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 04/21/16 EST. NO. 010 TIME 10:58 AM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- 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 0063 405.32 E.W. @ F.A.(+) 081115 N 0811F0 0064 856.45 081215 N 0812F0 0076 1,064.39 091015 N 0910F0 0077 1,267.95 091115 N 0911F0 0078 1,816.87 091415 N 0914F0 0079 2,128.78 091515 N 0915F0 0111 91.02 091515 N 0915Q0 0113 182.03 100915 N 1009Q0 013 0015 2,402.71 E.W. @ F.A.(+) 100615 N 10 0 0016 5,540.16 101215 N 11 0 016 0001 24.51 E.W. @ F.A.(+) 041315 N 0413 0 0002 60.84 042015 N 0420 0 0003 60.84 042215 N 0422 0 0004 91.26 042715 N 0427 0 0005 60.84 042815 N 0428 0 0006 30.42 043015 N 0430 0 0007 30.42 050115 N 0501 0 0008 30.42 050515 N 0505 0 0009 48.67 050615 N 0506 0 0010 30.42 050715 N 0507 0 0011 30.42 051115 N 0511 0 0012 30.42 051215 N 0512 0 0013 42.59 051315 N 0513 0 0014 20.25 051415 N 0514 0 0015 64.83 051815 N 0518 0 0016 30.42 052115 N 0521 0 0017 42.59 052215 N 0522 0 0018 40.33 052615 N 0526Q0 0019 34.42 052715 N 0527 0 0020 25.14 052815 N 0528Q0 0021 43.55 060215 N 0602Q0 0023 192.13 060315 N 0603Q0 0024 32.42 060815 N 0608 0 0025 30.42 060915 N 0609 0 0026 103.24 061015 N 0610 0 0027 30.42 061115 N 0611 0 0028 68.25 061115 N 0611Q0 0029 86.04 061515 N 0615Q0 0030 169.29 061515 N 0615 0 0031 34.41 061615 N 0616Q0 0032 17.21 061715 N 0617Q0 0033 60.84 061615 N 0616 0 0034 38.41 061715 N 0617 0 0035 68.82 061815 N 0618 0 0036 34.41 061815 N 0618Q0 0037 59.22 062215 N 0622Q0 0038 30.64 062515 N 0625Q0 0039 34.47 062415 N 0624Q0 0040 18.26 062615 N 0626 0 0041 30.42 062915 N 0629 0 0042 51.62 063015 N 0630Q0 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 04/21/16 EST. NO. 010 TIME 10:58 AM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0043 111.22 063015 N 0630 0 0044 64.53 070315 N 0703 0 0045 125.37 070715 N 0707 0 0046 189.90 070915 N 0709 0 0047 70.87 070715 N 0707Q0 0048 106.30 070915 N 0709Q0 0051 49.01 071415 N 0714 0 0052 58.24 071415 N 0714Q0 0053 50.26 071715 N 0717Q0 0054 49.01 071715 N 0717 0 0055 122.53 072015 N 0720 0 0056 131.63 072015 N 0720Q0 0057 250.73 072115 N 0721 0 0058 128.21 072215 N 0722Q0 0059 91.68 072315 N 0723Q0 0060 144.18 072415 N 0724Q0 0061 59.24 072715 N 0727Q0 0062 49.01 072715 N 0727 0 0063 91.26 072815 N 0728 0 0064 99.24 072915 N 0729 0 0065 99.24 073115 N 0731 0 0066 104.51 080315 N 0803Q0 0067 98.02 080315 N 0803 0 0068 91.26 080415 N 0804 0 0069 98.02 080515 N 0805 0 0070 171.37 080515 N 0805Q0 0071 123.67 080615 N 0806 0 0072 60.84 080715 N 0807 0 0073 73.52 081015 N 0810 0 0074 199.32 081015 N 0810Q0 0075 97.67 081115 N 0811Q0 0076 49.01 081115 N 0811 0 0077 95.25 081315 N 0813 0 0078 95.25 081415 N 0814 0 0079 64.83 081715 N 0817 0 0080 64.83 081815 N 0818 0 0081 12.17 081915 N 0819 0 0082 60.84 082015 N 0820 0 0083 234.84 082115 N 0821Q0 0084 36.41 082415 N 0824 0 0085 60.84 082515 N 0825 0 0086 150.77 082615 N 0826Q0 0087 18.26 082715 N 0827 0 0088 60.84 082815 N 0828 0 0089 104.12 082815 N 0828Q0 0090 30.42 083115 N 0831 0 0091 471.28 090215 N 0902Q0 0092 30.42 090315 N 0903 0 0093 64.83 090815 N 0908 0 0094 12.17 091515 N 0915 0 0095 34.42 091715 N 0917 0 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 04/21/16 EST. NO. 010 TIME 10:58 AM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0096 95.25 092315 N 0923 0 0097 30.42 092415 N 0924 0 0098 991.43 092415 N 0924Q0 0099 60.84 093015 N 0930 0 0100 103.01 100815 N 1008Q0 019 0001 2,336.68 E.W. @ F.A.