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 03/22/12 EST. NO.19 TIME 03:01 PM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- 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 0042 1,781.75 E.W. @ F.A.(+) 011312 N 180039 0043 721.03 120511 N 180050 0044 742.70 111711 N 180051 0045 491.84 111811 N 180052 0046 513.19 080111 N 180053 0047 604.21 090611 N 180054 0048 128.36 110411 N 180055 0049 121.73 110511 N 180056 0050 158.79 110211 N 180058 0051 698.67 110411 N 180057 0052 158.79 110711 N 180059 0053 91.30 110911 N 180060 0054 170.69 110911 N 180061 0055 152.17 110311 N 180062 0056 2,055.88 110211 N 180063 0057 940.71 101811 N 180064 0058 680.79 101711 N 180065 0059 198.62 102011 N 180066 0060 581.48 101911 N 180067 0061 550.38 101411 N 180068 0062 316.49 101311 N 180069 0063 295.76 102611 N 180070 0064 347.77 102211 N 180071 0065 937.15 100811 N 180072 0066 482.25 101511 N 180073 0067 370.57 101511 N 180074 0068 243.47 101711 N 180075 0069 317.58 101811 N 180076 0070 972.43 100711 N 180077 0075 198.62 090911 N 180178 0076 285.56 090811 N 180179 0077 165.52 091911 N 180180 0078 331.02 092111 N 180181 0079 5,072.83 100311 N 180082 0080 3,551.18 022812 N 180315 002 0002 4,812.57 E.W. @ L.S.(+) 030512 N 180600 003 0069 72.96 E.W. @ F.A.(+) 030512 N 180400 0070 72.96 030612 N 180401 0071 72.96 030712 N 180402 0072 72.96 030812 N 180403 0073 364.76 030912 N 180404 0074 364.76 030112 N 180405 0075 72.96 030212 N 180406 0076 72.96 022112 N 180407 0077 72.96 021312 N 180408 0078 72.96 021412 N 180409 0079 72.96 021512 N 180410 0080 72.96 021612 N 180411 0081 72.96 021712 N 180412 0082 72.96 013012 N 180413 0083 364.76 013112 N 180414 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 03/22/12 EST. NO.19 TIME 03:01 PM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0085 72.96 020212 N 180416 0086 364.76 020312 N 180417 0087 72.96 013012 N 180418 0088 72.96 013112 N 180419 0089 72.96 020112 N 180420 0091 72.96 020312 N 180422 0092 364.76 012312 N 180423 0093 72.96 012412 N 180424 0094 72.96 012512 N 180425 0095 72.96 012612 N 180426 0096 72.96 012712 N 180427 0097 72.96 010912 N 180428 0098 72.96 011012 N 180430 0099 72.96 011112 N 180431 0100 72.96 011212 N 180432 0101 364.76 011312 N 180433 0102 72.96 010312 N 180434 0103 72.96 010412 N 180435 0104 72.96 010512 N 180436 0105 364.76 010612 N 180437 0106 72.96 121211 N 180438 0107 72.96 121311 N 180439 0108 72.96 121411 N 180440 0109 72.96 121511 N 180441 0110 72.96 121611 N 180442 0111 72.96 120511 N 180443 0112 72.96 120611 N 180444 0113 72.96 120711 N 180445 0114 72.96 120811 N 180446 0115 72.96 120911 N 180447 0116 72.96 112811 N 180448 0117 72.96 112911 N 180449 0118 72.96 113011 N 180450 0119 72.96 120111 N 180451 0120 72.96 120211 N 180452 0121 364.76 112111 N 180453 0122 72.96 112211 N 180454 0123 72.96 112311 N 180455 0124 72.96 111411 N 180456 0125 72.96 111511 N 180457 0126 364.76 111611 N 180458 0127 72.96 111711 N 180459 0128 72.96 111811 N 180460 0129 145.90 111011 N 180461 0133 72.96 121911 N 180465 0134 72.96 122011 N 180466 0135 72.96 122111 N 180467 0136 72.96 122211 N 180468 0137 72.96 122311 N 180469 0138 72.96 122711 N 180470 0139 72.96 122811 N 180471 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 03/22/12 EST. NO.19 TIME 03:01 PM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0140 72.96 122911 N 180472 0141 72.96 123011 N 180473 0142 583.61 