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 10/21/08 EST. NO.05 TIME 02:43 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- 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 0015 1,225.88 E.W. @ F.A.(+) 090208 N 0030.0 0018 172.66 091708 N 0056.0 0019 172.66 091808 N 0058.0 0020 190.88 091908 N 0060.0 0021 190.88 092208 N 0063.0 0022 229.71 092308 N 0065.0 0023 190.88 092308 N 0066.0 0024 190.88 092408 N 0069.0 0025 530.45 092508 N 0071.0 0026 190.88 092508 N 0072.0 0027 265.22 092608 N 0073.0 0028 265.22 092908 N 0075.0 0029 190.88 093008 N 0076.0 0030 190.88 100108 N 0079.0 0031 190.88 100208 N 0080.0 0032 97.20 100208 N 0081.0 0033 439.62 091508 N 0051.0 0034 172.66 091508 N 0052.0 0035 172.66 091608 N 0054.0 0036 542.17 091708 N 0055.0 0037 200.01 100908 N 0096.0 0038 200.01 101008 N 0097.0 0039 347.70 101008 N 0098.0 0040 255.59 101308 N 0100.0 0041 190.88 100308 N 0083.0 0042 344.57 100308 N 0084.0 0043 463.88 100608 N 0085.0 0044 200.01 100608 N 0087.0 0045 200.01 100708 N 0089.0 0046 753.09 100708 N 0090.0 0047 200.01 100808 N 0093.0 0048 255.59 101408 N 0103.0 0049 255.59 101508 N 0104.0 005 0009 1,785.95 E.W. @ F.A.(+) 092208 N 0062.0 0010 2,050.31 092308 N 0064.0 0011 3,594.40 100808 N 0094.0 0012 376.46 100908 N 0095.0 0013 10,320.00 E.W. @ U.P (+) 101308 N 0099.0 0014 1,207.31 E.W. @ F.A.(+) 100608 N 0088.0 013 0008 1,487.86 E.W. @ F.A.(+) 082608 N 0020.0 0009 745.02 082708 N 0022.0 0010 1,159.15 082808 N 0025.0 0011 2,443.78 072308 N 0010.0 017 0007 370.62 E.W. @ F.A.(+) 091708 N 0057.0 0008 407.59 092208 N 0061.0 0009 185.31 092308 N 0067.0 0010 250.29 092408 N 0068.0 0011 182.48 092508 N 0070.0 0012 182.48 093008 N 0077.0 0013 370.62 101308 N 0101.0 0014 803.83 091508 N 0053.0 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 10/21/08 EST. NO.05 TIME 02:43 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0015 341.22 091808 N 0059.0 0016 478.09 092908 N 0074.0 0017 811.28 100108 N 0078.0 0018 185.31 100208 N 0082.0 0019 185.31 100608 N 0086.0 0020 119.61 100708 N 0091.0 0021 68.03 100808 N 0092.0 0022 370.62 101408 N 0102.0 0023 185.31 101508 N 0105.0 40,348.33 TOTAL THIS ESTIMATE 76,495.29 TOTAL PREVIOUS ESTIMATE 116,843.62 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 10/21/08 EST. NO.05 TIME 02:43 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED TESTS -1,500.00 03 FAILED TESTS 01 -3,346.47 04 NO CERTS ITEM 19-21 -3,155.00 04 FAILED TESTS 001 578.28 05 NO CERTS ITEM 19-21 3,155.00 05 3,733.28 -4,268.19 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 02 O/S PRS AUG -10,000.00 04 PRS RECD JUNE 10,000.00 04 O/S PRS SEPT -10,000.00 05 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -6,266.72 -24,268.19 PROGRAM CAS145 PAGE 1 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 LOCATION PROGRESS ESTIMATE 11-IMP-78-R12.1/R15.2 ----------------- SKANSKA IN IMPERIAL COUNTY IN AND NEAR 861 MAIN STREET BRAWLEY ON ROUTE 78 AND ON OLD BRAWLEY,CA 92227 ROUTE 111 FED. AID NO. HPLU-6211(67)E CONSTRUCT FOUR-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.024 360.00 0.317 4,755.00 02 TIME-RELATED OVERHEAD WDAY 3,600.0000 2,340,000.00 20.000 72,000.00 101.000 363,600.00 03 TEMPORARY FENCE (TYPE ESA) M 18.0000 21,060.00 863.400 15,541.20 1,225.820 22,064.76 04 PREPARE CODE OF SAFE WORKING PRACTICES LS 50,000.0000 50,000.00 0.750 37,500.00 05 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 0.030 5,400.00 0.155 27,900.00 06 PREPARE STORM WATER POLLUTION LS 6,700.0000 6,700.00 0.012 80.40 0.562 3,765.40 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL M2 0.2500 78,250.00 0.000 0.00 08 TEMPORARY FIBER ROLL M 15.0000 99,300.