PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/20/12 EST. NO.09 TIME 02:24 PM R.E. NAME: PANDYA, NILESH 04-298304 --------------------------------------------------------------------------- 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 0010 2,204.61 E.W. @ F.A.(+) 080212 N 0033.0 0016 6,305.85 100112 N 0073.0 005 0035 1,236.46 E.W. @ F.A.(+) 100412 N 0081.0 0036 1,058.85 101512 N 0082.0 0037 1,771.10 070312 N 0093.0 0038 268.51 092011 N 0094.0 006 0025 1,000.31 E.W. @ F.A.(+) 103012 N 0092.0 007 0001 56,333.00 E.W. @ F.A.(+) 071612 N 0001 0 010 0006 1,064.63 E.W. @ F.A.(+) 080612 N 0067.0 0007 5,769.77 080712 N 0068.0 011 0001 685.96 E.W. @ F.A.(+) 102012 N 0085.0 0002 5,500.00 092612 N 0086.0 0004 32,930.00 A.C. @ L.S.(+) 110112 N 2 0 116,129.05 TOTAL THIS ESTIMATE 156,157.70 TOTAL PREVIOUS ESTIMATE 272,286.75 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/20/12 EST. NO.09 TIME 02:24 PM R.E. NAME: PANDYA, NILESH 04-298304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 LOCATION PROGRESS ESTIMATE 04-SCL-880-4.4/8.7 ----------------- BAY CITIES PAVING & GRADING, IN SANTA CLARA COUNTY IN SAN JOSE A INC AND MILPITAS FROM 0.1 MILE NORTH 5029 FORNI DRIVE OF ROUTE 101 TO 0.3 MILE NORTH OF CONCORD, CA 94520 ROUTE 237._______ FED. AID NO. N O N E WIDEN I-880 ONE LANE EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.900 3,600 002 TIME-RELATED OVERHEAD LS 730,000.0000 730,000.00 -0.040 -29,200.00 0.660 481,800 003 TEMPORARY FENCE (TYPE CL-6) LF 10.2000 101,388.00 4,958.000 50,571 004 TEMPORARY FENCE (TYPE CL-6, EXTENSION LF 12.2400 2,448.00 0.000 0 ARM) 005 TEMPORARY FENCE (TYPE ESA) LF 5.3800 14,902.60 685.000 3,685 006 18" TEMPORARY CULVERT LF 53.2500 5,271.75 0.000 0 007 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.050 625.00 0.730 9,125 008 PREPARE STORM WATER POLLUTION LS 2,550.0000 2,550.00 0.060 153.00 0.660 1,683 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.7200 1,387.20 1,623.000 4,414.56 2,598.000 7,066 010 TEMPORARY SILT FENCE LF 2.7500 11,715.00 176.000 484.00 940.000 2,585 011 TEMPORARY GRAVEL BAG BERM LF 2.5700 976.60 319.000 819.83 319.000 819 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,525.0000 27,450.00 2.000 3,050.00 26.000 39,650 013 TEMPORARY COVER SQYD 3.0900 5,098.50 1,924.000 5,945.16 5,757.000 17,789 014 TEMPORARY CHECK DAM LF 5.1300 2,462.40 285.000 1,462.05 485.000 2,488 015 TEMPORARY DRAINAGE INLET PROTECTION EA 147.1400 23,542.40 14.000 2,059.96 122.000 17,951 016 STREET SWEEPING LS 5,100.0000 5,100.00 0.700 3,570 017 TEMPORARY CONCRETE WASHOUT BIN LS 5,000.0000 5,000.00 0.700 3,500 018 RAIN EVENT ACTION PLAN EA 500.0000 48,000.00 6.000 3,000.00 12.000 6,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 357.0000 20,349.00 3.000 1,071.00 3.000 1,071 021 CONSTRUCTION AREA SIGNS LS 80,207.7000 80,207.70 0.700 56,145 022 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.050 5,250.00 0.650 68,250 PROGRAM CAS145 PAGE 2 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE III BARRICADE EA 71.4000 5,140.80 49.000 3,498 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.1000 4,131.00 5.000 25.50 916.000 4,671 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.4300 524,810.00 8,200.000 11,726.00 178,027.000 254,578 026 CHANNELIZER (SURFACE MOUNTED) EA 37.7400 25,285.80 294.000 11,095 027 PORTABLE DELINEATOR EA 14.7500 32,597.50 450.000 6,637.50 1,185.000 17,478 028 TEMPORARY PAVEMENT MARKER EA 6.1200 