110311 N 180475 0143 72.96 110411 N 180476 0144 72.96 102711 N 180478 0145 145.90 102811 N 180479 0146 145.90 101011 N 180480 0147 145.90 101111 N 180481 0148 583.61 100311 N 180482 0149 291.81 091911 N 180483 0150 291.81 092011 N 180484 0151 291.81 092111 N 180485 0152 291.81 092211 N 180486 0153 583.61 092311 N 180487 0154 145.90 091511 N 180492 0155 291.81 091611 N 180493 0156 437.70 090711 N 180494 0157 291.81 090911 N 180495 0158 291.81 081911 N 180496 0159 291.81 081211 N 180497 0160 145.90 080811 N 180498 0161 145.90 062211 N 180499 0162 145.90 081211 N 180500 0163 145.90 062311 N 180501 0164 36.48 061411 N 180502 0165 291.81 061511 N 180503 0166 291.81 061711 N 180504 0167 36.48 060611 N 180505 0168 36.48 060711 N 180506 0169 437.70 060911 N 180508 0170 291.81 060811 N 180507 019 0009 437.53 E.W. @ F.A.(+) 021012 N 180086 0010 640.42 110411 N 180087 0011 237.77 101911 N 180080 0012 1,029.29 100611 N 180089 0013 72.95 110211 N 180474 0014 72.95 102711 N 180477 021 0008 2,138.77 E.W. @ F.A.(+) 020312 N 180030 0009 175.01 020112 N 180032 0010 175.01 020212 N 180033 0011 682.17 122011 N 180034 0012 1,678.46 121911 N 180035 0013 3,404.37 121611 N 180036 024 0013 4,662.77 E.W. @ F.A.(+) 061511 N 180090 0014 1,602.15 061411 N 180091 0016 814.48 061611 N 180093 027 0003 547,637.16 E.W. @ F.A.(+) 030912 N 180700 032 0008 787.01 E.W. @ F.A.(+) 102511 N 180097 0009 1,424.67 102011 N 180098 0010 1,209.42 102411 N 180099 0011 554.58 071511 N 180100 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 03/22/12 EST. NO.19 TIME 03:01 PM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0012 949.98 100311 N 180100 033 0002 2,000.00 E.W. @ L.S.(+) 071411 N 180900 036 0132 710.13 E.W. @ F.A.(+) 110111 N 180000 0133 1,004.58 110211 N 180001 0134 1,957.54 110411 N 180002 0135 295.76 110311 N 180003 0136 253.36 110711 N 180004 0137 1,532.96 110511 N 180005 0138 588.77 110811 N 180006 0139 317.85 110911 N 180007 0140 12.04 111011 N 180011 0141 12.04 111111 N 749193 0142 166.89 111411 N 180012 0143 306.11 111511 N 180013 0144 250.33 111611 N 180015 0145 541.52 111711 N 180016 0146 24.23 111811 N 180017 0147 68.80 112111 N 180018 0148 255.72 112211 N 180019 0149 124.29 113011 N 180020 0150 317.71 120111 N 180021 0151 407.26 120211 N 180022 0152 189.57 120511 N 180023 0153 101.43 110211 N 749219 0154 78.44 110111 N 180024 0155 227.98 102811 N 180025 0156 460.59 021112 N 180316 0157 806.04 021812 N 752826 0158 806.04 022512 N 180318 0159 806.04 030312 N 180319 0160 806.04 030412 N 180320 040 0191 498.75 E.W. @ F.A.(+) 102111 N 180313 041 0026 2,692.72 E.W. @ F.A.(+) 091611 N 130081 0051 291.81 091211 N 180488 0052 291.81 091311 N 180489 0053 145.90 091411 N 180490 042 0021 3,668.93 E.W. @ F.A.(+) 092811 N 140071 638,569.87 TOTAL THIS ESTIMATE 4,183,795.37 TOTAL PREVIOUS ESTIMATE 4,822,365.24 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 03/22/12 EST. NO.19 TIME 03:01 PM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/11 -2,000.00 05 PER LTR DATED 3/11 -10,000.00 06 RETURN DEDUCT 2/11 2,000.00 06 PER LTR DATED 7/2011 -7,000.00 10 PER LTR DATED 8/2011 -5,000.00 11 PER LTR DATED 9/2011 -5,000.00 12 PER LTR DATED 10/11 -5,000.00 13 RETURN DEDUCT 3/11 10,000.00 14 RETURN DEDUCT 7/11 7,000.00 14 RETURN DEDUCT 8/11 5,000.00 14 RETURN DEDUCT 10/11 5,000.00 14 PER LTR DATED 12/11 -10,000.00 16 PER LTR DATED 1/12 -10,000.00 17 PER LTR DATED 2/12 -2,000.00 18 PER LTR DATED 3/12 -5,000.00 19 RETURN DEDUCT 9/11 5,000.00 19 0.00 -27,000.00 TOTAL DEDUCTIONS 0.