PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/21/04 EST. NO.27 TIME 01:07 PM R.E. NAME: PRESTON, GUY 01-378014 --------------------------------------------------------------------------- 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 0558 903.04 E.W. @ F.A.(+) 040804 Y 1367.0 0559 852.19 040704 Y 1366.0 0560 914.25 041104 Y 1368.0 0561 903.04 041204 Y 1369.0 0562 903.04 041304 Y 1370.0 0564 906.77 041504 Y 1372.0 0566 903.10 042004 Y 1374.0 0568 903.10 042204 Y 1376.0 0569 914.31 042504 Y 1377.0 0570 903.10 042604 Y 1378.0 0571 903.10 042704 Y 1379.0 0572 903.10 042804 Y 1380.0 0573 903.10 042904 Y 1381.0 0574 26.04 043004 Y 1382.0 0575 914.31 050204 Y 1383.0 0576 903.10 050304 Y 1384.0 0577 889.47 050404 Y 1385.0 0578 648.92 050504 Y 1386.0 0579 196.71 051104 Y 1387.0 0588 50.08 032204 Y 1342.0 0590 53.12 032304 Y 1344.0 0591 744.74 032404 Y 1345.0 0592 196.74 032804 Y 1346.0 0593 755.86 032804 Y 1347.0 0594 95.14 032904 Y 1348.0 0595 450.68 032904 Y 1349.0 0596 744.74 033004 Y 1350.0 0597 593.47 033104 Y 1351.0 0598 554.68 040104 Y 1352.0 0601 227.98 040604 Y 1355.0 0602 839.57 040604 Y 1356.0 0603 253.83 040804 Y 1357.0 0604 226.01 040704 Y 1358.0 0605 239.92 041104 Y 1359.0 0606 239.92 041204 Y 1360.0 0607 226.01 041304 Y 1361.0 0608 53.53 041404 Y 1362.0 0610 37.86 051204 Y 1363.0 0612 750.52 040504 Y 1365.0 0617 182.26 032904 Y 1444.0 0618 260.49 033004 Y 1445.0 0619 700.53 091002 N 0294.0 002 0021 986.94 E.W. @ F.A.(+) 082702 N 232 0 004 0018 500.00 E.W. @ U.P (+) 031804 N 1333.0 007 0272 103.34 E.W. @ F.A.(+) 033104 Y 1400.0 0273 157.69 040104 Y 1401.0 0274 52.56 040504 Y 1402.0 0275 52.56 040604 Y 1403.0 0276 304.58 040604 Y 1404.0 0277 52.56 041204 Y 1405.0 0278 157.69 042804 Y 1406.0 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 07/21/04 EST. NO.27 TIME 01:07 PM R.E. NAME: PRESTON, GUY 01-378014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0279 254.90 042104 Y 1407.0 0280 105.13 042704 Y 1408.0 0282 105.13 042904 Y 1410.0 0283 52.56 043004 Y 1411.0 0284 52.56 043004 Y 1412.0 0285 157.69 050304 Y 1413.0 0286 157.69 050404 Y 1414.0 0287 157.69 050504 Y 1415.0 0288 52.56 050604 Y 1416.0 0289 157.69 051004 Y 1417.0 0290 157.69 051104 Y 1418.0 0291 252.40 051204 Y 1419.0 0292 157.69 051204 Y 1420.0 0293 157.69 051304 Y 1421.0 0294 157.69 051404 Y 1422.0 0295 75.72 051304 Y 1423.0 0303 344.72 032204 Y 1395.0 0304 51.67 032304 Y 1396.0 0305 104.79 032304 Y 1397.0 0306 261.97 032404 Y 1398.0 009 0009 3,075.38 E.W. @ F.A.(+) 071802 N 0304.0 0015 113.02 072202 Y 0286.0 0025 1,829.70 043003 N 910 0 016 0016 1,674.40 E.W. @ F.A.(+) 082402 N 0290.0 0054 458.57 082802 N 0292.0 017 0027 220.00 E.W. @ F.A.(+) 041504 Y 1440.0 021 0004 342.15 E.W. @ F.A.(+) 062602 Y 0107.1 023 0001 12,206.44 E.W. @ U.P (+) 070604 N 0001 0 026 0008 698.29 E.W. @ F.A.(+) 092702 N 297 0 037 0048 991.60 E.W. @ F.A.(+) 110503 Y 1195.0 0052 749.43 111003 Y 1200.0 040 0028 670.56 E.W. @ F.A.(+) 081903 N 906.10 041 0003 4,888.79 A.C. @ L.S.(+) 070704 N 0003 0 043 0003 12.60 E.W. @ F.A.(+) 092503 N 1061.0 0009 2,137.12 092503 N 1060.1 044 0002 392.86 E.W. @ F.A.(+) 072403 N 909.00 057 0005 410.95 E.W. @ F.A.(+) 012804 Y 1263 0 59,986.88 TOTAL THIS ESTIMATE 1,223,673.93 TOTAL PREVIOUS ESTIMATE 1,283,660.81 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/21/04 EST. NO.27 TIME 01:07 PM R.E. NAME: PRESTON, GUY 01-378014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASE LINE CPM -26,299.35 02 RELEASE BASLINE CPM 26,299.35 03 AC OUT OF SPEC -2,432.00 04 ANNUAL EEO REPORT -10,000.00 04 RET OUT OF SPEC AC 2,432.00 05 DISPOSAL AGREEEMNT 10,000.00 08 DISPOSAL AGREEMENT -10,000.00 09 REV DISPOSAL AGRMENT -10,000.00 09 SWPPP SAP -10,000.00 10 REL ANNUAL EEO REPRT 10,000.00 12 REL SWPPP SAP 10,000.00 12 OUT OF SPEC AC -5,000.00 22 YLLW STRP WST DISP -5,000.00 24 OUT-OF-STATE FAB -5,000.00 25 YELW STRIP WST DISP 5,000.00 26 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION PAYROLLS VIOLATIONS -10,000.00 05 ADDN'L FOR PAYROLLS -10,000.00 10 RELEASE PAYROLL DED 10,000.00 13 PAYROLL VIO. 4/4 -10,000.00 24 PER LTR DATED 06/04 -10,000.00 26 PAYROLL CORRECTIONS 20,000.00 27 20,000.