(+) 101515 N 1015Q0 26,449.51 TOTAL THIS ESTIMATE 208,190.76 TOTAL PREVIOUS ESTIMATE 234,640.27 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 04/21/16 EST. NO. 010 TIME 10:58 AM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 151 -268,866.56 002 OVERBID ITEM NO. 151 -71,697.75 003 OVERBID ITEM NO. 151 -17,924.44 009 0.00 -358,488.75 TOTAL DEDUCTIONS 0.00 -358,488.75 PROGRAM CAS145 PAGE 1 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 LOCATION PROGRESS ESTIMATE 03-ED-89-8.6/13.8 ----------------- QUALCON CONTRACTORS INC. IN AND NEAR SOUTH LAKE TAHOE FROM 1645 ESMERALDA AVENUE ROUTE 50 TO CASCADE ROAD MINDEN NV 89423 FED. AID NO. STP-P089(109)E STORM WATER QUALITY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 440,000.00 119.000 238,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.541 432,800 006 TYPE III BARRICADE EA 100.0000 600.00 6.000 600 007 TRAFFIC PLASTIC DRUM EA 60.0000 1,200.00 20.000 1,200 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.541 21,640 009 TEMPORARY RAILING (TYPE K) LF 70.0000 11,200.00 360.000 25,200 010 TEMPORARY CRASH CUSHION MODULE EA 2,500.0000 5,000.00 2.000 5,000 011 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.541 108,200 012 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.840 8,400 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 16.000 8,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 21,000.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 1,200.0000 7,200.00 4.000 4,800 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 20,400.00 7,579.200 15,158 (BONDED FIBER MATRIX) 018 TEMPORARY COVER SQYD 7.0000 71,400.00 4,418.500 30,929 019 TEMPORARY CHECK DAM LF 50.0000 8,000.00 1,223.500 61,175 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,600.00 64.000 19,200 021 TEMPORARY FIBER ROLL LF 5.0000 49,100.00 3,265.000 16,325.00 16,365.500 81,827 022 TEMPORARY GRAVEL BAG BERM LF 18.0000 37,800.00 17.500 315 PROGRAM CAS145 PAGE 2 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY LARGE SEDIMENT BARRIER LF 12.0000 3,360.00 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000 025 STREET SWEEPING LS 100,000.0000 100,000.00 0.541 54,100 026 TEMPORARY ACTIVE TREATMENT SYSTEM LS 90,000.0000 90,000.00 1.000 90,000 027 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.541 8,115 028 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 029 TEMPORARY FENCE (TYPE ESA) LF 5.0000 19,850.00 -119.000 -595.00 3,920.000 19,600 030 TREATED WOOD WASTE LB 2.0000 11,200.00 -100.000 -200.00 6,200.000 12,400 031 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) WDAY 1,200.0000 19,200.00 9.000 10,800 032 REMOVE WOODEN VEHICLE BARRIER EA 125.0000 3,125.00 79.000 9,875 033 REMOVE FLARED END SECTION EA 400.0000 2,400.00 6.000 2,400 034 REMOVE ROADSIDE SIGN EA 100.0000 13,000.00 88.000 8,800 035 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 036 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 5,100.00 0.000 0 037 REMOVE CULVERT (LF) LF 40.0000 19,200.00 688.600 27,544 038 REMOVE INLET EA 1,000.0000 7,000.00 7.000 7,000 039 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400 040 REMOVE MANHOLE EA 1,000.0000 2,000.00 2.000 2,000 041 REMOVE RETAINING WALL (PORTION) (CY) CY 500.0000 2,000.00 3.900 1,950 042 REMOVE BASE AND SURFACING CY 90.0000 64,800.00 317.900 28,611 043 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 40.0000 8,400.00 234.500 9,380 044 RESET ROADSIDE SIGN EA 250.0000 5,250.00 9.000 2,250 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 320,800.00 4,348.590 34,788.72 16,346.330 130,770 046 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 17,000.00 322.000 8,050 047 CLEANING, INSPECTING, AND PREPARING LF 150.0000 12,450.00 0.000 0 CULVERT (LF) 048 MACHINE SPIRAL WOUND PVC PIPELINER LF 600.0000 49,800.00 0.000 0 (GROUTED, 36") 049 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.900 90,000 PROGRAM CAS145 PAGE 3 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 60.0000 636,000.00 7,038.520 422,311 051 SHOULDER BACKING TON 