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 01/02/08 EST. NO.40 TIME 02:04 PM R.E. NAME: MURPHY, ROD 03-0A6004 --------------------------------------------------------------------------- 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 0084 2,049.29 E.W. @ F.A.(+) 042905 N 1252.0 0085 424.42 E.W. @ U.P (+) 092205 N 1140.1 0086 27.50 E.W. @ F.A.(+) 102505 N 1343.0 0087 48.66 E.W. @ U.P (+) 042506 N 1141.1 0088 20.29 E.W. @ F.A.(+) 050706 N 1347.0 0089 20.29 050806 N 1348.0 0090 20.29 050906 N 1349.0 0091 20.29 051006 N 1350.0 0092 57.57 051106 N 1351.0 0093 13.03 092506 N 1353.0 0094 42.33 092606 N 1354.0 0095 39.07 092706 N 1355.0 014 0001 716.14 E.W. @ F.A.(+) 092204 N 201.00 0002 3,109.78 092304 N 202.00 0003 7,293.10 092804 N 10.2 0 0004 2,106.27 092904 N 300.00 0005 9,600.29 100504 N 10.0 0 0006 7,427.21 100604 N 200.00 016 0002 109,762.75 A.C. @ L.S.(+) 080107 N 0002 0 022 0003 87.37 E.W. @ F.A.(+) 090104 N 1208.0 0004 93.96 041905 N 1210.0 0005 288.93 042005 N 1211.0 024 0002 4,705.52 E.W. @ L.S.(+) 090107 N 0002 0 0003 -3,147.76 A.C. @ U.P.(-) 090107 N 0003 0 0004 1,439.59 E.W. @ U.P (+) 090107 N 0004 0 030 0020 3,761.48 E.W. @ F.A.(+) 080106 N 1428 0 031 0001 1,160.00 E.W. @ U.P (+) 100407 N 0001 0 033 0016 20,097.42 E.W. @ F.A.(+) 101905 N 329325 035 0011 190.60 E.W. @ F.A.(+) 062305 N 1073.1 0012 141.53 062805 N 1076.1 0013 128.55 071305 N 1080.1 039 0005 10,037.42 E.W. @ F.A.(+) 101805 N 1097 0 0006 2,874.64 102306 N 1479 0 041 0046 1,996.13 E.W. @ F.A.(+) 103106 N 1446 0 042 0014 407.59 E.W. @ F.A.(+) 070506 N 1318 0 0015 169.07 060906 N 1311.0 0016 165.17 072406 N 1326.0 0017 577.50 081107 N 1821.0 0018 5,278.01 101707 N 0018 0 043 0010 172.38 E.W. @ F.A.(+) 080105 N 1204.1 0011 90.35 080305 N 1206.1 0012 98.65 080205 N 1205.1 0013 2,759.18 110806 N 1383.0 050 0011 2,817.72 E.W. @ F.A.(+) 022506 N 2000 0 0012 4,585.55 041806 N 2001 0 057 0008 835.35 E.W. @ F.A.(+) 052606 N 1367.1 058 0001 6,104.35 E.W. @ U.P (+) 121106 N 3000 0 061 0001 2,004.45 E.W. @ U.P (+) 100407 N 0001 0 0002 8,028.36 E.W. @ L.S.(+) 100407 N 0002 0 065 0019 397.11 E.W. @ F.A.(+) 020107 N 1852.1 069 0005 194.63 E.W. @ F.A.(+) 052406 N 1406.1 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 01/02/08 EST. NO.40 TIME 02:04 PM R.E. NAME: MURPHY, ROD 03-0A6004 --------------------------------------------------------------------------- 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 180.80 052507 N 1700.1 071 0005 1,636.74 E.W. @ F.A.(+) 102506 N 1466.1 0006 3,705.96 101807 N 1472.0 226,862.87 TOTAL THIS ESTIMATE 9,035,848.06 TOTAL PREVIOUS ESTIMATE 9,262,710.93 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 01/02/08 EST. NO.40 TIME 02:04 PM R.E. NAME: MURPHY, ROD 03-0A6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PEND ITEM 18 ADJUST -6,000.00 02 PEND ITEM 19 ADJUST -5,000.00 02 25% FAILURE CPM 8/04 -50,288.73 02 PENDING ITEM 56 ADJ -29,266.76 03 PENDING ITEM 55 ADJ -9,426.70 03 25% CPM FAILURE 9/04 -108,670.63 03 RET EST 2 CPM DEDUCT 50,288.73 