PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/22/09 EST. NO.05 TIME 09:33 AM R.E. NAME: HAMM, JEFF 03-388004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0013 20,283.06 E.W. @ L.S.(+) 121109 N 002 0 20,283.06 TOTAL THIS ESTIMATE 58,290.30 TOTAL PREVIOUS ESTIMATE 78,573.36 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/22/09 EST. NO.05 TIME 09:33 AM R.E. NAME: HAMM, JEFF 03-388004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% CPM SCHEDULE -103,432.00 03 25% STORM WATER -103,432.00 03 RETRUN STORM WATER 103,432.00 04 25% CPM NON-COMPLIAN -169,985.28 04 CPM DEDUCT 25% -115,392.00 05 STORM DEDUCT 25% -115,392.00 05 -230,784.00 -504,201.28 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 01 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/09 -10,000.00 03 PER LTR DATED 11/09 -10,000.00 04 PER LTR DATED 12-09 -1,000.00 05 RETURN DEDUCT 10,000.00 05 9,000.00 -11,000.00 TOTAL DEDUCTIONS -221,784.00 -525,201.28 PROGRAM CAS145 PAGE 1 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 LOCATION RERUN PROGRESS ESTIMATE 03-YOL-50-0.3/2.0 ----------------------- ARGONAUT CONSTRUCTORS IN YOLO COUNTY IN WEST SACRAMENTO P O BOX 639 FROM 1.1 KM WEST TO 1.0 KM EAST OF SANTA ROSA CA 95402 HARBOR BOULEVARD OVERCROSSING FED. AID NO. STPL-6203(7)E ,N-6203(7)E WIDEN CONCRETE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 625.00 02 TIME-RELATED OVERHEAD WDAY 750.0000 187,500.00 15.000 11,250.00 95.000 71,250.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 16.5000 6,765.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.060 150.00 0.380 950.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.020 50.00 0.650 1,625.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 3.5500 34,506.00 751.000 2,666.05 1,812.220 6,433.38 07 TEMPORARY SILT FENCE M 4.0000 15,640.00 833.800 3,335.20 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 2.000 3,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 9,600.00 2.000 3,200.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 8,190.00 6.000 1,260.00 11 STREET SWEEPING LS 20,000.0000 20,000.00 0.060 1,200.00 0.380 7,600.00 12 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.366 4,026.00 1.000 11,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.060 15,000.00 0.380 95,000.00 S) 14 TYPE III BARRICADE EA 50.0000 1,000.00 0.000 0.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 12.0000 3,480.00 10.200 122.40 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 4,200.00 50.300 301.80 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 8,560.00 265.000 212.00 3,316.000 2,652.80 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 6,800.00 23.000 782.00 S) 19 TRAFFIC PLASTIC DRUMS EA 50.0000 7,000.00 38.000 1,900.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 1,468.000 4,404.00 S) 21 TEMPORARY SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.598 44,850.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.060 2,100.00 0.380 13,300.00 PROGRAM CAS145 PAGE 2 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 20.0000 164,400.00 1,972.000 39,440.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 14.000 2,800.00 28.000 5,600.00 S) 25 TEMPORARY CRASH CUSHION EA 5,000.0000 55,000.00 5.000 25,000.00 S) (TYPE ABSORB 350) 26 ABANDON CULVERT EA 2,820.0000 5,640.00 2.000 5,640.00 27 OBLITERATE SURFACING M2 0.9000 6,246.00 1,014.000 912.60 28 REMOVE CHAIN LINK FENCE M 5.5000 10,395.00 1,089.000 5,989.50 S) 29 REMOVE METAL BEAM GUARD RAILING M 56.0000 1,344.00 23.000 1,288.00 S) 30 REMOVE FLARED END SECTION EA 175.0000 1,225.00 4.000 700.00 S) 31 REMOVE THRIE BEAM BARRIER M 25.0000 17,000.00 0.000 0.00 S) 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 7,500.00 96.000 144.00 S) 33 REMOVE TRAFFIC STRIPE M 1.5000 17,700.00 179.000 268.50 S) 34 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 4,536.00 120.000 168.00 