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 09/21/10 EST. NO.23 TIME 02:56 PM R.E. NAME: WRIGHT, GEOFFREY 01-290304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 023 0014 756.75 E.W. @ F.A.(+) 080710 N 0014 0 025 0013 214.75 E.W. @ F.A.(+) 081210 N 40 0 026 0008 1,374.51 E.W. @ F.A.(+) 072109 N 0008 0 036 0003 274.51 E.W. @ F.A.(+) 072110 N 0003 0 042 0001 3,307.03 E.W. @ F.A.(+) 062410 N 001 0 0002 545.28 062510 N 002 0 6,472.83 TOTAL THIS ESTIMATE 447,520.68 TOTAL PREVIOUS ESTIMATE 453,993.51 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 09/21/10 EST. NO.23 TIME 02:56 PM R.E. NAME: WRIGHT, GEOFFREY 01-290304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7-09 -10,000.00 08 PER LTR DATED 8-20 -10,000.00 09 RETURN 7-09 10,000.00 09 RETURN 08/09 10,000.00 11 PERLETTERDATED 10/09 -5,000.00 12 PER LTR DATED 11-09 -10,000.00 13 RET 10/09 DEDUCT 5,000.00 14 RET 11/09 DEDUCT 10,000.00 14 PER 03/10 LTR -2,000.00 17 PER LTR DATED 4/10 -5,000.00 18 PER LTR DATED 5/10 -5,000.00 19 RETURN 3/10 DEDUCT 2,000.00 19 RETURN DEDUCT 4-10 5,000.00 21 RETURN DEDUCT 5-10 5,000.00 21 PER LTR DATED 8/10 -5,000.00 22 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-101-57.0/59.1 ----------------------- GRANITE CONSTRUCTION COMPANY IN HUMBOLDT COUNTY NEAR ALTON ON P O BOX 50085 ROUTE 101 AND ON ROUTE 36 WATSONVILLE CA 95077 FED. AID NO. N O N E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,875.0000 5,875.00 0.750 4,406.25 02 TIME-RELATED OVERHEAD WDAY 1,450.0000 514,750.00 14.000 20,300.00 353.000 511,850.00 03 TEMPORARY FENCE (TYPE BW) M 21.0000 3,990.00 110.000 2,310.00 04 TEMPORARY FENCE (TYPE ESA) M 7.8500 29,908.50 3,181.100 24,971.64 05 450 MM TEMPORARY CULVERT M 200.0000 1,000.00 5.200 1,040.00 06 600 MM TEMPORARY CULVERT M 125.0000 6,500.00 49.500 6,187.50 07 450 MM TEMPORARY ALTERNATIVE FLARED EA 500.0000 500.00 1.000 500.00 END SECTION 08 600 MM TEMPORARY ALTERNATIVE FLARED EA 595.0000 2,380.00 4.000 2,380.00 END SECTION 09 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.009 90.00 1.000 10,000.00 10 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.010 50.00 1.000 5,000.00 S) PREVENTION PLAN 11 TEMPORARY EROSION CONTROL M2 0.6500 15,665.00 28,341.000 18,421.65 S) 12 TEMPORARY EROSION CONTROL BLANKET M2 4.7500 2,375.00 0.000 0.00 S) 13 TEMPORARY FIBER ROLL M 10.2000 47,124.00 236.200 2,409.24 1,635.600 16,683.12 14 TEMPORARY SILT FENCE M 10.3000 7,416.00 0.000 0.00 15 TEMPORARY GRAVEL BAG BERM M 43.0000 5,160.00 19.800 851.40 16 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,800.0000 7,200.00 1.000 1,800.00 4.000 7,200.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 16,000.00 1.000 2,000.00 8.000 16,000.00 18 TEMPORARY COVER M2 10.3000 2,575.00 148.650 1,531.10 19 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 1.000 500.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 20 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 4,200.00 25.000 5,250.00 21 STREET SWEEPING LS 70,000.0000 70,000.00 0.010 700.00 1.000 70,000.00 22 STEEL GRADE STAKE EA 10.0000 3,700.