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:07 PM ESTIMATE NO. 27 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 07/21/04 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-1-60.0/60.7 ----------------------- M C M CONSTRUCTION INC IN MENDOCINO COUNTY IN FORT BRAGG P O BOX 620 FROM 0.4 KM SOUTH TO 0.7 KM NORTH NORTH HIGHLANDS CA 95660 OF NOYO RIVER BRIDGE FED. AID NO. STP-P001(476)E ,ACBR-P001(476)E SIESMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,675,000.00 22.000 55,000.00 487.000 1,217,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 12,600.00 263.290 7,898.70 S) 04 4.0 M TEMPORARY CHAIN LINK GATE EA 1,200.0000 1,200.00 0.000 0.00 S) (TYPE CL-1.8) 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.020 500.00 0.666 16,650.00 07 TEMPORARY SILT FENCE M 100.0000 6,000.00 85.000 8,500.00 08 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.105 787.50 0.706 5,295.00 S) 09 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.032 3,200.00 0.673 67,300.00 S) 10 TYPE III BARRICADE EA 100.0000 1,600.00 13.000 1,300.00 S) 11 TEMPORARY PAVEMENT MARKING M2 22.0000 264.00 43.900 965.80 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 17,360.00 1,065.000 7,455.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 5,186.50 3,611.070 4,152.73 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,500.00 204.000 5,100.00 S) 15 TEMPORARY PAVEMENT MARKER (TYPE D) EA 3.0000 1,110.00 38.000 114.00 S) 16 TEMPORARY PAVEMENT MARKER (TYPE H) EA 3.0000 282.00 76.000 228.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 0.132 1,980.00 2.696 40,440.00 S) 18 TEMPORARY RAILING (TYPE K) M 55.0000 127,600.00 1,900.000 104,500.00 S) 19 TEMPORARY CRASH CUSHION MODULE EA 400.0000 8,800.00 55.000 22,000.00 S) 20 TEMPORARY TRAFFIC SCREEN M 6.0000 9,540.00 559.000 3,354.00 S) 21 REMOVE FENCE M 20.0000 2,200.00 46.810 936.20 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,380.00 57.600 1,152.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:07 PM ESTIMATE NO. 27 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 7,650.00 926.800 4,634.00 S) STRIPE 24 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 5,704.00 0.000 0.00 S) 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.6000 1,950.00 568.300 1,477.58 S) 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 11.0000 1,980.00 19.500 214.50 S) 27 REMOVE CULVERT M 80.0000 1,600.00 15.000 1,200.00 28 REMOVE BASE AND SURFACING M3 20.0000 6,600.00 0.000 0.00 29 SALVAGE ROADSIDE SIGN EA 250.0000 500.00 0.000 0.00 30 RELAY CULVERT M 150.0000 2,250.00 0.000 0.00 31 RELAY PIPE DOWNDRAIN M 100.0000 1,400.00 5.000 500.00 32 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 2,100.00 0.000 0.00 33 RESET ROADSIDE SIGN (TWO POST) EA 400.0000 800.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 1,000.00 0.000 0.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 2,900.00 0.000 0.00 S) (25 MM MAXIMUM) 36 REMOVE CONCRETE CURB M 20.0000 620.00 30.300 606.00 37 REMOVE CONCRETE SIDEWALK M 150.0000 4,950.00 19.000 2,850.00 38 REMOVE CONCRETE BARRIER (TYPE K) M 70.0000 2,590.00 36.600 2,562.00 39 REMOVE CONCRETE (MISCELLANEOUS) M3 500.0000 950.00 1.830 915.00 40 BRIDGE REMOVAL LS 500,000.0000 500,000.00 0.980 490,000.00 41 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.000 0.00 42 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.900 4,500.00 43 REMOVE TREE EA 500.0000 7,000.00 