04 RET EST 3 CPM DEDUCT 108,670.63 04 NONREMO'L TRAFFIC ST -15,000.00 05 REMOVAL OF HAZMWASTE -1,316.00 05 MISSING CPM UPDATES -80,651.40 09 NO UPDATE REC'D 4/05 -142,793.00 10 MAY CPM NOT RECEIVED -362,675.52 11 NO CPM UPDATE 25% -561,024.07 14 CPM FORMAL FINALIZAT -10,000.00 15 REC'D 4/5 CPM UPDATE 142,793.00 15 REC'D 5/5 CPM UPDATE 362,675.52 15 REC'D 7/5 CPM UPDATE 561,024.07 15 RETURN CPM DED EST 9 80,651.40 15 COZEEP 8/22/05 -800.00 16 COZEEP 8/15,16,17/05 -200.00 16 NO CPM NARATIVES -292,387.35 19 RETURN CPM FINALIZAT 10,000.00 19 COZEEP 12/13/05 -400.00 20 RETURN HAZMAT DEDUCT 1,316.00 20 NO UPDATE 8/05-02/06 -3,712.50 22 NO CPM 03/06 -2,218.75 23 NO CPM 04/06 -16,589.82 24 NARRATIVE CPM MT5/06 -10,000.00 25 RECD CPM NAR EST 19 292,387.35 25 RECD UPDATE8/05-2/06 3,712.50 25 RECEIVED CPM 03/06 2,218.75 25 RECEIVED CPM 04/06 16,589.82 25 REVD NARATIVE 5/06 10,000.00 26 RETURN TRAFFIC STRIP 15,000.00 28 RETURN REMVL TRAF ST 15,000.00 29 RETN TRAF STRIPE 2X -15,000.00 30 ITEM 77 PENDING ADJ -50,000.00 31 WEIMAR BRIDGE REPAIR -16,500.00 33 32-11 SIGN REPLACEMT -555.09 33 WEIMAR BRIDGE REPAIR -12,557.34 34 WEIMAR BRIDGE REPAIR 16,500.00 37 WEIMAR BRIDGE REPAIR 12,557.34 37 ITEM 18 ADJUSTMENT 6,000.00 39 ITEM 19 ADJUSTMENT 5,000.00 39 ITEM 55 ADJUSTMENT 9,426.70 39 ITEM 56 ADJUSTMENT 29,266.76 39 ITEM 77 ADJUSTMENT 50,000.00 39 0.00 -1,955.09 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(F) -10,000.00 36 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/02/08 EST. NO.40 TIME 02:04 PM R.E. NAME: MURPHY, ROD 03-0A6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECEIVED CEM 2402(F) 10,000.00 40 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 08/04 -10,000.00 02 PER LTR DATED 09/04 -10,000.00 03 PER LTR DATED 10/4 -10,000.00 04 REC'D PAYROLLS 8/4 10,000.00 05 REC'D PAYROLLS 9/4 10,000.00 05 PER LTR DATED 12/04 -10,000.00 06 RETURN 12/04 DEDUCT 10,000.00 07 PER LTR DATED 02/05 -1,000.00 08 PER LTR DATED 03/05 -2,000.00 09 PAYROLLS REC'D 3/05 2,000.00 10 PER LTR DATED 05/05 -10,000.00 11 PER LTR DATED 7/05 -7,000.00 14 RETURN DEDUCTION 5/5 5,000.00 14 RETURN DEDUCT'N 10/4 7,000.00 14 PER LTR DATED 8/05 -10,000.00 16 REC'D PAYROLLS 5/05 5,000.00 16 PER LTR 09/05 -7,000.00 17 REC'D PYROOS 10/04 3,000.00 17 PER LTR 10/05 -5,000.00 18 RECVD PAYROLLS 2/05 1,000.00 18 RECVD PAYROLLS 7/05 7,000.00 18 PER LTR DATED 11/05 -10,000.00 19 RETURN 08/05 DEDUCT 10,000.00 19 RETURN 09/05 DEDUCT 7,000.00 19 RETURN 10/05 DEDUCT 5,000.00 19 PER LTR DATED 12/05 -10,000.00 20 RETURN 11/05 DEDUCT 10,000.00 21 PER LTR. 04/06 -5,000.00 24 PER LTR DATED 05/06 -10,000.00 25 PER LTR DATED 6/06 -10,000.00 26 RETURN 4/06 DEDUCT 5,000.00 26 RETURN 5/06 DEDUCT 10,000.00 26 RETURN 12/05 DEDUCT 10,000.00 27 RETURN 6/06 DEDUCT 10,000.00 27 PER LTR DATED 8/06 -2,000.00 28 RETURN 8/06 DEDUCT 2,000.00 29 PER LTR DATED 10/06 -10,000.00 30 PER LTR DATED 11/06 -5,000.00 31 PER LTR DATED 1/07 -1,000.00 33 RETURN 10/06 DEDUCT 10,000.00 33 RETURN 11/06 DEDUCT 5,000.00 33 RETURN 1/07 DEDUCT 