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 LOCATION PROGRESS ESTIMATE 03-SUT-99-11.0/14.3 ----------------- NEHEMIAH CONSTRUCTION INC IN SUTTER COUNTY NEAR NICOLAUS FROM 12150 TRIBUTARY PT DR. STE120 POWER LINE ROAD TO 0.1 MILE SOUTH GOLD RIVER, CA 95670 OF LAUREL AVENUE FED. AID NO. SARR-P099(529)E ,A-P099(529)E WIDEN TO FOUR LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 100.0000 75,000.00 16.000 1,600.00 284.000 28,400.00 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 24,400.00 9,951.000 19,902.00 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.022 110.00 0.379 1,895.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.0000 18,300.00 250.000 250.00 4,950.000 4,950.00 008 TEMPORARY SILT FENCE LF 3.0000 5,880.00 150.000 450.00 5,055.000 15,165.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 250.0000 2,250.00 9.000 2,250.00 010 TEMPORARY COVER SQYD 2.0000 2,400.00 56.000 112.00 5,343.660 10,687.32 011 TEMPORARY CHECK DAM LF 3.0000 2,400.00 0.000 0.00 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,750.00 3.000 750.00 013 STREET SWEEPING LS 5,000.0000 5,000.00 0.022 110.00 0.379 1,895.00 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.200 1,000.00 015 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.006 60.00 0.695 6,950.00 016 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.022 550.00 0.379 9,475.00 017 TYPE III BARRICADE EA 25.0000 3,750.00 7.000 175.00 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,880.00 146.000 292.00 019 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 35.0000 2,940.00 0.000 0.00 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 29,600.00 24,733.000 4,946.60 021 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 17,750.00 257.000 6,425.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.022 110.00 0.379 1,895.00 PROGRAM CAS145 PAGE 2 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 5.0000 115,500.00 8,564.000 42,820.00 024 TEMPORARY CRASH CUSHION MODULE EA 100.0000 48,000.00 176.000 17,600.00 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 11,540.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 026 NATURAL RESOURCE PROTECTION PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 027 CONTRACTOR SUPPLIED BIOLOGIST LS 5,000.0000 5,000.00 0.022 110.00 0.379 1,895.00 028 ABANDON CULVERT EA 1,000.0000 1,000.00 0.000 0.00 029 ABANDON WELL EA 3,000.0000 6,000.00 2.000 6,000.00 030 REMOVE CHAIN LINK FENCE LF 25.0000 1,000.00 0.000 0.00 031 REMOVE METAL BEAM GUARD RAILING LF 3.0000 9,090.00 1,896.000 5,688.00 032 REMOVE FLARED END SECTION EA 500.0000 3,000.00 6.000 3,000.00 033 REMOVE IRRIGATION FACILITY LF 5.0000 6,350.00 0.000 0.00 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 12,210.00 0.000 0.00 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,160.00 0.000 0.00 036 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 0.000 0.00 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 4,180.00 2,910.800 2,910.80 038 REMOVE OVERSIDE DRAIN EA 500.0000 3,000.00 5.000 2,500.00 039 REMOVE CULVERT LF 10.0000 7,600.00 2,006.700 20,067.00 040 REMOVE INLET EA 500.0000 1,000.00 1.000 500.00 041 REMOVE HEADWALL EA 1,000.0000 4,000.00 4.000 4,000.00 042 REMOVE DOWNDRAIN EA 1,000.0000 6,000.00 5.000 5,000.00 043 REMOVE SIPHON EA 1,000.0000 2,000.00 2.000 2,000.00 044 REMOVE WINGWALL EA 2,500.0000 2,500.00 1.000 2,500.00 045 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.2000 26,434.00 0.000 0.00 046 RESET ROADSIDE SIGN EA 100.0000 2,000.00 0.000 0.00 047 RELOCATE GATE EA 500.0000 500.00 0.000 0.00 048 RELOCATE ROADSIDE SIGN EA 150.0000 2,250.00 0.000 0.