12.000 6,000.00 44 ROADWAY EXCAVATION M3 40.0000 83,200.00 1,084.410 43,376.40 45 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 2,400.00 30.000 2,400.00 F) 46 STRUCTURE EXCAVATION (TYPE A) M3 600.0000 1,308,000.00 1,962.000 1,177,200.00 F) 47 STRUCTURE EXCAVATION (TYPE A) M3 750.0000 1,987,500.00 2,650.000 1,987,500.00 F) (PETROLEUM HYDROCARBONS) 48 STRUCTURE EXCAVATION (TYPE H) M3 300.0000 87,000.00 290.000 87,000.00 F) 49 STRUCTURE EXCAVATION M3 300.0000 126,000.00 419.950 125,985.00 F) (RETAINING WALL) (TYPE H) PROGRAM CAS145 PAGE 3 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:07 PM ESTIMATE NO. 27 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 37,000.00 1,457.000 36,425.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 25.0000 14,500.00 550.990 13,774.75 F) 52 IMPORTED BORROW M3 0.0100 9.40 762.000 7.62 53 TRELLIS LS 10,000.0000 10,000.00 0.000 0.00 S) 54 HIGHWAY PLANTING LS 9,000.0000 9,000.00 0.000 0.00 S) 55 STRAW (EROSION CONTROL) TONN 375.0000 3,375.00 0.000 0.00 S) 56 FIBER (EROSION CONTROL) KG 1.3000 2,860.00 0.000 0.00 S) 57 COMPOST (EROSION CONTROL) KG 0.6000 3,960.00 0.000 0.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 88.0000 17,600.00 0.000 0.00 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 2,700.00 0.000 0.00 S) 60 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 61 IRRIGATION SYSTEM LS 12,000.0000 12,000.00 0.000 0.00 S) 62 NPS 12 WATER SUPPLY LINE (BRIDGE) M 200.0000 58,000.00 292.400 58,480.00 S) 63 SEWER LINE (BRIDGE) M 400.0000 116,000.00 292.400 116,960.00 S) 64 WATER METER EA 5,000.0000 10,000.00 0.000 0.00 S) 65 CLASS 2 AGGREGATE BASE M3 40.0000 29,200.00 347.913 13,916.52 66 ASPHALT CONCRETE (TYPE B) TONN 80.0000 203,200.00 807.979 64,638.32 67 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 103,000.00 0.000 0.00 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 400.00 0.000 0.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 2,200.00 0.000 0.00 70 FURNISH STEEL PILING (HP 250 X 85) M 45.0000 16,740.00 360.900 16,240.50 71 DRIVE STEEL PILE (HP 250 X 85) EA 600.0000 32,400.00 54.000 32,400.00 S) 72 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 460,800.00 378.644 454,372.80 S) PILING (ROCK SOCKET) 73 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 185,500.00 355.989 177,994.50 S) PILING 74 1.3 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 614,400.00 335.000 536,000.00 S) PILING (ROCK SOCKET) 75 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 651,750.00 862.160 646,620.00 S) PILING 76 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 388,000.00 190.597 381,194.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:07 PM ESTIMATE NO. 27 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL 1.2 M PERMANENT STEEL CASING M 400.0000 148,400.00 370.069 148,027.60 S) 78 FABRICATE 1.5 M PERMANENT STEEL CASING M 405.0000 351,945.00 869.000 351,945.00 S) 79 INSTALL 1.5 M PERMANENT STEEL CASING M 500.0000 434,500.00 864.900 432,450.00 S) 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.100 35,000.00 0.767 268,450.00 S) 81 PRESTRESSING LS 30,000.0000 30,000.00 0.200 6,000.00 S) 82 SEAL COURSE CONCRETE M3 250.0000 252,500.00 835.870 208,967.50 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 850,000.00 1,700.000 850,000.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 1,406.0000 11,599,500.00 874.000 1,228,844.00 6,529.110 9,179,928.66 F) 85 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 99,000.00 220.000 99,000.00 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 42,000.00 0.000 0.00 F) (TYPE N) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 7,200.00 4.210 3,368.00 F) 88 DRILL AND BOND DOWEL M 70.0000 5,600.00 0.000 0.00 89 PTFE BEARING EA 2,200.0000 39,600.00 18.000 39,600.00 S) 90 JOINT SEAL ASSEMBLY (MR 100 MM) M 160.0000 7,360.00 0.000 0.