 (S) (75 MM MAX) 058 REMOVE CONCRETE M3 80.0000 45,600.00 200.400 16,032.00 395.450 31,636.00 059 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 2,100.00 0.000 0.00 060 CAP INLET EA 750.0000 3,750.00 0.000 0.00 061 BRIDGE REMOVAL, LOCATION A LS 650,000.0000 650,000.00 0.500 325,000.00 0.650 422,500.00 062 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 0.240 132,000.00 0.860 473,000.00 063 BRIDGE REMOVAL, LOCATION C LS 650,000.0000 650,000.00 1.000 650,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION D LS 45,000.0000 45,000.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION), LOCATION E LS 375,000.0000 375,000.00 0.000 0.00 066 SALVAGE CRASH CUSHION EA 750.0000 1,500.00 1.000 750.00 3.000 2,250.00 067 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 068 ROADWAY EXCAVATION M3 10.0000 1375,000.00 3,976.000 39,760.00 39,479.606 394,796.06 069 ROADWAY EXCAVATION (TYPE A) M3 57.0000 526,680.00 10,603.000 604,371.00 070 SHOULDER BACKING STA 1,000.0000 2,000.00 0.000 0.00 071 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 28,480.00 515.450 20,618.00 (F) 072 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 306,180.00 373.800 13,083.00 2,097.700 73,419.50 (F) 073 STRUCTURE EXCAVATION (TYPE DH) M3 360.0000 210,960.00 45.000 16,200.00 289.160 104,097.60 (F) 074 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 44,660.00 104.263 22,937.86 (F) 075 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 40.0000 85,000.00 481.380 19,255.20 (F) 076 SAND BEDDING M3 60.0000 4,560.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 212,030.00 1,092.243 38,228.51 (F) 078 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 35.0000 24,150.00 530.000 18,550.00 (F) 079 SAND BACKFILL M3 65.0000 64,675.00 189.990 12,349.35 269.730 17,532.45 080 LEAN CONCRETE BACKFILL M3 90.0000 96,480.00 682.000 61,380.00 (F) 081 CLASS 1 CONCRETE BACKFILL M3 125.0000 182,500.00 985.000 123,125.00 (F) 082 DITCH EXCAVATION M3 25.0000 175.00 0.000 0.00 083 EARTH RETAINING STRUCTURE M2 390.0000 411,840.00 0.000 0.00 (F) 084 IMPORTED MATERIAL (SHOULDER BACKING) M3 40.0000 1,080.00 31.400 1,256.00 085 GEOGRID M2 2.0000 39,600.00 0.000 0.00 086 HIGHWAY PLANTING LS 30,000.0000 30,000.00 0.000 0.00 (S) 087 IMPORTED TOPSOIL M3 30.0000 136,800.00 0.000 0.00 088 EROSION CONTROL (BLANKET) M2 50.0000 3,900.00 0.000 0.00 089 STRAW (EROSION CONTROL) TONN 550.0000 6,050.00 6.670 3,668.50 6.670 3,668.50 (S) 090 COMPOST (EROSION CONTROL) KG 2.0000 4,320.00 1,406.160 2,812.32 1,406.160 2,812.32 (S) 091 FIBER (EROSION CONTROL) KG 1.5000 1,380.00 657.720 986.58 657.720 986.58 (S) 092 FIBER ROLLS M 20.0000 82,200.00 1,325.810 26,516.20 1,325.810 26,516.20 (S) 093 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 9,450.00 161.310 5,645.85 161.310 5,645.85 (S) 094 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 495.00 204.120 306.18 204.120 306.18 (S) 095 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,740.00 567.000 1,701.00 567.000 1,701.00 (S) 096 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 097 IRRIGATION SYSTEM LS 45,000.0000 45,000.00 0.000 0.00 (S) 098 NPS 1.5 SUPPLY LINE (BRIDGE) M 140.0000 19,600.00 0.000 0.00 099 NPS 4 SUPPLY LINE (BRIDGE) M 70.0000 9,800.00 0.000 0.00 100 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 275.0000 6,050.00 0.000 0.00 101 200 MM CORRUGATED HIGH DENSITY M 100.0000 4,100.