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CONSTRUCTION AREA SIGNS LS 24,990.0000 24,990.00 0.900 22,491.00 S) 24 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 0.010 1,800.00 1.000 180,000.00 S) 25 FLASHING ARROW SIGN EA 3,500.0000 7,000.00 2.000 7,000.00 S) 26 TYPE III BARRICADE EA 85.0000 1,530.00 18.000 1,530.00 S) 27 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 16,800.00 364.980 10,949.40 S) 28 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 25,600.00 36,985.300 29,588.24 S) 29 CHANNELIZER (SURFACE MOUNTED) EA 27.0000 16,740.00 25.000 675.00 620.000 16,740.00 S) 30 TEMPORARY PAVEMENT MARKER EA 6.0000 17,340.00 3,351.000 20,106.00 S) 31 PORTABLE RADAR TRAILER EA 6,500.0000 13,000.00 2.000 13,000.00 S) 32 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 4.000 48,000.00 S) 33 TEMPORARY RAILING (TYPE K) M 95.0000 255,550.00 2,621.400 249,033.00 34 TEMPORARY CRASH CUSHION (ABSORB 350) EA 10,000.0000 50,000.00 5.000 50,000.00 S) 35 ABANDON CULVERT EA 1,000.0000 18,000.00 2.000 2,000.00 18.000 18,000.00 36 REMOVE FENCE M 12.0000 45,480.00 3,364.200 40,370.40 37 REMOVE METAL BEAM GUARD RAILING M 25.0000 2,375.00 88.680 2,217.00 38 REMOVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 39 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 13,650.00 0.000 0.00 STRIPE 40 REMOVE PAINTED TRAFFIC STRIPE M 1.0500 26,250.00 16,895.400 17,740.17 41 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 6,250.00 143.530 3,588.25 42 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 3,150.00 718.500 502.95 3,343.700 2,340.59 43 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 2,370.00 65.460 1,963.80 162.560 4,876.80 44 REMOVE ROADSIDE SIGN EA 100.0000 7,400.00 77.000 7,700.00 45 REMOVE ASPHALT CONCRETE DIKE M 10.0000 180.00 15.300 153.00 46 REMOVE CULVERT EA 800.0000 1,600.00 2.000 1,600.00 47 REMOVE INLET EA 500.0000 5,000.00 8.000 4,000.00 48 REMOVE HEADWALL EA 700.0000 16,800.00 16.000 11,200.00 49 REMOVE DOWNDRAIN EA 1,500.0000 1,500.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE BASE AND SURFACING M3 15.0000 10,800.00 1,068.430 16,026.45 51 RECONSTRUCT METAL BEAM GUARD RAILING M 150.0000 1,200.00 7.620 1,143.00 52 RESET GATE EA 750.0000 750.00 1.000 750.00 53 RESET ROADSIDE SIGN (ONE POST) EA 210.0000 2,100.00 7.000 1,470.00 54 RESET ROADSIDE SIGN (TWO POST) EA 1,560.0000 4,680.00 2.000 3,120.00 55 RELOCATE GATE EA 750.0000 750.00 1.000 750.00 2.000 1,500.00 56 RELOCATE ROADSIDE SIGN-ONE POST EA 210.0000 2,520.00 11.000 2,310.00 57 RELOCATE ROADSIDE SIGN-TWO POST EA 1,560.0000 6,240.00 5.000 7,800.00 58 RELOCATE TEMPORARY CRASH CUSHION EA 900.0000 8,100.00 9.000 8,100.00 (ABSORB 350) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 21,285.00 1,952.300 8,785.35 4,236.200 19,062.90 S) 60 RESET TEMPORARY RAILING (TYPE K) M 12.0000 54,480.00 4,665.060 55,980.72 61 CLEARING AND GRUBBING LS 152,800.0000 152,800.00 1.000 152,800.00 62 ROADWAY EXCAVATION M3 5.5000 140,250.00 27,709.830 152,404.07 63 SELECTED MATERIAL M3 15.0000 46,050.00 5,438.500 81,577.50 64 ROADWAY EXCAVATION M3 20.0000 15,400.00 772.100 15,442.00 (PETROLEUM HYDROCARBONS) 65 LEAD COMPLIANCE PLAN LS 3,675.0000 3,675.00 1.000 3,675.00 S) 66 PETROLEUM HYDROCARBON