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 1.3500 2,388,150.00 98,850.000 133,447.50 1,572,803.000 2,123,284.05 SF) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 32,500.00 13,000.000 32,500.00 SF) 93 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4500 1,450,400.00 592,000.000 1,450,400.00 SF)(BRIDGE) 94 HEADED BAR REINFORCEMENT EA 16.5000 125,449.50 7,770.000 128,205.00 S) 95 ROADSIDE SIGN - ONE POST EA 250.0000 500.00 0.000 0.00 96 WORK AREA MONITORING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 97 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 24,000.00 116.800 23,360.00 98 GRATED LINE DRAIN M 150.0000 3,300.00 0.000 0.00 99 500 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 5,200.00 29.310 5,862.00 00 200 MM WELDED STEEL PIPE (3.40 MM THICK) M 200.0000 30,000.00 143.100 28,620.00 01 MINOR CONCRETE (CURB) M 100.0000 4,200.00 0.000 0.00 02 MINOR CONCRETE (CURB AND SIDEWALK) M3 350.0000 11,550.00 0.000 0.00 03 MISCELLANEOUS IRON AND STEEL KG 2.5000 2,970.00 432.000 1,080.00 SF) PROGRAM CAS145 PAGE 5 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:07 PM ESTIMATE NO. 27 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS METAL KG 4.0000 6,400.00 800.000 3,200.00 SF)(RESTRAINER - PIPE TYPE) 05 MISCELLANEOUS METAL KG 7.0000 3,500.00 250.000 1,750.00 SF)(RESTRAINER - CABLE TYPE) 06 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 40,500.00 8,100.000 40,500.00 SF) 07 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 0.000 0.00 S) 08 OBJECT MARKER (TYPE P) EA 50.0000 100.00 8.000 400.00 09 TUBULAR HANDRAILING (MODIFIED) M 250.0000 155,000.00 0.000 0.00 SF) 10 CONCRETE BARRIER (TYPE 80 SW) M 300.0000 186,000.00 0.000 0.00 F) 11 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 6,450.00 0.000 0.00 S) 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,860.00 0.000 0.00 S) 13 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 1,787.50 0.000 0.00 S) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 5,152.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 15 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 2,062.50 0.000 0.00 S) 16 DECORATIVE PEDESTRIAN LIGHTING LS 70,000.0000 70,000.00 0.093 6,510.00 S) 17 NAVIGATION LIGHTING SYSTEM LS 30,000.0000 30,000.00 0.745 22,350.00 S) 18 SIZE 53 CONDUIT M 28.0000 18,480.00 0.000 0.00 S) 19 SIZE 78 CONDUIT M 30.0000 19,800.00 0.000 0.00 S) 20 INSTALL UTILITY-FURNISHED COMMUNICATION M 5.0000 21,700.00 4,386.000 21,930.00 S) CONDUIT (BRIDGE) 21 FLOOD LIGHTING LS 15,000.0000 15,000.00 0.110 1,650.00 22 REPLACE PULL BOX EA 1,500.0000 3,000.00 2.000 3,000.00 S) 23 SEISMIC MONITORING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 0.149 7,450.00 S) 24 ELECTRIC SERVICE(IRRIGATION) LS 3,500.0000 3,500.00 0.000 0.00 S) 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 REPLACE ASPHALT CONCRETE SURFACING M3 100.0000 18,000.00 477.060 47,706.00 PROGRAM CAS145 PAGE 6 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:07 PM ESTIMATE NO. 27 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,458,759.00 23,554,029.73 ADJUSTMENT OF COMPENSATION 4,888.79 104,070.39 EXTRA WORK 55,098.09 1,179,590.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,518,745.88 24,837,690.54 27 MOBILIZATION LS 2890,636.0000 2,890,636.00 1.000 2,890,636.00 ORIGINAL CONTRACT AMOUNT 31,111,113.40 TOTAL WORK COMPLETED 1,518,745.88 27,728,326.54 MATERIALS ON HAND ON SITE 10,997.91 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -30,000.00 TOTAL 1,538,745.88 27,709,324.45 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 03/28/02 910 05/13/02 03/26/02 06/05/06 465 113 21 0 84% 67% PROGRESS IS SATISFACTORY PRESTON, GUY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/04