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 21,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 99,000.00 11.000 99,000.00 11 MOVE-IN/MOVE-OUT EA 900.0000 5,400.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 12 STREET SWEEPING LS 100,000.0000 100,000.00 0.030 3,000.00 0.155 15,500.00 13 CONSTRUCTION AREA SIGNS LS 20,500.0000 20,500.00 0.012 246.00 0.145 2,972.50 S) 14 TRAFFIC CONTROL SYSTEM LS 107,000.0000 107,000.00 0.030 3,210.00 0.155 16,585.00 S) 15 TYPE III BARRICADE EA 265.0000 16,430.00 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 6,650.00 0.000 0.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 1,290.00 0.000 0.00 S) (LEFT IN PLACE) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 56,000.00 0.124 1,736.00 0.622 8,708.00 S) 19 TEMPORARY RAILING (TYPE K) M 45.0000 34,200.00 189.000 8,505.00 S) 20 TRAFFIC PLASTIC DRUM EA 103.0000 16,480.00 10.000 1,030.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 455.0000 12,740.00 28.000 12,740.00 S) 22 CUT AND CAP TILE DRAIN EA 255.0000 23,460.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON MANHOLE EA 1,350.0000 9,450.00 0.000 0.00 24 REMOVE FENCE M 13.0000 15,730.00 97.000 1,261.00 1,318.900 17,145.70 25 REMOVE BARRICADE EA 15.0000 300.00 0.000 0.00 26 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 31.0000 6,200.00 0.000 0.00 S) MARKING 27 REMOVE CHANNELIZERS EA 22.0000 616.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 120.0000 1,200.00 0.000 0.00 29 ADJUST MANHOLE COVER TO GRADE EA 1,350.0000 2,700.00 0.000 0.00 30 MODIFY MANHOLE EA 3,900.0000 7,800.00 0.800 3,120.00 0.800 3,120.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 10,960.00 0.000 0.00 S) 32 REMOVE CONCRETE BARRIER (TYPE K) M 28.0000 3,920.00 0.000 0.00 33 CLEARING AND GRUBBING LS 140,000.0000 140,000.00 0.900 126,000.00 34 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.030 450.00 0.655 9,825.00 35 ROADWAY EXCAVATION M3 5.0000 3,605,000.00 138,847.192 694,235.96 298,513.567 1,492,567.84 36 ROADWAY EXCAVATION (INFECTIOUS SUBSTANCE M3 220.0000 976,800.00 0.000 0.00 AND ORGANIC MATERIAL) 37 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.250 2,500.00 0.250 2,500.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 116,500.00 543.000 13,575.00 930.000 23,250.00 F) 39 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 62.0000 4,030.00 0.000 0.00 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 208,000.00 0.000 0.00 F) 41 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 93.0000 1,860.00 0.000 0.00 F) 42 LEAN CONCRETE BACKFILL M3 222.0000 3,330.00 0.000 0.00 F) 43 IMPORTED BORROW M3 16.0000 9,088,000.00 20,375.250 326,004.00 53,787.250 860,596.00 44 EROSION CONTROL (TYPE D) M2 0.8500 96,900.00 0.000 0.00 S) 45 NPS 3 SUPPLY LINE (BRIDGE) M 315.0000 307,125.00 0.000 0.00 46 100 MM PLASTIC PIPE (PR 200) M 200.0000 5,400.00 0.000 0.00 SF)(SUPPLY LINE) 47 300 MM PVC (C900) M 245.0000 254,800.00 0.000 0.00 SF) 48 WATER METER EA 4,900.0000 4,900.00 0.000 0.00 S) 49 300 MM GATE VALVE EA 4,200.0000 42,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 100 MM GATE VALVE EA 1,300.0000 1,300.00 0.000 0.00 S) 51 200 MM CORRUGATED HIGH DENSITY M 100.0000 62,000.