55.0000 75,350.00 732.550 40,290 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 350.0000 3,500.00 0.000 0 (F) 053 SAND BEDDING CY 120.0000 6,120.00 4.100 492 054 STRUCTURE BACKFILL (RETAINING WALL) CY 300.0000 3,000.00 0.000 0 (F) 055 CULTIVATION SQYD 4.0000 2,200.00 0.000 0 056 SOIL AMENDMENT CY 300.0000 600.00 0.000 0 057 ORGANIC FERTILIZER LB 25.0000 275.00 0.000 0 058 SOD SQYD 15.0000 8,250.00 0.000 0 059 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 0.000 0 060 PINE WOOD MULCH SQFT 1.0000 22,800.00 8,442.500 8,442 061 STONE WALL LF 200.0000 56,000.00 0.000 0 062 WOODEN VEHICLE BARRIER EA 75.0000 25,500.00 75.000 5,625 063 BOULDER VEHICLE BARRIER EA 60.0000 21,600.00 0.000 0 064 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2000 34,400.00 69,576.500 13,915 065 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 6,320.00 9,017.800 9,017 066 FIBER ROLLS LF 5.0000 1,250.00 161.000 805 067 STRAW SQFT 0.6000 100,800.00 55,828.500 33,497 068 COMPOST SQFT 0.9000 47,970.00 6,700.000 6,030 069 INCORPORATE MATERIALS SQFT 0.2000 10,660.00 6,700.000 1,340 070 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 626,400.00 5,347.400 427,792 071 CRACK TREATMENT LNMI 4,000.0000 60,000.00 2.190 8,760 072 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 40,800.00 0.000 0 073 HOT MIX ASPHALT TON 125.0000 2,362,500.00 346.010 43,251.25 6,467.200 808,400 074 DATA CORE LS 5,000.0000 5,000.00 0.220 1,100 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.0000 240.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 8,300.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 12.0000 70,200.00 84.350 1,012.20 2,579.340 30,952 (MISCELLANEOUS AREA) 078 TACK COAT TON 800.0000 32,800.00 1.010 808.00 6.350 5,080 079 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 10,000.00 0.000 0 (F) 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 MINOR CONCRETE (MINOR STRUCTURE) CY 3,300.0000 594,000.00 2.000 6,600.00 149.100 492,030 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 10.0000 6,380.00 0.000 0 (F) 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 19,240.00 572.570 14,886 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,970.00 38.250 1,032 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 5,440.00 112.500 3,825 (0.063"-FRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 3,850.00 106.000 3,710 (0.080"-FRAMED) 089 ROADSIDE SIGN - ONE POST EA 450.0000 42,750.00 -29.000 -13,050.00 66.000 29,700 090 ROADSIDE SIGN - TWO POST EA 800.0000 9,600.00 10.000 8,000 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 4.000 600 METHOD) 092 ROCK STAIN SQFT 10.0000 6,500.00 0.000 0 093 CONCRETE BACKFILL (PIPE TRENCH) CY 660.0000 14,520.00 22.000 14,520 (F) 094 12" PERFORATED PLASTIC PIPE LF 180.0000 162,000.00 900.000 162,000 095 18" PERFORATED PLASTIC PIPE LF 380.0000 64,600.00 170.000 64,600 096 15" PLASTIC PIPE LF 150.0000 171,000.00 1,110.500 166,575 097 18" PLASTIC PIPE LF 160.0000 334,400.00 2,239.000 358,240 098 18" REINFORCED CONCRETE PIPE LF 300.0000 16,800.00 55.700 16,710 099 18" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 45,000.00 143.900 43,170 100 24" CORRUGATED STEEL PIPE (.109" THICK) LF 320.0000 115,200.00 370.400 118,528 101 30" CORRUGATED STEEL PIPE (.109" THICK) LF 420.0000 16,380.00 38.800 16,296 102 17" X 13" CORRUGATED STEEL PIPE ARCH LF 360.0000 5,040.00 16.000 5,760 (.109" THICK) 103 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 180.0000 55,620.00 309.000 55,620 (F) PROGRAM CAS145 PAGE 5 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 180.0000 9,180.00 51.000 9,180 (F) 105 DRAINAGE INLET MARKER EA 80.0000 3,760.00 0.000 0 106 36" CORRUGATED STEEL PIPE INLET LF 1,200.0000 22,800.00 18.300 21,960 (.109" THICK) 107 18" STEEL FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 108 24" STEEL FLARED END SECTION EA 550.0000 2,750.00 6.000 3,300 109 36" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000 110 24" PRECAST CONCRETE PIPE MANHOLE LF 750.0000 11,250.00 15.000 11,250 111 ROCK SLOPE PROTECTION CY 100.0000 7,000.00 70.000 7,000.00 70.000 7,000 (F) (LIGHT, METHOD B) (CY) 112 DETECTABLE WARNING SURFACE SQFT 30.0000 17,400.00 205.000 6,150.00 220.000 6,600 113 MINOR CONCRETE (CURB AND GUTTER) CY 360.0000 252,000.00 53.040 19,094.40 216.930 78,094 114 MINOR CONCRETE (GUTTER DEPRESSION) CY 360.0000 24,840.00 0.800 288.00 34.500 12,420 115 MINOR CONCRETE (DRIVEWAY) CY 400.0000 100,000.00 6.340 2,536.00 139.700 55,880 116 MINOR CONCRETE (SIDEWALK) CY 360.0000 2,880.00 4.310 1,551.60 4.310 1,551 117 MINOR CONCRETE (CURB RAMP) CY 360.0000 25,920.00 29.780 10,720 118 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 41,500.00 0.000 0 119 MISCELLANEOUS IRON AND STEEL LB 3.5000 58,971.50 16,849.000 58,971 (F) 120 DELINEATOR (CLASS 2) EA 55.0000 5,005.00 86.000 4,730 121 HIGHWAY POST MARKER EA 60.0000 120.00 0.000 0 122 MARKER (CULVERT) EA 60.0000 3,060.00 0.000 0 123 CABLE RAILING LF 150.0000 20,400.00 0.000 0 (F) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 4,000.00 382.000 1,528 (RECESSED) 125 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 7,440.00 99.000 1,188 (RECESSED) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,536.00 72.000 86 (RECESSED, BROKEN 12-3) 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 9,204.00 2,840.000 3,408 (RECESSED, BROKEN 36-12) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 16,200.00 4,444.000 5,332 (RECESSED) (BROKEN 17-7) 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 137,940.00 8,966.000 19,725 (RECESSED) 130 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2000 1,836.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 12.0000 18,120.00 58.000 696.00 546.000 6,552 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.541 2,705 SYSTEM ELEMENTS DURING CONSTRUCTION 133 PEDESTRIAN HYBRID BEACON AND LIGHTING LS 100,000.0000 100,000.00 0.100 10,000 134 MODIFY FLASHING BEACON LS 20,000.0000 20,000.00 0.330 6,600 135 MODIFY TRAFFIC MONITORING STATION LS 18,000.0000 18,000.00 0.000 0 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 GEOSYNTHETIC REINFORCEMENT SQYD 50.0000 11,500.00 230.000 11,500 138 IMPORTED TOPSOIL (CY) CY 100.0000 7,100.00 78.000 7,800 139 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.0000 18,990.00 270.000 810.00 6,330.000 18,990 140 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 150.0000 3,300.00 0.000 0 141 12" PLASTIC PIPE LF 150.0000 1,350.00 8.300 1,245 142 8" PLASTIC PIPE LF 150.0000 1,200.00 7.100 1,065 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 12' X 8' PRECAST REINFORCED LF 3,000.0000 216,000.00 72.000 216,000 CONCRETE BOX CULVERT 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 10:58 AM ESTIMATE NO. 010 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 127,066.17 5,656,778.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 26,449.51 234,640.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 153,515.68 5,891,419.21 151 MOBILIZATION LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 11,415,112.50 TOTAL WORK COMPLETED 153,515.68 7,391,419.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -358,488.75 TOTAL 153,515.68 7,032,930.46 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 151 MOBILIZATION 1,141,511.25 1,500,000.00 358,488.75 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 10/10/14 220 04/08/15 12/08/14 09/19/16 119 221 7 0 61% 52% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/04/15. ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/16