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.4000 34,520.00 28,977.000 11,590.80 PROGRAM CAS145 PAGE 3 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 051 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.824 28,840.00 052 ROADWAY EXCAVATION CY 10.0000 638,000.00 43,883.220 438,832.20 053 LEAD COMPLIANCE PLAN LS 500.0000 500.00 0.185 92.50 054 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 80,400.00 385.000 46,200.00 (F) 055 STRUCTURE EXCAVATION (TYPE D) CY 2,000.0000 196,000.00 98.000 196,000.00 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 7,100.00 0.000 0.00 (F) 057 SAND BACKFILL CY 40.0000 1,160.00 0.000 0.00 058 IMPORTED BORROW CY 15.0000 1,545,000.00 100,750.000 1,511,250.00 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 30.0000 12,300.00 0.000 0.00 060 EROSION CONTROL (BLANKET) SQYD 2.0000 820.00 0.000 0.00 061 EROSION CONTROL (DRILL SEED) SQYD 0.2000 45,200.00 31,667.000 6,333.40 062 EROSION CONTROL (TYPE D) SQYD 0.3000 22,410.00 60,211.933 18,063.58 063 FIBER ROLLS LF 1.0000 84,700.00 43,399.000 43,399.00 064 COMPOST, INCORPORATE SQYD 3.0000 23,910.00 0.000 0.00 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 3,600.00 4.000 800.00 066 CLASS 2 AGGREGATE BASE CY 24.0000 1,305,600.00 31,054.470 745,307.28 067 HOT MIX ASPHALT TON 47.0000 2,538,000.00 7,265.730 341,489.31 068 HOT MIX ASPHALT (TYPE B) TON 30.0000 27,750.00 0.000 0.00 069 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 15,200.00 0.000 0.00 070 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 60.0000 459,000.00 0.000 0.00 071 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 400.0000 3,600.00 0.000 0.00 PAVEMENT INTERLAYER) 072 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 6,750.00 0.000 0.00 073 DATA CORE LS 2,500.0000 2,500.00 0.000 0.00 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,350.00 0.000 0.00 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 9,420.00 0.000 0.00 076 PLACE HOT MIX ASPHALT SQYD 60.0000 1,740.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 100.0000 11,000.00 15.270 1,527.00 078 FURNISH 48" STEEL PIPE PILING LF 600.0000 357,600.00 -60.000 -36,000.00 566.000 339,600.00 079 DRIVE 48" STEEL PIPE PILE EA 130,000.0000 520,000.00 4.000 520,000.00 080 FURNISH PILING (CLASS 140) LF 40.0000 130,320.00 1,447.000 57,880.00 (ALTERNATIVE W) 081 DRIVE PILE (CLASS 140) EA 1,000.0000 58,000.00 26.000 26,000.00 (ALTERNATIVE W) 082 FURNISH CAST-IN-STEEL SHELL CONCRETE LF 1,025.0000 4,728,325.00 78.260 80,216.50 2,764.615 2,833,730.38 PILING (NPS 90) 083 DRIVE CAST-IN-STEEL SHELL CONCRETE EA 83,000.0000 2,490,000.00 17.950 1,489,850.00 PILING (NPS 90) 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 0.000 0.00 085 PRESTRESSING LS 450,000.0000 450,000.00 0.000 0.00 086 SEAL COURSE CONCRETE CY 1,000.0000 223,000.00 119.340 119,340.00 087 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 48,800.00 63.000 25,200.00 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 540.0000 4,220,640.00 321.000 173,340.00 321.000 173,340.00 