1,000.00 35 CERTIFIED PAYROLLS -10,000.00 36 CERTIFIED PAYROLLS 10,000.00 39 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING FHWA 47 -10,000.00 36 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 01/02/08 EST. NO.40 TIME 02:04 PM R.E. NAME: MURPHY, ROD 03-0A6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- FHWA 47 10,000.00 39 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -1,955.09 PROGRAM CAS145 PAGE 1 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 LOCATION SEMI-FINAL ESTIMATE 03-PLA-80-14.3/33.3 ------------------- TEICHERT CONSTRUCTION IN PLACER COUNTY IN AND NEAR AUBURN P O BOX 276830 AT VARIOUS LOCATIONS SACRAMENTO CA 958276830 FED. AID NO. ACIM-080 -3(231)120,ACIM-080 -3(231)E ,ACBH-080 -E(231)120 ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 610,000.00 312.000 624,000.00 04 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 1.000 60,000.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 46,200.00 6,938.400 24,284.40 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 7,650.00 7,291.000 10,936.50 S) 10 TRAFFIC PLASTIC DRUM EA 80.0000 6,000.00 27.000 2,160.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 12 PORTABLE RADAR TRAILER LS 8,000.0000 8,000.00 1.000 8,000.00 13 TEMPORARY RAILING (TYPE K) M 50.0000 143,500.00 3,011.000 150,550.00 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 14,000.00 89.000 22,250.00 15 TEMPORARY TRAFFIC SCREEN M 13.0000 10,530.00 1,012.000 13,156.00 16 ABANDON CULVERT EA 1,250.0000 1,250.00 1.000 1,250.00 17 REMOVE METAL BEAM GUARD RAILING M 32.0000 13,440.00 411.480 13,167.36 18 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 7,910.00 3,943.000 27,601.00 19 REMOVE WHITE TRAFFIC STRIPE M 5.2000 2,600.00 4,782.220 24,867.54 20 REMOVE ROADSIDE SIGN EA 32.0000 6,720.00 197.000 6,304.00 21 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 3.000 9,000.00 22 REMOVE ASPHALT CONCRETE M3 35.0000 2,310.00 65.410 2,289.35 PROGRAM CAS145 PAGE 2 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 2.1000 103,740.00 48,194.260 101,207.95 24 REMOVE CULVERT M 50.0000 1,650.00 23.700 1,185.00 25 REMOVE UNDERDRAIN M 15.0000 810.00 0.000 0.00 26 REMOVE INLET EA 600.0000 2,400.00 34.000 20,400.00 27 REMOVE HEADWALL EA 700.0000 700.00 1.000 700.00 28 REMOVE DOWNDRAIN EA 400.0000 1,600.00 4.000 1,600.00 29 REMOVE ASPHALT CONCRETE SURFACING M2 16.0000 131,520.00 2,608.842 41,741.47 30 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 140.0000 21,000.00 140.000 19,600.00 31 REMOVE CONCRETE DECK SURFACE M2 65.0000 16,315.00 251.000 16,315.00 32 RECONSTRUCT FENCE M 80.0000 12,000.00 132.000 10,560.00 (TYPE WM, METAL POST) 33 RECONSTRUCT METAL BEAM GUARD RAILING M 45.0000 531,000.00 11,948.160 537,667.20 S) 34 RECONSTRUCT METAL BEAM GUARD RAILING M 64.0000 49,280.00 571.500 36,576.00 S) (2.1 M POST) 35 RELAY ENTRANCE TAPER EA 800.0000 28,000.00 36.000 28,800.00 36 RESET ROADSIDE SIGN EA 170.0000 2,550.00 20.000 3,400.00 37 ADJUST INLET EA 800.0000 112,000.00 140.000 112,000.00 38 