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 52 FINISHING ROADWAY LS 15,500.0000 15,500.00 0.000 0.00 53 CLASS 4 AGGREGATE SUBBASE M3 40.0000 4,400,000.00 1,340.820 53,632.80 24,652.091 986,083.64 54 CLASS 2 AGGREGATE BASE M3 53.0000 2,332,000.00 0.000 0.00 55 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,100.0000 6,600.00 0.000 0.00 56 ASPHALT CONCRETE (TYPE A) TONN 78.0000 943,800.00 0.000 0.00 57 ASPHALT CONCRETE BASE (TYPE A) TONN 71.0000 3,400,900.00 0.000 0.00 58 PLACE ASPHALT CONCRETE DIKE M 9.0000 43,470.00 0.000 0.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 28,080.00 0.000 0.00 AREA) 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,170.0000 7,020.00 0.000 0.00 61 CONCRETE PAVEMENT M3 210.0000 6,405,000.00 0.000 0.00 62 SHOULDER RUMBLE STRIP STA 950.0000 77,900.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 63 SEAL PAVEMENT JOINT M 3.7500 167,625.00 0.000 0.00 64 DRILLED HOLE (600 MM) M 355.0000 63,900.00 0.000 0.00 S) 65 STEEL SOLDIER PILE (W250 X 131) M 245.0000 44,100.00 0.000 0.00 S) 66 FURNISH STEEL PIPE PILING (406 MM) M 355.0000 793,425.00 0.000 0.00 67 DRIVE STEEL PIPE PILE (406 MM) EA 1,600.0000 192,000.00 0.000 0.00 S) 68 FURNISH PILING (CLASS 625) M 105.0000 969,150.00 787.000 82,635.00 787.000 82,635.00 69 DRIVE PILE (CLASS 625) EA 1,600.0000 888,000.00 68.000 108,800.00 68.000 108,800.00 S) 70 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 610.0000 749,080.00 0.000 0.00 PILING (610 MM) 71 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,900.0000 330,400.00 0.000 0.00 S) PILE (610 MM) 72 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,200.0000 787,200.00 0.000 0.00 PILING (1219 MM) 73 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 41,000.0000 656,000.00 0.000 0.00 S) PILE (1219 MM) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.000 0.00 S) 75 STRUCTURAL CONCRETE M3 1,200.0000 42,000.00 0.000 0.00 F) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 345.0000 536,475.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 880.0000 5,755,200.00 0.000 0.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 875.0000 542,500.00 0.000 0.00 F) (TYPE N) 79 CLASS 1 CONCRETE (BACKFILL) M3 450.0000 18,000.00 0.000 0.00 F) 80 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 235,000.00 0.000 0.00 F) 81 ARCHITECTURAL TREATMENT M2 650.0000 52,000.00 0.000 0.00 F) 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 672,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,000.0000 408,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 84 ERECT PRECAST PRESTRESSED CONCRETE EA 8,200.0000 295,200.00 0.000 0.00 S) GIRDER 85 PREMANUFACTURED BAT HOUSE EA 850.0000 5,100.00 0.000 0.00 S) 86 JOINT SEAL (MR 40 MM) M 310.0000 54,870.00 0.000 0.00 S) 87 JOINT SEAL (MR 50 MM) M 355.0000 17,040.00 0.000 0.00 S) 88 BAR REINFORCING STEEL KG 3.0000 9,000.00 0.000 0.00 SF) 89 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 2,794,900.00 0.000 0.00 SF) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,020.00 0.000 0.00 (1.6 MM-UNFRAMED) 91 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,650.00 0.000 0.00 (2.0 MM-UNFRAMED) 92 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,850.00 0.000 0.00 (1.6 