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 28,000.00 0.000 0.00 (F) (TYPE EQ) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 31,800.00 24.620 14,772.00 (F) 091 CLEAN EXPANSION JOINT LF 10.0000 13,230.00 0.000 0.00 092 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,000.0000 208,000.00 0.000 0.00 BULB-TEE GIRDER (90'-100') 093 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 2,208,000.00 0.000 0.00 BULB-TEE GIRDER (100'-110') 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 0.000 0.00 BULB-TEE GIRDER (110'-120') 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 264,000.00 0.000 0.00 BULB-TEE GIRDER (40'-50') 096 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 132,000.00 0.000 0.00 GIRDER 097 PTFE SPHERICAL BEARING EA 7,000.0000 168,000.00 4.000 28,000.00 4.000 28,000.00 098 JOINT SEAL (MR 1") LF 60.0000 5,280.00 0.000 0.00 099 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 100.0000 4,200.00 0.000 0.00 100 JOINT SEAL ASSEMBLY (MR 6") LF 100.0000 4,200.00 0.000 0.00 101 JOINT SEAL (ASPHALTIC PLUG) LF 20.0000 26,460.00 0.000 0.00 102 JOINT SEAL ASSEMBLY (MR 15") LF 500.0000 21,000.00 0.000 0.00 103 JOINT SEAL ASSEMBLY (MR 15 1/2") LF 500.0000 21,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 16 1/2") LF 500.0000 21,000.00 0.000 0.00 105 BAR REINFORCING STEEL (BRIDGE) LB 0.7200 2,331,614.88 272,251.000 196,020.72 916,920.000 660,182.40 (F) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,300.00 0.000 0.00 (0.063"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 0.000 0.00 (0.080"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 0.000 0.00 (0.080"-FRAMED) 109 ROADSIDE SIGN (BARRIER MOUNTED) EA 250.0000 500.00 0.000 0.00 110 ROADSIDE SIGN - ONE POST EA 100.0000 3,100.00 0.000 0.00 111 ROADSIDE SIGN - TWO POST EA 200.0000 1,600.00 0.000 0.00 112 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 600.00 0.000 0.00 BARRIER 113 16" PLASTIC PIPE (IRRIGATION PIPE) LF 30.0000 15,300.00 0.000 0.00 114 18" REINFORCED CONCRETE PIPE LF 60.0000 9,600.00 0.000 0.00 115 24" REINFORCED CONCRETE PIPE LF 40.0000 28,400.00 378.900 15,156.00 116 30" REINFORCED CONCRETE PIPE LF 80.0000 2,560.00 40.000 3,200.00 117 36" REINFORCED CONCRETE PIPE LF 100.0000 8,500.00 91.500 9,150.00 118 48" REINFORCED CONCRETE PIPE LF 100.0000 21,000.00 208.400 20,840.00 119 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 2,940.00 0.000 0.00 120 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 9,000.00 0.000 0.00 121 24" CORRUGATED STEEL PIPE (.079" THICK) LF 30.0000 40,500.00 445.000 13,350.00 122 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 5,340.00 0.000 0.00 (.079" THICK) 123 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 60.0000 4,440.00 0.000 0.00 (.079" THICK) 124 10" CORRUGATED STEEL FLUME DOWNDRAIN LF 40.0000 12,400.00 0.000 0.00 125 10" TAPERED INLET EA 500.0000 4,500.00 0.000 0.00 126 24" DOWNDRAIN SLIP JOINT EA 500.0000 1,500.00 0.000 0.00 127 24" ANCHOR ASSEMBLY EA 500.0000 4,000.00 0.000 0.00 128 10" FLUME ANCHOR ASSEMBLY EA 100.0000 3,400.00 0.000 0.00 129 24" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 13,600.00 0.000 0.00 130 24" STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 18" CONCRETE FLARED END SECTION EA 500.0000 2,000.00 0.000 0.00 132 24" CONCRETE FLARED END SECTION EA 500.0000 3,000.00 4.000 2,000.00 133 CLASS 4 CONCRETE (BACKFILL) CY 300.0000 8,400.00 38.000 11,400.00 134 