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 102 CLASS 4 AGGREGATE SUBBASE M3 31.0000 287,990.00 2,483.670 76,993.77 103 CLASS 3 AGGREGATE BASE M3 44.0000 61,160.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE M3 120.0000 596,400.00 1,677.000 201,240.00 105 ASPHALT TREATED PERMEABLE BASE M3 140.0000 61,600.00 197.000 27,580.00 106 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 4,025.00 0.000 0.00 107 ASPHALT CONCRETE (TYPE A) TONN 50.0000 853,500.00 1,175.930 58,796.50 108 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 77,550.00 583.330 32,083.15 109 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 10,500.00 218.120 5,453.00 AREA) 110 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 5,775.00 1,065.000 3,727.50 111 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 1,260.00 52.000 182.00 112 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 1,225.00 463.000 1,620.50 113 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 66,500.00 20.000 7,000.00 114 CONCRETE PAVEMENT M3 100.0000 961,000.00 3,207.430 320,743.00 115 DRILLED HOLE (750 MM) M 150.0000 98,250.00 365.000 54,750.00 116 DRILLED HOLE (900 MM) M 250.0000 777,000.00 2,350.000 587,500.00 117 DRILLED HOLE (1000 MM) M 150.0000 48,750.00 0.000 0.00 118 FURNISH STEEL PILING (HP 250 X 62) M 35.0000 10,920.00 0.000 0.00 119 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 23,100.00 0.000 0.00 (S) 120 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 252,910.00 0.000 0.00 121 DRIVE STEEL PILE (HP 360 X 174) EA 1,500.0000 180,000.00 0.000 0.00 (S) 122 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 1576,960.00 3,082.650 863,142.00 (S) PILING 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 604,800.00 1,903.730 609,193.60 (S) PILING 124 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 259,000.00 70.000 245,000.00 (S) PILING 125 STEEL SOLDIER PILE (W360 X 79) M 52.0000 52,000.00 1,000.000 52,000.00 (F) 126 STEEL SOLDIER PILE (W360 X 101) M 65.0000 300,560.00 3,136.000 203,840.00 (F) 127 STEEL SOLDIER PILE (W410 X 114) M 75.0000 31,200.00 416.000 31,200.00 (F) 128 STEEL SOLDIER PILE (W410 X 149) M 95.0000 60,420.00 0.000 0.00 (F) 129 STEEL SOLDIER PILE (W460 X 97) M 65.0000 11,375.00 0.000 0.00 (F) 130 STEEL SOLDIER PILE (W460 X 128) M 85.0000 9,180.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STEEL SOLDIER PILE (W530 X 219) M 145.0000 53,650.00 370.000 53,650.00 (F) 132 STEEL SOLDIER PILE (W690 X 265) M 175.0000 46,375.00 265.000 46,375.00 (F) 133 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 175.0000 888,125.00 424.470 74,282.25 PILING (762 MM) 134 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,500.0000 1067,000.00 15.000 82,500.00 (S) PILE (762 MM) 135 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.024 16,800.00 0.024 16,800.00 (S) 136 TIEBACK ANCHOR EA 4,000.0000 1816,000.00 97.700 390,800.00 (S) 137 STRUCTURAL CONCRETE FACING M3 475.0000 230,375.00 0.000 0.00 (F) 138 ARCHITECTURAL SURFACE TREATMENT M2 125.0000 62,750.00 476.900 59,612.50 (F) 139 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 1298,000.00 1,068.402 427,360.80 (F) 140 STRUCTURAL CONCRETE, BRIDGE M3 477.0000 10068,993.00 15.200 7,250.40 1,764.081 841,466.64 (F) 141 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 90,250.00 0.000 0.00 (F) (TYPE N) 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 201,000.00 85.258 85,258.00 (F) 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 144 LIGHTWEIGHT CONCRETE (BRIDGE) M3 750.0000 1296,750.00 0.000 0.00 (F) 145 FRACTURED RIB TEXTURE M2 75.0000 69,000.00 0.000 0.00 (F) 146 DRILL AND BOND DOWEL M 55.0000 3,850.00 40.000 2,200.00 147 CONCRETE CLOSURE WALL M2 320.0000 16,640.00 52.000 16,640.00 (F) 148 PTFE BEARING EA 2,000.0000 38,000.00 0.000 0.00 (S) 149 PTFE BEARING (SPHERICAL) EA 2,500.0000 120,000.00 3.000 7,500.00 3.000 7,500.00 (S) 150 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 4,400.00 0.000 0.00 (S) 151 JOINT SEAL ASSEMBLY (MR 100 MM) M 550.0000 17,600.00 0.000 0.00 (S) 152 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 20,000.00 0.000 0.00 (S) 153 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,000.0000 104,000.00 0.000 0.00 (S) 154 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,000.0000 186,000.00 0.000 0.00 (S) 155 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 5209,050.00 15,785.000 17,363.50 879,899.000 967,888.90 (SF) 156 WELDED HEADED BAR REINFORCEMENT EA 7.0000 329,175.00 700.000 4,900.00 7,042.000 49,294.00 (S) 157 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 87,400.00 9,583.000 9,583.00 (SF) PROGRAM CAS145 PAGE 7 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 717,800.00 0.000 0.00 (SF)(BRIDGE) 159 SHOTCRETE M3 600.0000 91,200.00 152.000 91,200.00 (F) 160 STRUCTURAL STEEL (BRIDGE) KG 8.0000 612,000.00 9,247.015 73,976.12 (SF) 161 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.5000 988,000.00 0.000 0.00 (SF) 162 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 237,120.00 0.000 0.00 (SF) 163 ISOLATION CASING KG 25.0000 312,800.00 2,140.000 53,500.00 (SF) 164 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 141,740.00 0.000 0.00 (SF) 165 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 24,804.50 0.000 0.00 (SF) 166 920 MM CAST-IN-DRILLED-HOLE M 825.0000 36,300.00 9.500 7,837.50 (S) CONCRETE PILE (SIGN FOUNDATION) 167 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,200.00 0.000 0.00 168 METAL (RAIL MOUNTED SIGN) KG 25.0000 10,000.00 0.000 0.00 169 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 5.000 750.00 170 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 2.000 600.00 171 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 840.00 2.000 120.00 METHOD) 172 INSTALL SIGN OVERLAY M2 125.0000 350.00 0.000 0.00 173 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 450.00 0.000 0.00 174 TIMBER LAGGING M3 650.0000 297,700.00 91.147 59,245.55 (F) 175 CLEAN AND PAINT SOLDIER PIPE LS 75,000.0000 75,000.00 0.000 0.00 176 CLEAN AND PAINT STRUCTURAL STEEL LS 95,000.0000 95,000.00 0.000 0.00 (S) 177 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 135.0000 351,000.00 0.000 0.00 (S) 178 WORK AREA MONITORING (LOCATION A) LS 15,000.0000 15,000.00 0.000 0.00 (S) 179 WORK AREA MONITORING (LOCATION B) LS 5,000.0000 5,000.00 0.000 0.00 (S) 180 150 MM ALTERNATIVE PIPE CULVERT M 400.0000 320.00 0.000 0.00 181 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 300.00 0.000 0.00 182 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 69,600.00 0.000 0.00 183 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 20,300.00 0.000 0.00 184 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 71,000.00 270.500 54,100.00 PROGRAM CAS145 PAGE 8 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM REINFORCED CONCRETE PIPE M 100.0000 94,000.00 821.120 82,112.00 186 600 MM REINFORCED CONCRETE PIPE M 200.0000 78,000.00 0.000 0.00 187 900 MM REINFORCED