MM-FRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 8,170.00 0.000 0.00 (2.0 MM-FRAMED) 94 INSTALL SIGN PANEL ON BARRICADE EA 57.0000 456.00 0.000 0.00 95 ROADSIDE SIGN - ONE POST EA 440.0000 25,960.00 0.000 0.00 96 ROADSIDE SIGN - TWO POST EA 1,250.0000 11,250.00 0.000 0.00 97 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 115.00 0.000 0.00 METHOD) 98 INSTALL ROADSIDE SIGN PANEL ON EA 115.0000 690.00 0.000 0.00 EXISTING POST 99 TIMBER LAGGING M3 4,000.0000 28,000.00 0.000 0.00 SF) 00 CLEAN AND PAINT STEEL SOLDIER PILE LS 15,000.0000 15,000.00 0.000 0.00 S) 01 PREPARE AND STAIN CONCRETE M2 280.0000 2,240.00 0.000 0.00 S) 02 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 27,900.00 35.000 10,500.00 03 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 207,500.00 22.000 5,500.00 22.000 5,500.00 PROGRAM CAS145 PAGE 5 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM ALTERNATIVE PIPE CULVERT M 262.0000 251,520.00 520.000 136,240.00 05 900 MM ALTERNATIVE PIPE CULVERT M 260.0000 218,400.00 0.000 0.00 06 1050 MM ALTERNATIVE PIPE CULVERT M 295.0000 79,650.00 267.000 78,765.00 07 450 MM REINFORCED CONCRETE PIPE M 230.0000 1,150.00 0.000 0.00 08 PREFABRICATED VERTICAL DRAIN M 3.0000 390,300.00 18,600.000 55,800.00 87,000.000 261,000.00 09 PERMEABLE MATERIAL (BLANKET) M3 93.0000 2,399,400.00 9,971.000 927,303.00 25,800.000 2,399,400.00 F) 10 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 460.0000 103,500.00 0.000 0.00 11 600 MM ALTERNATIVE FLARED END SECTION EA 1,070.0000 11,770.00 7.000 7,490.00 12 900 MM PRECAST CONCRETE PIPE RISER M 1,350.0000 36,450.00 0.000 0.00 13 200 MM POLYVINYL CHLORIDE SEWER PIPE M 192.0000 23,040.00 119.000 22,848.00 119.000 22,848.00 S) 14 450 MM SEWER PIPE M 225.0000 306,000.00 531.300 119,542.50 672.200 151,245.00 S) 15 525 MM SEWER PIPE M 396.0000 170,280.00 0.000 0.00 S) 16 SEWER MANHOLE CAST-IN PLACE 1500 MM X EA 6,450.0000 38,700.00 6.000 38,700.00 6.000 38,700.00 S) 900 MM (INCLUDES FRAME AND COVER) 17 900 MM SEWER MANHOLE EA 5,200.0000 72,800.00 0.000 0.00 S) 18 ROCK SLOPE PROTECTION M3 124.0000 89,280.00 0.000 0.00 (BACKING NO. 2, METHOD B) 19 ROCK SLOPE PROTECTION (1T, METHOD B) M3 159.0000 278,250.00 0.000 0.00 20 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 164,500.00 0.000 0.00 21 SLOPE PAVING (STAMPED CONCRETE) M2 92.0000 183,080.00 0.000 0.00 F) 22 SLOPE PAVING (CONCRETE) M3 515.0000 172,525.00 0.000 0.00 F) 23 ROCK SLOPE PROTECTION FABRIC M2 20.0000 79,400.00 0.000 0.00 24 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 14,000.00 0.000 0.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 88.0000 3,960.00 0.000 0.00 F) 26 MISCELLANEOUS IRON AND STEEL KG 3.0000 48,099.00 0.000 0.00 SF) 27 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 25,400.00 0.000 0.00 SF) 28 FENCE (TYPE BW, 4-STRAND, METAL POST) M 15.0000 114,600.00 0.000 0.00 S) 29 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 168,750.00 0.000 0.00 S) 30 CHAIN LINK FENCE (TYPE CL-2.4)(MOD) M 88.0000 96,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 2.4 M WIRE MESH GATE EA 1,510.0000 13,590.00 0.000 0.00 S) 32 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 15,600.00 0.000 0.00 S) 33 DELINEATOR (CLASS 1) EA 50.0000 4,400.00 0.000 0.00 34 KILOMETER POST MARKER EA 85.0000 680.00 0.000 0.00 35 GUARD RAILING DELINEATOR EA 19.0000 9,120.00 0.000 0.00 36 METAL BEAM GUARD RAILING