ADJUST SLOTTED DRAIN TO GRADE M 130.0000 49,400.00 401.500 52,195.00 39 MODIFY INLET EA 1,700.0000 17,000.00 6.000 10,200.00 40 PLASTIC PIPE LINER (985 MM ID) M 775.0000 17,825.00 23.160 17,949.00 S) 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 1,379,200.00 502,755.530 804,408.85 S) 42 RUMBLE STRIPS IN ASPHALT CONCRETE STA 30.0000 18,090.00 395.000 11,850.00 S) PAVEMENT (GROUND IN) 43 REMOVE CONCRETE M3 50.0000 7,500.00 64.700 3,235.00 44 REMOVE CONCRETE CURB M 12.0000 50,880.00 4,204.400 50,452.80 45 REMOVE CONCRETE CURB AND SIDEWALK M 25.0000 6,250.00 238.300 5,957.50 46 REMOVE CONCRETE SIDEWALK M 25.0000 625.00 41.500 1,037.50 47 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.3000 58,527.00 3,500.000 22,050.00 48 CAP INLET EA 1,300.0000 3,900.00 3.000 3,900.00 49 REMOVE BARRIER RAILING M 42.0000 14,700.00 334.000 14,028.00 PROGRAM CAS145 PAGE 3 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE TREE EA 400.0000 1,200.00 3.000 1,200.00 51 ROADWAY EXCAVATION M3 27.5000 470,250.00 11,071.070 304,454.43 52 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200.00 53 ROADWAY EXCAVATION (GORE REMOVAL) M3 30.0000 24,600.00 745.640 22,369.20 54 SHOULDER BACKING STA 150.0000 54,000.00 479.074 71,861.10 55 GEOSYNTHETIC REINFORCED EMBANKMENT M2 10.5000 5,565.00 2,865.000 30,082.50 56 IMPORTED BORROW M3 71.0000 43,310.00 1,707.000 121,197.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 57 IMPORTED MATERIAL (SHOULDER BACKING) TONN 19.0000 85,690.00 5,408.000 102,752.00 58 SOIL WRAP M3 13.5000 4,725.00 0.000 0.00 S) 59 EROSION CONTROL (MULCH) M2 24.0000 5,040.00 4,415.000 105,960.00 S) 60 EROSION CONTROL (COIR NETTING) M2 8.0000 14,320.00 1,070.000 8,560.00 S) 61 EROSION CONTROL (COMPOST) KG 27.0000 864.00 32.000 864.00 S) 62 CLASS 2 AGGREGATE BASE M3 43.0000 361,200.00 3,414.550 146,825.65 63 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 19,200.00 62.270 9,340.50 62.270 9,340.50 64 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 57,000.00 128.359 38,507.70 65 ASPHALT CONCRETE (TYPE A) TONN 53.0000 13,462,000.00 51.920 2,751.76 201,701.080 10,690,157.24 66 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 66.0000 2,937,000.00 44,280.640 2,922,522.24 67 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 14.00 5.470 5.47 REINFORCING FABRIC) 68 PAVEMENT REINFORCING FABRIC M2 1.5000 16,500.00 19,783.000 29,674.50 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 130,400.00 32,918.220 131,672.88 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 66,500.00 28,000.500 70,001.25 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 1,225.00 636.000 1,590.00 72 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 48.0000 6,144,000.00 94,432.300 4,532,750.40 MAXIMUM GRADING) 73 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 550.00 350.000 875.