CONCRETE PIPE M 410.0000 35,260.00 0.000 0.00 188 1200 MM REINFORCED CONCRETE PIPE M 500.0000 55,000.00 100.400 50,200.00 189 300 MM CORRUGATED STEEL PIPE M 700.0000 23,800.00 0.000 0.00 (1.63 MM THICK) 190 300 MM CORRUGATED STEEL PIPE M 400.0000 6,800.00 2.500 1,000.00 (2.01 MM THICK) 191 450 MM CORRUGATED STEEL PIPE M 325.0000 12,675.00 14.900 4,842.50 (1.63 MM THICK) 192 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 18,500.00 344.000 17,200.00 193 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 55.0000 398,750.00 1,625.500 89,402.50 194 200 MM ALTERNATIVE PIPE UNDERDRAIN M 45.0000 133,650.00 1,270.300 57,163.50 195 300 MM TRENCH DRAIN M 200.0000 378,000.00 1,085.770 217,154.00 196 400 MM TRENCH DRAIN M 300.0000 6,600.00 15.000 4,500.00 197 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 350.0000 1,155.00 2.250 787.50 198 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 199 ROCK SLOPE PROTECTION M3 100.0000 630.00 1.800 180.00 (FACING, METHOD B) 200 SACKED CONCRETE SLOPE PROTECTION M3 500.0000 800.00 0.000 0.00 201 ROCK SLOPE PROTECTION FABRIC M2 4.0000 84.00 6.000 24.00 202 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 240,000.00 39.720 15,888.00 CONSTRUCTION) 203 MINOR CONCRETE (GUTTER) M 125.0000 66,000.00 0.000 0.00 (F) 204 MISCELLANEOUS IRON AND STEEL KG 2.2000 24,376.00 4,041.000 8,890.20 (SF) 205 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 326,580.00 0.000 0.00 (SF) 206 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 470,080.00 100.000 1,300.00 6,780.000 88,140.00 (SF) 207 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 12,000.00 0.000 0.00 (SF)VINYL-CLAD) 208 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 14,790.00 0.000 0.00 (S) 209 CHAIN LINK FENCE (TYPE CL-1.8, M 45.0000 10,440.00 0.000 0.00 (SF)VINYL-CLAD) 210 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 0.000 0.00 (S) 211 9.6 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 4.8 M CHAIN GATE (TYPE CL-1.8) EA 700.0000 700.00 0.000 0.00 213 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 214 CONCRETE BARRIER MARKER EA 15.0000 2,340.00 0.000 0.00 215 OBJECT MARKER (TYPE K-1) EA 70.0000 70.00 0.000 0.00 216 OBJECT MARKER (TYPE Q) EA 70.0000 420.00 0.000 0.00 217 METAL BEAM GUARD RAILING (STEEL POST) M 50.0000 36,000.00 461.000 23,050.00 (S) 218 CHAIN LINK RAILING (TYPE 7) M 200.0000 800.00 0.000 0.00 (SF) 219 CONCRETE BARRIER (TYPE 25) M 130.0000 424,710.00 0.000 0.00 (F) 220 CONCRETE BARRIER (TYPE 27B MODIFIED) M 330.0000 39,600.00 0.000 0.00 (F) 221 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 70,650.00 0.000 0.00 (F) 222 CONCRETE BARRIER (TYPE 41) M 175.0000 98,875.00 0.000 0.00 (F) 223 BARRIER MOUNTED BRIDGE RAILING M 145.0000 85,695.00 0.000 0.00 (SF) 224 PEDESTRIAN RAILING M 185.0000 108,040.00 0.000 0.00 (SF) 225 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 (S) 226 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 33,000.00 5.000 11,000.00 (S) 227 CRASH CUSHION, SAND FILLED EA 5,500.0000 11,000.00 0.000 0.00 (S) 228 CONCRETE BARRIER (TYPE 60) M 120.0000 16,800.00 0.000 0.00 229 CONCRETE BARRIER (TYPE 60A) M 120.0000 145,800.00 0.000 0.00 230 CONCRETE BARRIER (TYPE 60D) M 200.0000 60,000.00 0.000 0.00 (F) 231 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,250.00 0.000 0.00 (S) 232 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 14,550.00 0.000 0.00 (S) 233 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,775.00 0.000 0.00 (S) 234 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 273.