M 75.0000 265,500.00 0.000 0.00 S) 37 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 225.0000 92,250.00 0.000 0.00 SF) 38 CONCRETE BARRIER (TYPE K) M 110.0000 19,800.00 0.000 0.00 S) 39 CABLE RAILING M 120.0000 7,800.00 0.000 0.00 SF) 40 TRANSITION RAILING (TYPE WB) EA 3,800.0000 60,800.00 0.000 0.00 S) 41 END CAP (TYPE A) EA 600.0000 6,000.00 0.000 0.00 S) 42 RAIL TENSIONING ASSEMBLY EA 555.0000 5,550.00 0.000 0.00 S) 43 END ANCHOR ASSEMBLY (TYPE SFT) EA 690.0000 4,830.00 0.000 0.00 S) 44 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 15,600.00 0.000 0.00 S) 45 CRASH CUSHION (QUADGUARD ELITE) EA 66,000.0000 66,000.00 0.000 0.00 S) 46 CRASH CUSHION (TYPE CAT) EA 5,200.0000 52,000.00 0.000 0.00 S) 47 CRASH CUSHION (TYPE CAT) BACKUP EA 350.0000 3,500.00 0.000 0.00 S) 48 CRASH CUSHION (REACT 9CBB) EA 62,000.0000 124,000.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60C) M 590.0000 241,900.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 732) M 224.0000 412,832.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 732B) M 512.0000 19,456.00 0.000 0.00 52 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,490.00 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,720.00 0.000 0.00 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 55 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 19,100.00 0.000 0.00 S) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 3,175.00 0.000 0.00 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4500 5,831.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.000 0.00 S) 59 SIGNAL AND LIGHTING (LOCATION 2) LS 195,000.0000 195,000.00 0.000 0.00 S) 60 LIGHTING LS 188,000.0000 188,000.00 0.000 0.00 S) 61 FLASHING BEACON LS 45,000.0000 45,000.00 0.000 0.00 S) 62 LIGHTING CONDUIT (BRIDGE) M 50.0000 52,000.00 0.000 0.00 S) 63 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 48,750.00 0.000 0.00 SF) 64 TRAFFIC MONITORING STATION (LOCATION 1) LS 55,000.0000 55,000.00 0.000 0.00 S) 65 TRAFFIC MONITORING STATION (LOCATION 2) LS 28,500.0000 28,500.00 0.000 0.00 S) 66 FIRE HYDRANT EA 830.0000 1,660.00 0.000 0.00 67 150 MM FIRE HYDRANT ASSEMBLY EA 5,100.0000 10,200.00 0.000 0.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 IRRIGATION SYSTEM LS 265,000.0000 265,000.00 0.000 0.00 S) 70 HIGHWAY PLANTING LS 147,000.0000 147,000.00 0.000 0.00 S) 71 PLANT ESTABLISHMENT WORK LS 44,000.0000 44,000.00 0.000 0.00 S) 72 INFORMATION SIGN EA 1,700.0000 1,700.00 0.000 0.00 73 HABITAT RESTORATION SIGN EA 500.0000 3,500.00 0.000 0.00 74 TUBULAR STEEL GATE EA 2,500.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 02:43 PM ESTIMATE NO. 05 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,557,480.86 7,448,836.84 ADJUSTMENT OF COMPENSATION 0.00 4,184.41 EXTRA WORK 40,348.33 112,659.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,597,829.19 7,565,680.46 75 MOBILIZATION LS 6500,000.0000 6,500,000.00 0.250 1,625,000.00 0.750 4,875,000.00 ORIGINAL CONTRACT AMOUNT 68,613,955.00 TOTAL WORK COMPLETED 4,222,829.19 12,440,680.46 MATERIALS ON HAND ON SITE 640,611.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,266.72 -24,268.19 TOTAL 4,216,562.47 13,057,024.24 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 03/27/08 900 06/16/08 05/21/08 01/05/11 101 4 0 0 18% 16% PROGRESS IS SATISFACTORY RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 10/21/08