ROCK SLOPE PROTECTION CY 30.0000 119,700.00 0.000 0.00 (1/4 TON, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 50.0000 15,500.00 0.000 0.00 136 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 7,680.00 0.000 0.00 137 MISCELLANEOUS IRON AND STEEL LB 1.0000 5,203.00 75.000 75.00 (F) 138 ISOLATION CASING LB 3.0000 133,965.00 44,655.000 133,965.00 (F) 139 BRIDGE DECK DRAINAGE SYSTEM LB 2.0000 31,662.00 0.000 0.00 (F) 140 CHAIN LINK FENCE (TYPE CL-4) LF 80.0000 4,000.00 0.000 0.00 141 DELINEATOR (CLASS 1) EA 50.0000 4,400.00 0.000 0.00 142 HIGHWAY POST MARKER EA 50.0000 400.00 0.000 0.00 143 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.0000 1,220.00 0.000 0.00 144 OBJECT MARKER (TYPE L-1) EA 25.0000 50.00 0.000 0.00 145 METAL BEAM GUARD RAILING (WOOD POST) LF 10.0000 29,500.00 850.000 8,500.00 146 VEGETATION CONTROL (MINOR CONCRETE) SQYD 20.0000 37,200.00 0.000 0.00 147 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 100.0000 800.00 0.000 0.00 (F) 148 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 2,000.00 0.000 0.00 149 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 4,000.00 0.000 0.00 150 TRANSITION RAILING (TYPE WB) EA 1,000.0000 7,000.00 0.000 0.00 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 1.000 1,000.00 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 2,000.00 0.000 0.00 153 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 4,000.00 0.000 0.00 154 CRASH CUSHION (ADIEM) EA 5,000.0000 10,000.00 0.000 0.00 155 CONCRETE BARRIER (TYPE 60) LF 60.0000 10,200.00 0.000 0.00 156 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 60.0000 5,520.00 0.000 0.00 157 CONCRETE BARRIER (TYPE 60C) LF 20.0000 50,600.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 100.0000 4,400.00 0.000 0.00 159 CONCRETE BARRIER (TYPE 732) LF 20.0000 133,240.00 0.000 0.00 (F) 160 CONCRETE BARRIER (TYPE 732B) LF 60.0000 9,000.00 0.000 0.00 161 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 10,200.00 0.000 0.00 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,800.00 0.000 0.00 163 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,280.00 0.000 0.00 164 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 324.00 0.000 0.00 (BROKEN 12-3) 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,360.00 0.000 0.00 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 136.00 0.000 0.00 (BROKEN 17-7) 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.0000 6,200.00 416.000 416.00 168 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 169 LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 170 TRAFFIC MONITORING STATION (COUNT) LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 03:01 PM ESTIMATE NO. 19 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 445,039.22 10,160,205.57 ADJUSTMENT OF COMPENSATION 0.00 101,321.46 EXTRA WORK 638,569.87 4,721,043.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,083,609.09 14,982,570.81 171 MOBILIZATION LS 0.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 30,436,533.88 TOTAL WORK COMPLETED 1,083,609.09 17,982,570.81 MATERIALS ON HAND ON SITE 2,781,556.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -27,000.00 TOTAL 1,083,609.09 20,737,126.92 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 07/28/10 870 01/13/11 09/21/10 02/03/14 284 88 0 0 52% 33% PROGRESS IS SATISFACTORY TOLLISON, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/12