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 235 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 0.00 (S) 236 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,720.00 0.000 0.00 (S) 237 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.000 0.00 (S) 238 LIGHTING STAGE CONSTRUCTION - LOCATION 1 LS 10,000.0000 10,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING STAGE CONSTRUCTION - LOCATION 2 LS 5,000.0000 5,000.00 0.000 0.00 (S) 240 LIGHTING AND SIGN ILLUMINATION AND LS 25,000.0000 25,000.00 0.000 0.00 (S) TRAFFIC OPERATIONS SYSTEM STAGE CONSTRUCTION - LOCATION 3 241 SIGNAL AND LIGHTING STAGE CONSTRUCTION - LS 25,000.0000 25,000.00 0.000 0.00 (S) LOCATION 4 242 LIGHTING (LOCATION 2) LS 475,000.0000 475,000.00 0.016 7,600.00 (S) 243 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.625 125,000.00 (S) (LOCATION 1) 244 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 (S) 245 PAN/TILT UNIT EA 3,000.0000 3,000.00 0.000 0.00 (S) 246 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 0.000 0.00 (S) 247 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 (S) 248 INTERGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 1,500.00 0.000 0.00 (S) TERMINAL ADAPTER 249 CLUSTER CONTROLLER FOR MICROWAVE VEHICLE EA 1,500.0000 1,500.00 0.000 0.00 (S) DETECTION SENSOR SYSTEM 250 ANALOG DATA STATION TERMINATION EA 1,000.0000 1,000.00 0.000 0.00 (S) 251 TRAFFIC OPERATIONS SYSTEM (LOCATION-1) LS 450,000.0000 450,000.00 0.263 118,350.00 (S) 252 TRAFFIC OPERATIONS SYSTEM (LOCATION-2) LS 15,000.0000 15,000.00 0.417 6,255.00 (S) 253 TRAFFIC OPERATIONS SYSTEM (LOCATION-3) LS 25,000.0000 25,000.00 0.050 1,250.00 (S) 254 CALLBOX SYSTEM LS 550,000.0000 550,000.00 0.000 0.00 (S) 255 SEISMIC MONITORING SYSTEM LS 350,000.0000 350,000.00 0.000 0.00 (S) 256 INSTALL SEISMIC MONITORING CASING M 450.0000 82,800.00 0.000 0.00 (S) 257 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 258 50 MM PERFORATED PLASTIC PIPE M 35.0000 54,985.00 71.000 2,485.00 259 50 MM PLASTIC PIPE M 5.0000 1,360.00 39.000 195.00 260 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 261 REMOVE CHAIN LINK GATE EA 200.0000 600.00 5.000 1,000.00 262 STRUCTURE BACKFILL M3 9.0000 203,400.00 2,050.000 18,450.00 263 STRUCTURE BACKFILL (TYPE E) M3 32.0000 656,000.00 0.000 0.00 264 150 MM ALTERNATIVE PIPE UNDERDRAIN M 30.0000 6,900.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 03/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:11 PM ESTIMATE NO. 16 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/02 R.E. NAME: RIVERA, MAURICIO DATE OF THIS ESTIMATE 03/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 786,366.08 13,659,824.56 ADJUSTMENT OF COMPENSATION 17,770.20 237,512.06 EXTRA WORK 190,316.15 996,907.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 994,452.43 14,894,244.42 265 MOBILIZATION LS 6100,000.0000 6100,000.00 0.950 5,795,000.00 ORIGINAL CONTRACT AMOUNT 61,080,878.00 TOTAL WORK COMPLETED 994,452.43 20,689,244.42 MATERIALS ON HAND ON SITE 1,957,670.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -767.47 TOTAL 994,452.43 22,646,147.03 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 12/19/00 885 12/12/00 12/12/00 06/28/03 463 2 36 5 32% 50% PROGRESS IS SATISFACTORY PENDING CCO DAYS RIVERA, MAURICIO RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/02