HEALTH & SAFETY LS 2,500.0000 2,500.00 1.000 2,500.00 PLAN 67 STRUCTURE EXCAVATION (BRIDGE) M3 45.0000 22,590.00 502.000 22,590.00 F) 68 STRUCTURE BACKFILL (BRIDGE) M3 230.0000 57,040.00 243.597 56,027.31 F) 69 PERVIOUS BACKFILL MATERIAL M3 88.0000 1,320.00 15.000 1,320.00 F) 70 SAND BACKFILL (ABANDON CULVERT) M3 10.0000 4,000.00 110.630 1,106.30 71 DITCH EXCAVATION M3 10.0000 42,000.00 63.700 637.00 9,590.000 95,900.00 72 IMPORTED BORROW M3 17.0000 2,720,000.00 199,888.416 3,398,103.07 73 IMPORTED MATERIAL (SHOULDER BACKING) TONN 60.0000 18,600.00 74.010 4,440.60 539.180 32,350.80 74 WEED CONTROL MAT (FIBER) M2 25.0000 13,750.00 84.000 2,100.00 501.970 12,549.25 S) 75 EROSION CONTROL (TYPE D) HA 8,333.0000 124,995.00 3.265 27,207.25 12.405 103,370.87 S) 76 WETLAND SEEDING HA 28,406.0000 56,812.00 5.060 143,734.36 S) PROGRAM CAS145 PAGE 4 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS M 10.2000 57,426.00 6,510.630 66,408.43 S) 78 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 1.000 500.00 4.000 2,000.00 S) 79 CLASS 2 AGGREGATE BASE M3 42.0000 861,000.00 17,207.930 722,733.06 80 REPLACE ASPHALT CONCRETE SURFACING M3 375.0000 101,250.00 269.100 100,912.50 269.100 100,912.50 81 ASPHALT CONCRETE (OPEN GRADED) TONN 125.0000 543,750.00 5,498.530 687,316.25 5,498.530 687,316.25 82 ASPHALT CONCRETE (TYPE A, 19-MM TONN 110.0000 2,453,000.00 81.770 8,994.70 20,415.870 2,245,745.70 MAXIMUM GRADING) 83 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 110.0000 58,300.00 43.640 4,800.40 313.230 34,455.30 MAXIMUM GRADING) 84 PAVING ASPHALT (BINDER-PAVEMENT TONN 700.0000 8,400.00 0.000 0.00 REINFORCING FABRIC) 85 PAVEMENT REINFORCING FABRIC M2 2.9000 18,995.00 5,933.000 17,205.70 86 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 28.5000 27,930.00 6.300 179.55 495.380 14,118.33 AREA) 87 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.2500 687.50 24.690 154.31 88 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.2500 12,812.50 2,131.300 13,320.63 89 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.2500 237.50 43.590 272.44 90 SHOULDER RUMBLE STRIP STA 100.0000 11,000.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 91 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 45,000.00 0.000 0.00 92 FURNISH STEEL PIPE PILING (610 MM) M 480.0000 375,360.00 781.958 375,339.84 93 DRIVE STEEL PIPE PILE (610 MM) EA 3,500.0000 161,000.00 46.000 161,000.00 S) 94 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 480.0000 134,400.00 280.000 134,400.00 PILING (610 MM) 95 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 6,000.0000 96,000.00 16.000 96,000.00 S) PILE (610 MM) 96 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 1.000 55,000.00 S) 97 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 42,500.00 85.000 42,500.00 F) 98 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 829,800.00 901.700 811,530.00 F) 99 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 20,400.00 24.000 20,400.00 F) (TYPE EQ) 00 CLASS 2 CONCRETE (HEADWALL & WINGWALL) M3 2,000.0000 154,000.00 82.570 165,140.00 F) 01 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 202,000.00 94.990 