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 35,250.00 14,824.330 37,060.83 75 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 29,250.00 9,654.930 24,137.33 76 CONCRETE PAVEMENT M3 300.0000 375,000.00 1,342.070 402,621.00 PROGRAM CAS145 PAGE 4 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT M 30.0000 780.00 2,437.000 73,110.00 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,600.0000 1,982,400.00 602.744 964,390.40 (TYPE R) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 85,250.00 59.327 91,956.85 F) 80 MINOR CONCRETE (BARRIER SLAB) M3 400.0000 304,000.00 764.000 305,600.00 81 MINOR CONCRETE (BARRIER CAP) M3 950.0000 788,500.00 805.840 765,548.00 82 PAVING NOTCH EXTENSION M3 4,500.0000 157,500.00 15.485 69,682.50 83 FURNISH POLYESTER CONCRETE OVERLAY M3 1,450.0000 337,850.00 104.587 151,651.15 84 PLACE POLYESTER CONCRETE OVERLAY M2 42.0000 400,722.00 3,751.293 157,554.31 F) 85 JOINT SEAL (MR 30 MM) M 130.0000 27,560.00 0.000 0.00 S) 86 JOINT SEAL (MR 15 MM) M 115.0000 35,190.00 230.000 26,450.00 S) 87 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.2000 41,760.00 11,399.000 82,072.80 F) WITH WALKWAY) 88 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.7500 21,750.00 11,562.000 43,357.50 SF)WITH WALKWAY) 89 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 446,381.00 73,694.000 479,011.00 F) 90 INSTALL SIGN STRUCTURE (TRUSS) KG 1.3000 89,276.20 73,895.000 96,063.50 SF) 91 760 MM CAST-IN-DRILLED-HOLE M 1,600.0000 208,000.00 122.830 196,528.00 S) CONCRETE PILE (SIGN FOUNDATION) 92 920 MM CAST-IN-DRILLED-HOLE M 1,700.0000 5,100.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 93 1070 MM CAST-IN-DRILLED-HOLE M 1,700.0000 11,900.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 12,950.00 6.000 11,100.00 S) PILE (SIGN FOUNDATION) 95 ROADSIDE SIGN - ONE POST EA 180.0000 7,560.00 45.000 8,100.00 96 ROADSIDE SIGN - TWO POST EA 360.0000 24,120.00 71.000 25,560.00 97 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 6,480.00 82.000 6,560.00 METHOD) 98 300 MM CORRUGATED STEEL PIPE M 300.0000 15,600.00 44.300 13,290.00 (2.01 MM THICK) 99 450 MM CORRUGATED STEEL PIPE M 310.0000 6,200.00 24.400 7,564.00 (2.01 MM THICK) 00 750 MM CORRUGATED STEEL PIPE M 480.0000 2,880.00 6.000 2,880.00 (2.77 MM THICK) 01 1200 MM CORRUGATED STEEL PIPE M 600.0000 23,400.00 39.000 23,400.00 (2.77 MM THICK) 02 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 110.0000 7,590.00 0.000 0.00 (2.01 MM THICK) 03 200 MM NON-PERFORATED STEEL PIPE M 140.0000 7,560.00 0.000 0.00 UNDERDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 5 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 6,000.00 26.200 5,240.00 (1.63 MM THICK) 05 300 MM ANCHOR ASSEMBLY EA 260.0000 3,120.00 12.000 3,120.00 06 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 60.0000 42,000.00 0.000 0.00 07 ROCK SLOPE PROTECTION M3 65.0000 13,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 08 ROCK SLOPE PROTECTION FABRIC M2 3.0000 4,650.00 0.000 0.00 09 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,300.0000 37,700.00 22.360 29,068.00 10 MINOR CONCRETE (CURB RAMP) M3 1,350.0000 31,050.00 40.637 54,859.95 11 MISCELLANEOUS IRON AND STEEL KG 