S) (TEMPORARY) 35 REMOVE PAVEMENT MARKING M2 1.0000 290.00 1.300 1.30 S) 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 8,540.00 637.000 891.80 2,256.000 3,158.40 S) 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 600.00 25.900 518.00 S) 38 REMOVE PAINTED PAVMENT MARKING M2 20.0000 1,000.00 0.000 0.00 S) (TEMPORARY) 39 REMOVE ROADSIDE SIGN EA 50.0000 3,900.00 0.000 0.00 40 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 0.000 0.00 41 REMOVE SIGN STRUCTURE EA 12,150.0000 12,150.00 0.000 0.00 42 REMOVE BRIDGE MOUNTED SIGN EA 1,850.0000 7,400.00 2.000 3,700.00 4.000 7,400.00 43 REMOVE CULVERT EA 2,100.0000 16,800.00 3.312 6,955.20 44 REMOVE INLET EA 470.0000 3,760.00 2.000 940.00 45 REMOVE MANHOLE EA 450.0000 900.00 2.000 900.00 46 REMOVE ASPHALT CONCRETE SURFACING M2 12.4000 3,782.00 0.000 0.00 47 RESET ROADSIDE SIGN EA 350.0000 350.00 0.000 0.00 48 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0.00 49 ADJUST INLET EA 1,390.0000 5,560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ADJUST MANHOLE TO GRADE EA 570.0000 2,280.00 0.000 0.00 51 ADJUST VALVE BOX FRAME AND COVER TO EA 570.0000 2,280.00 0.000 0.00 GRADE 52 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4000 19,108.00 0.000 0.00 S) 53 CAP INLET EA 1,120.0000 1,120.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 0.600 90,000.00 55 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.150 15,000.00 0.650 65,000.00 56 ROADWAY EXCAVATION M3 23.6000 967,600.00 931.500 21,983.40 9,188.480 216,848.13 57 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 320,000.00 113.400 18,144.00 550.010 88,001.60 (AERIALLY DEPOSITED LEAD) 58 ROADWAY EXCAVATION (TYPE Z-4) M3 19.0000 114,000.00 477.500 9,072.50 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 60 ROADWAY EXCAVATION (TYPE DC) M3 27.0000 15,390.00 0.000 0.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 95,100.00 0.000 0.00 F) 62 STRUCTURE EXCAVATION (TYPE DC) M3 21.0000 39,207.00 560.000 11,760.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 23,500.00 353.000 7,060.00 1,175.000 23,500.00 F) 64 STRUCTURE EXCAVATION (TYPE Z-2) M3 300.0000 3,600.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 65 STRUCTURE EXCAVATION (TYPE Z-4) M3 300.0000 10,200.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 66 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 29,100.00 0.000 0.00 F) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 54.0000 31,482.00 0.000 0.00 F) 68 PERVIOUS BACKFILL MATERIAL M3 75.0000 1,575.00 0.000 0.00 F) 69 HIGHWAY PLANTING LS 8,260.0000 8,260.00 0.000 0.00 S) 70 EROSION CONTROL (TYPE D) M2 0.2000 13,200.00 4,048.000 809.60 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 600.00 0.000 0.00 S) 72 WEED CONTROL MAT (FIBER) M 100.0000 19,000.00 0.000 0.00 S) 73 PLANT ESTABLISHMENT WORK LS 7,500.0000 7,500.00 0.000 0.00 S) 74 IRRIGATION SYSTEM LS 34,000.0000 34,000.00 0.000 0.00 S) 75 200 MM ALTERNATIVE CONDUIT M 202.0000 48,480.00 0.000 0.00 S) 76 EXTEND 150 MM CONDUIT M 120.0000 6,000.00 9.000 1,080.00 S) PROGRAM CAS145 PAGE 4 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 44.5000 1,450,700.00 588.100 26,170.45 5,790.060 257,657.67 78 ASPHALT CONCRETE (TYPE A) TONN 64.0000 1,657,600.00 2,487.740 159,215.36 79 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 120.0000 13,200.00 0.000 0.00 80 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 104.0000 2,600.00 0.000 0.00 AREA) 81 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 455.00 0.000 0.00 82 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 105.00 0.000 0.00 83 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,290.00 0.000 0.00 84 FURNISH PILING (CLASS 900) M 100.0000 56,400.00 0.000 0.00 (ALTERNATIVE X) 85 DRIVE CONCRETE PILE (CLASS 900) EA 2,500.0000 80,000.00 0.000 0.00 S) (ALTERNATIVE X) 86 FURNISH PILING (CLASS 625) M 100.0000 57,300.00 0.000 0.00 (ALTERNATIVE X) 87 DRIVE CONCRETE PILE (CLASS 625) EA 2,500.0000 80,000.00 0.000 0.00 S) (ALTERNATIVE X) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 0.000 0.