189,980.00 F) 02 MINOR CONCRETE (BACKFILL) M3 250.0000 24,000.00 95.399 23,849.75 03 ARCHITECTURAL TREATMENT (BASKET WEAVE) M2 190.0000 11,590.00 61.000 11,590.00 F) PROGRAM CAS145 PAGE 5 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FRACTURED RIB TEXTURE M2 150.0000 7,800.00 52.000 7,800.00 F) 05 JOINT SEAL (MR 40 MM) M 200.0000 7,200.00 32.400 6,480.00 S) 06 BAR REINFORCING STEEL KG 3.0000 7,230.00 2,621.000 7,863.00 SF)(HEADWALL & WINGWALL) 07 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 370,800.00 123,600.000 370,800.00 SF) 08 BAR REINFORCING STEEL (EPOXY COATED) KG 3.0000 4,440.00 1,480.000 4,440.00 SF) 09 HEADED BAR REINFORCEMENT EA 50.0000 3,600.00 72.000 3,600.00 SF) 10 ROADSIDE SIGN - ONE POST EA 325.0000 12,675.00 39.000 12,675.00 11 ROADSIDE SIGN - TWO POST EA 725.0000 2,900.00 6.000 4,350.00 12 INSTALL ROADSIDE SIGN EA 1,850.0000 7,400.00 4.000 7,400.00 (LAMINATED WOOD BOX POST) 13 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 5,250.00 35.810 5,371.50 14 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 274,000.00 1,453.450 290,690.00 15 750 MM ALTERNATIVE PIPE CULVERT M 225.0000 85,500.00 74.700 16,807.50 16 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 11,960.00 57.000 13,110.00 17 1050 MM ALTERNATIVE PIPE CULVERT M 280.0000 47,600.00 173.650 48,622.00 18 525 MM X 375 MM ALTERNATIVE PIPE M 275.0000 15,400.00 32.100 8,827.50 ARCH CULVERT 19 JACKED 1050 MM REINFORCED CONCRETE PIPE M 2,600.0000 130,000.00 50.000 130,000.00 (CLASS III) 20 GRATED LINE DRAIN M 280.0000 2,240.00 5.800 1,624.00 21 ROCK SLOPE PROTECTION M3 175.0000 23,275.00 134.440 23,527.00 (FACING, METHOD B) 22 ROCK SLOPE PROTECTION M3 180.0000 21,600.00 139.780 25,160.40 (BACKING NO. 2, METHOD B) 23 ROCK SLOPE PROTECTION M3 165.0000 11,880.00 0.000 0.00 (BACKING NO. 3, METHOD B) 24 ROCK SLOPE PROTECTION (BACKING NO. 2, M3 200.0000 16,600.00 37.940 7,588.00 246.400 49,280.00 METHOD A) 25 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 24,000.00 198.300 23,796.00 26 ROCK SLOPE PROTECTION FABRIC M2 8.0000 10,480.00 81.300 650.40 2,028.680 16,229.44 27 MINOR CONCRETE (CURB, SIDEWALK AND M3 600.0000 23,400.00 38.930 23,358.00 CURB RAMP) 28 MISCELLANEOUS IRON AND STEEL KG 3.2500 20,150.00 4,713.000 15,317.25 SF) 29 FENCE (TYPE BW, 5 STRAND, METAL POST) M 21.0000 79,170.00 114.000 2,394.00 3,700.000 77,700.00 S) 30 FENCE (TYPE BW, 4-STRAND, WOOD POST) M 19.0000 12,730.00 664.000 12,616.00 S) PROGRAM CAS145 PAGE 6 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FENCE (TYPE WM, METAL POST) M 27.0000 2,430.00 51.800 1,398.60 104.900 2,832.30 S) 32 CHAIN LINK FENCE (TYPE CL-1.8) M 48.0000 28,320.00 403.600 19,372.80 534.400 25,651.20 S) 33 4.9 M WIRE MESH GATE EA 1,800.0000 1,800.00 1.000 1,800.00 S) 34 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 35 MARKER (CULVERT) EA 50.0000 1,750.00 4.000 200.00 4.000 200.00 36 THRIE BEAM BARRIER MARKER EA 25.0000 3,000.00 106.000 2,650.00 106.000 2,650.00 37 METAL BEAM GUARD RAILING M 85.0000 7,650.00 89.710 7,625.35 S) 38 CHAIN LINK RAILING (TYPE 3L) M 150.0000 9,450.00 63.000 9,450.00 SF) 39 CHAIN LINK RAILING (TYPE 7) M 275.0000 17,325.00 