50,122.80 4,758.000 29,118 029 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,240.0000 12,240.00 0.050 612.00 0.550 6,732 030 TEMPORARY RAILING (TYPE K) LF 6.2000 415,400.00 4,285.000 26,567.00 64,446.000 399,565 031 TEMPORARY CRASH CUSHION MODULE EA 178.5000 48,730.50 228.000 40,698 032 TEMPORARY IN-LINE CRASH CUSHION EA 7,760.0000 131,920.00 2.000 15,520.00 8.000 62,080 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.5500 151,470.00 15.000 38.25 35,661.000 90,935 STRIPE (HAZARDOUS WASTE) 034 ABANDON CULVERT LF 1,015.0000 28,420.00 1.000 1,015.00 17.000 17,255 035 ABANDON MANHOLE EA 505.0000 2,020.00 4.000 2,020 036 ABANDON PIPELINE LF 1.9500 2,301.00 1,176.000 2,293 037 REMOVE FENCE LF 2.3000 32,890.00 6,419.000 14,763.70 11,505.000 26,461 038 REMOVE GATE EA 255.0000 1,020.00 0.000 0 039 REMOVE BOLLARD EA 57.0000 171.00 0.000 0 040 REMOVE METAL BEAM GUARD RAILING LF 4.5900 20,196.00 4,400.000 20,196 041 REMOVE FLARED END SECTION EA 100.0000 1,500.00 1.000 100.00 8.000 800 042 REMOVE SINGLE THRIE BEAM BARRIER LF 8.1600 11,179.20 0.000 0 043 REMOVE DOUBLE THRIE BEAM BARRIER LF 7.1400 60,404.40 0.000 0 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 220,820.00 77,173.460 94,151 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0600 6,364.80 400.000 1,224 046 REMOVE PAVEMENT MARKER EA 2.0400 26,316.00 10,681.000 21,789 047 REMOVE ROADSIDE SIGN (WOOD POST) EA 102.0000 7,854.00 8.000 816 048 REMOVE ROADSIDE SIGN (METAL POST) EA 204.0000 204.00 0.000 0 049 REMOVE ROADSIDE SIGN EA 74.4600 1,116.90 2.000 148 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 2,040.0000 12,240.00 4.000 8,160 051 REMOVE SIGN PANEL EA 714.0000 2,856.00 0.000 0 052 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 474.00 79.000 474 053 REMOVE GRATED LINE DRAIN LF 9.8000 17,934.00 1,827.000 17,904 054 REMOVE CULVERT LF 19.0000 51,870.00 371.000 7,049.00 2,607.000 49,533 055 REMOVE PIPE LF 3.0000 12,990.00 0.000 0 056 REMOVE INLET EA 275.0000 16,500.00 9.000 2,475.00 52.000 14,300 057 REMOVE HEADWALL EA 580.0000 580.00 1.000 580 058 REMOVE RETAINING WALL (PORTION) LF 19.2500 26,180.00 322.000 6,198.50 1,360.000 26,180 059 REMOVE BASE AND SURFACING CY 15.6500 76,372.00 1,300.000 20,345.00 4,300.000 67,295 060 RECONSTRUCT AWNING LS 10,000.0000 10,000.00 1.000 10,000 061 RELOCATE CHANGEABLE MESSAGE SIGN EA 12,240.0000 12,240.00 0.000 0 STRUCTURE 062 ADJUST MONUMENT COVER EA 307.0000 307.00 0.000 0 063 ADJUST INLET EA 1,779.9000 12,459.30 1.000 1,779 064 ADJUST MANHOLE EA 445.0000 1,335.00 2.000 890 065 MODIFY INLET EA 1,830.9000 1,830.90 0.000 0 066 MODIFY INLET TO MANHOLE EA 2,091.0000 6,273.00 3.000 6,273 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.8700 229,680.00 4,819.000 4,192 068 REMOVE CONCRETE (CHANNEL) CY 35.0000 2,625.00 74.800 2,618 069 REMOVE CONCRETE BARRIER LF 12.8900 49,497.60 500.000 6,445.00 3,340.000 43,052 070 REMOVE CONCRETE ISLAND (PORTIONS) SQFT 1.0000 7,010.00 3,210.000 3,210.00 7,010.000 7,010 071 REMOVE CONCRETE BARRIER (TYPE K) LF 5.9000 944.00 0.000 0 072 REMOVE CONCRETE (CURB, GUTTER, AND CY 38.1000 5,791.20 52.000 1,981.20 152.000 5,791 SIDEWALK) 073 REMOVE CONCRETE (MASONRY BLOCK WALL) SQFT 6.5500 1,506.50 6.550 42.90 6.550 42 074 CAP INLET EA 1,779.9000 5,339.70 3.000 5,339 075 CAP MANHOLE EA 2,213.4000 4,426.80 0.000 0 076 REMOVE CRASH CUSHION (TYPE CAT) EA 408.0000 408.00 1.000 408 PROGRAM CAS145 PAGE 4 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CRASH