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 47,500.00 0.000 0.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 990.0000 511,830.00 31.000 30,690.00 F) 91 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 190,475.00 106.000 50,350.00 212.000 100,700.00 F) 92 CLASS 4 CONCRETE (BACKFILL) M3 109.0000 4,730.60 7.260 791.34 11.960 1,303.64 F) 93 CLASS 1 CONCRETE (BOX CULVERT) M3 809.0000 372,220.90 377.920 305,737.28 F) 94 MINOR CONCRETE (MINOR STRUCTURE) M3 1,090.0000 58,751.00 9.480 10,333.20 23.890 26,040.10 F) 95 MINOR CONCRETE (SOUND WALL) M3 450.0000 126,000.00 0.000 0.00 96 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 97 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 50,000.00 0.000 0.00 S) BATHTUB GIRDER 98 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 225,000.00 0.000 0.00 S) BATHTUB GIRDER (15M -20M) 99 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,500.0000 245,000.00 0.000 0.00 S) BATHTUB GIRDER (20M -25M) 00 SOUND WALL (MASONRY BLOCK) M2 144.0000 413,568.00 0.000 0.00 SF) 01 JOINT SEAL (MR 50 MM) M 230.0000 6,900.00 0.000 0.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 102,932.80 2,500.000 4,000.00 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 40,512.00 15,847.000 31,694.00 19,521.000 39,042.00 SF) PROGRAM CAS145 PAGE 5 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 0.1000 7,460.50 61,224.900 6,122.49 F) 05 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 46,200.00 0.000 0.00 F) WITH WALKWAY) 06 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.7500 8,470.00 0.000 0.00 F) WITH WALKWAY) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,314,005.00 0.000 0.00 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4500 53,754.75 0.000 0.00 F) 09 FURNISH LAMINATED PANEL SIGN M2 160.0000 48,800.00 0.000 0.00 (25.4 MM-TYPE A) 10 FURNISH LAMINATED PANEL SIGN M2 150.0000 3,450.00 0.000 0.00 (25.4 MM-TYPE B) 11 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 7,155.00 0.000 0.00 (1.6 MM-UNFRAMED) 12 FURNISH SINGLE SHEET ALUMINUM SIGN M2 137.0000 7,398.00 0.000 0.00 (2.0 MM-UNFRAMED) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 346.50 0.000 0.00 (1.6 MM-FRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 2,970.00 0.000 0.00 (2.0 MM-FRAMED) 15 1372 MM CAST-IN-DRILLED-HOLE M 2,000.0000 36,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 16 1524 MM CAST-IN-DRILLED-HOLE M 2,350.0000 213,850.00 7.000 16,450.00 S) CONCRETE PILE (SIGN FOUNDATION) 17 ROADSIDE SIGN (BARRIER MOUNTED) EA 3,600.0000 7,200.00 0.000 0.00 18 ROADSIDE SIGN - ONE POST EA 185.0000 12,025.00 0.000 0.00 19 ROADSIDE SIGN - TWO POST EA 275.0000 3,025.00 0.000 0.00 20 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 2,250.00 0.000 0.00 METHOD) 21 450 MM REINFORCED CONCRETE PIPE M 216.0000 95,040.00 21.300 4,600.80 140.140 30,270.24 22 600 MM REINFORCED CONCRETE PIPE M 169.0000 99,710.00 323.820 54,725.58 350.980 59,315.62 23 900 MM REINFORCED CONCRETE PIPE M 807.0000 16,140.00 0.000 0.00 24 450 MM CONCRETE FLARED END SECTION EA 672.0000 4,032.00 1.000 672.00 25 600 MM CONCRETE FLARED END SECTION EA 747.0000 4,482.00 1.000 747.00 1.000 747.00 26 ROCK SLOPE PROTECTION M3 423.0000 1,692.00 0.000 0.00 (BACKING NO. 2, METHOD B) 27 SLOPE PAVING (CONCRETE) M3 1,010.0000 57,570.00 0.000 0.00 F) 28 ROCK SLOPE PROTECTION FABRIC M2 38.0000 722.00 0.000 0.00 29 MINOR CONCRETE (TEXTURED PAVING) M3 499.0000 174,650.00 0.000 0.00 30 MINOR CONCRETE (CURB, SIDEWALK, M3 389.0000 186,720.00 0.000 0.00 DRIVE-WAY, AND CURB RAMP) PROGRAM CAS145 PAGE 6 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MISCELLANEOUS IRON AND STEEL KG 3.0000 16,845.00 148.000 444.00 SF) 32 CHAIN LINK FENCE (TYPE CL-1.2) M 44.0000 7,480.00 0.000 0.00 33 CHAIN LINK FENCE (TYPE CL-1.8) M 47.0000 68,620.00 0.000 0.00 S) 34 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 35 DELINEATOR (CLASS 1) EA 35.0000 3,570.00 0.000 0.00 36 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 45.0000 720.00 0.000 0.00 37 HIGHWAY POST MARKER EA 42.0000 336.00 0.000 0.00 38 OBJECT MARKER (TYPE K-1) EA 40.0000 240.00 0.000 0.00 39 OBJECT MARKER (TYPE L-1) EA 32.0000 288.00 0.000 0.00 40 METAL BEAM GUARD RAILING M 100.0000 17,000.00 0.000 0.00 41 CHAIN LINK RAILING (TYPE 7) M 164.0000 63,468.