5.0000 29,600.00 5,476.000 27,380.00 SF) 12 DELINEATOR (CLASS 1) EA 28.0000 3,640.00 119.000 3,332.00 13 DELINEATOR (CLASS 2) EA 28.0000 19,600.00 716.000 20,048.00 14 HIGHWAY POST MARKER EA 28.0000 2,072.00 74.000 2,072.00 15 OBJECT MARKER (TYPE K-1) EA 28.0000 420.00 15.000 420.00 16 OBJECT MARKER (TYPE L-1) EA 28.0000 1,764.00 58.000 1,624.00 17 METAL BEAM GUARD RAILING (WOOD POST) M 78.0000 255,060.00 1,701.160 132,690.48 S) 18 TERMINAL SYSTEM (TYPE ET) EA 2,900.0000 8,700.00 5.000 14,500.00 S) 19 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 34.000 68,000.00 S) 20 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 25,800.00 53.000 31,800.00 S) 21 CONCRETE BARRIER (TYPE 736 MOD) M 220.0000 88,000.00 401.550 88,341.00 22 CONCRETE BARRIER (TYPE 736 B MOD) M 440.0000 162,800.00 363.250 159,830.00 23 THERMOPLASTIC PAVEMENT MARKING M2 48.0000 35,520.00 743.160 35,671.68 S) 24 THERMOPLASTIC TRAFFIC STRIPE M 0.3300 41,910.00 126,874.000 41,868.42 S) (SPRAYABLE) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8400 2,209.20 1,701.000 1,428.84 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 11,424.00 6,772.000 11,512.40 S) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5200 44,616.00 86,389.000 44,922.28 S) (BROKEN 10.98 M - 3.66 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 715.00 1,491.000 820.05 S) (BROKEN 5.18 M - 2.14 M) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 189.00 108.000 226.80 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 7,812.00 2,472.000 7,663.20 S) PROGRAM CAS145 PAGE 6 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER EA 10.5000 48,090.00 4,524.000 47,502.00 S) (RETROREFLECTIVE-RECESSED) 32 LIGHTING AND SIGN ILLUMINATION LS 1350,000.0000 1,350,000.00 1.000 1,350,000.00 S) 33 TRAFFIC OPERATIONS SYSTEMS LS 475,000.0000 475,000.00 1.000 475,000.00 S) 34 MODIFY SIGNAL AND LIGHTING LS 67,000.0000 67,000.00 1.000 67,000.00 S) 35 FIBER OPTIC SYSTEM LS 1780,000.0000 1,780,000.00 1.000 1,780,000.00 S) 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 0.000 0.00 38 BAR REINFORCING STEEL KG 3.5000 24,605.00 7,030.000 24,605.00 F) PROGRAM CAS145 PAGE 7 DATE 01/02/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 02:04 PM ESTIMATE NO. 40 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/07 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 01/02/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,092.26 31,447,050.75 ADJUSTMENT OF COMPENSATION 106,614.99 7,701,472.75 EXTRA WORK 120,247.88 1,561,238.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 238,955.13 40,709,761.68 39 MOBILIZATION LS 2200,000.0000 2,200,000.00 1.000 2,200,000.00 ORIGINAL CONTRACT AMOUNT 40,462,115.40 TOTAL WORK COMPLETED 238,955.13 42,909,761.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -1,955.09 TOTAL 248,955.13 42,907,806.59 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 06/24/04 305 07/14/04 07/09/04 04/09/07 307 378 14 2 100% 100% MURPHY, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 01/02/08