63.000 17,325.00 SF) 40 CONCRETE BARRIER (TYPE 26 MODIFIED) M 600.0000 37,800.00 63.000 37,800.00 F) 41 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 160.0000 259,200.00 1,331.050 212,968.00 S) 42 CONCRETE BARRIER MARKER EA 25.0000 975.00 0.000 0.00 43 CABLE RAILING M 90.0000 8,730.00 76.200 6,858.00 S) 44 TRANSITION RAILING (TYPE WB) EA 4,000.0000 40,000.00 9.000 36,000.00 S) 45 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 24,000.00 4.000 16,000.00 6.000 24,000.00 S) 46 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,450.0000 1,450.00 1.000 1,450.00 S) 47 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 6.000 18,000.00 S) 48 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 21,000.00 6.000 18,000.00 S) 49 CONCRETE BARRIER (TYPE 60, M 350.0000 164,500.00 100.400 35,140.00 481.400 168,490.00 ARCHITECTURALLY TREATED) 50 CONCRETE BARRIER (TYPE 60E, M 1,145.0000 44,655.00 38.500 44,082.50 ARCHITECTURALLY TREATED) 51 CONCRETE BARRIER (TYPE 732 MODIFIED) M 500.0000 31,500.00 63.000 31,500.00 F) 52 CONCRETE BARRIER (TYPE 732) M 480.0000 32,640.00 68.000 32,640.00 F) 53 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 11,550.00 41.910 1,466.85 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6800 18,088.00 10,424.700 7,088.80 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 740.00 30.000 30.00 S) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 126.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 126.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 7 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAINT TRAFFIC STRIPE (1-COAT) M 0.4000 2,356.00 0.000 0.00 S) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 6,480.00 0.000 0.00 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 12,302.50 657.000 3,120.75 S) 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.500 500.00 1.000 1,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 62 LIGHTING (TEMPORARY) LS 88,000.0000 88,000.00 1.000 88,000.00 S) 63 LIGHTING LS 235,000.0000 235,000.00 0.020 4,700.00 1.000 235,000.00 S) 64 TRAFFIC MONITORING STATION LS 45,000.0000 45,000.00 0.050 2,250.00 1.000 45,000.00 S) 65 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 66 4.6 M WIRE MESH GATE EA 1,500.0000 6,000.00 4.000 6,000.00 67 ALTERNATIVE FLARED END SECTION EA 650.0000 1,300.00 2.000 1,300.00 PROGRAM CAS145 PAGE 8 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-290304 TIME 02:56 PM ESTIMATE NO. 23 BID OPENING 09/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 974,258.39 14,147,965.69 ADJUSTMENT OF COMPENSATION 0.00 -138,553.78 EXTRA WORK 6,472.83 592,547.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 980,731.22 14,601,959.20 68 MOBILIZATION LS 641,777.5000 641,777.50 1.000 641,777.50 ORIGINAL CONTRACT AMOUNT 14,478,000.00 TOTAL WORK COMPLETED 980,731.22 15,243,736.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 980,731.22 15,238,736.70 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 10/23/08 355 03/10/09 02/10/09 09/23/10 351 49 1 0 94% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST WRIGHT, GEOFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/10