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 78,800.00 0.000 0.00 F) 43 SINGLE THRIE BEAM BARRIER M 60.0000 40,800.00 0.000 0.00 S) 44 TRANSITION RAILING (TYPE WB) EA 4,100.0000 8,200.00 0.000 0.00 S) 45 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 0.000 0.00 S) 46 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 2,900.00 0.000 0.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 21,600.00 0.000 0.00 S) 48 CRASH CUSHION (ADIEM) EA 16,000.0000 16,000.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60C) M 210.0000 84,000.00 0.000 0.00 S) 50 CONCRETE BARRIER (TYPE 736A MODIFIED) M 275.0000 75,900.00 0.000 0.00 F) 51 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 12,750.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,600.00 0.000 0.00 S) 53 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 925.00 0.000 0.00 S) 54 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 65.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,000.00 0.000 0.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,200.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 7 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 15,360.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 59 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,830.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 9,230.00 0.000 0.00 S) 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.450 1,125.00 0.450 1,125.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 62 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.200 30,000.00 0.330 49,500.00 S) 63 SIGN ILLUMINATION LS 7,500.0000 7,500.00 0.050 375.00 0.050 375.00 S) 64 MODIFY SIGN ILLUMINATION LS 18,000.0000 18,000.00 0.000 0.00 S) 65 EMERGENCY VEHICLE DETECTOR SYSTEM LS 11,000.0000 11,000.00 0.000 0.00 S) 66 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.106 2,650.00 0.173 4,325.00 S) 67 MODIFY MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 0.000 0.00 S) SYSTEM 68 RELOCATE CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.160 4,800.00 0.288 8,640.00 S) SYSTEM 69 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 S) 70 MODIFY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 0.000 0.00 S) 71 MODIFY LIGHTING LS 36,000.0000 36,000.00 0.000 0.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.420 105,000.00 0.440 110,000.00 S) 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 PROTECTION OF MIGRATORY BIRDS LS 3,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:33 AM ESTIMATE NO. 05 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/09 R.E. NAME: HAMM, JEFF DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 429,595.62 2,102,059.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,283.06 78,573.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 449,878.68 2,180,632.67 75 MOBILIZATION LS 893,000.0000 893,000.00 0.750 669,750.00 ORIGINAL CONTRACT AMOUNT 13,937,886.05 TOTAL WORK COMPLETED 449,878.68 2,850,382.67 MATERIALS ON HAND ON SITE 35,824.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -221,784.00 -525,201.28 TOTAL 228,094.68 2,361,005.99 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 06/04/09 370 07/29/09 07/29/09 08/13/10 89 10 0 0 20% 36% PROGRESS IS SATISFACTORY HAMM, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/09