CUSHION (SAND FILLED) EA 327.0000 654.00 0.000 0 078 CLEARING AND GRUBBING LS 200,940.0000 200,940.00 1.000 200,940 079 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.060 600.00 0.800 8,000 080 ROADWAY EXCAVATION CY 14.1000 1,016,610.00 6,000.000 84,600.00 65,442.000 922,732 081 LEAD COMPLIANCE PLAN LS 4,845.0000 4,845.00 1.000 4,845 082 STRUCTURE EXCAVATION (BRIDGE) CY 61.0000 5,917.00 97.000 5,917 (F) 083 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.2000 249,260.00 906.000 21,925.20 10,300.000 249,260 084 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 44.0000 19,140.00 435.000 19,140 (F) 085 STRUCTURE BACKFILL (BRIDGE) CY 510.0000 10,200.00 20.000 10,200 (F) 086 STRUCTURE BACKFILL (RETAINING WALL) CY 38.2000 265,108.00 6,431.000 245,664 087 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 20.8000 1,040.00 0.000 0 (F) 088 PERVIOUS BACKFILL MATERIAL (RETAINING CY 83.0000 12,367.00 110.000 9,130 (F) WALL) 089 SAND BACKFILL CY 108.7000 111,961.00 973.100 105,775 090 DITCH EXCAVATION CY 24.8500 81,259.50 143.880 3,575.42 2,385.400 59,277 (F) 091 SOIL NAIL ASSEMBLY LF 25.0000 106,250.00 5,150.000 128,750 092 IMPORTED MATERIAL (SHOULDER BACKING) TON 94.0000 1,692.00 0.000 0 093 SUBGRADE ENHANCEMENT GEOTEXTILE SQFT 0.1500 6,495.00 43,300.000 6,495 094 HIGHWAY PLANTING LS 454,920.0000 454,920.00 0.350 159,222.00 0.600 272,952 095 IMPORTED TOPSOIL (CY) CY 66.3000 50,388.00 112.000 7,425.60 112.000 7,425 096 ROCK BLANKET SQYD 19.9100 107,514.00 5,400.000 107,514 097 EROSION CONTROL (COMPOST BLANKET) CY 63.2400 60,078.00 12.000 758.88 12.000 758 098 FIBER ROLLS LF 2.7200 10,118.40 1,980.000 5,385.60 1,980.000 5,385 099 COMPOST (INCORPORATE) SQYD 12.6000 19,152.00 0.000 0 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,020.0000 18,360.00 2.000 2,040.00 2.000 2,040 101 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1600 111,520.00 15,410.000 2,465.60 15,410.000 2,465 102 ROLLED EROSION CONTROL PRODUCT SQFT 0.5100 61,200.00 39,028.000 19,904.28 39,028.000 19,904 (NETTING) 103 MAINTAIN EXISTING PLANTED AREAS LS 8,160.0000 8,160.00 0.050 408.00 0.500 4,080 PROGRAM CAS145 PAGE 5 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT ESTABLISHMENT WORK LS 40,800.0000 40,800.00 0.000 0 105 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,040.0000 2,040.00 0.050 102.00 0.500 1,020 106 IRRIGATION SYSTEM LS 612,000.0000 612,000.00 0.050 30,600.00 0.900 550,800 107 IRRIGATION SERVICE METER BOX ASSEMBLY EA 1,000.0000 2,000.00 0.000 0 (SBWR) 108 2" WATER METER (COM) EA 3,633.0000 7,266.00 2.000 7,266 109 4" WATER METER (COM) EA 8,397.0000 8,397.00 1.000 8,397 110 4" WATER METER (SJWCO) EA 4,616.0000 4,616.00 0.000 0 111 8" IRRIGATION SLEEVE LF 15.3000 27,387.00 0.000 0 112 12" IRRIGATION SLEEVE LF 20.4000 31,416.00 1,540.000 31,416 113 6" GATE VALVE (SBWR) EA 2,481.0000 4,962.00 2.000 4,962 114 8" CORRUGATED HIGH DENSITY LF 49.9800 13,994.40 280.000 13,994 POLYETHYLENE PIPE CONDUIT 115 12" CORRUGATED HIGH DENSITY LF 49.9800 18,492.60 370.000 18,492 POLYETHYLENE PIPE CONDUIT 116 8" WELDED STEEL PIPE CONDUIT LF 66.3000 20,553.00 310.000 20,553 (.250" THICK) 117 12" WELDED STEEL PIPE CONDUIT LF 66.3000 2,519.40 38.000 2,519 (.250" THICK) 118 EXTEND 8" CONDUIT LF 73.4500 1,248.65 0.000 0 119 EXTEND 12" CONDUIT LF 81.6000 979.20 0.000 0 120 6" DUCTILE IRON PIPE WATERLINE (SBWR) LF 161.0000 11,270.00 0.000 0 121 ADJUST CATHODIC PROTECTION TEST BOX EA 112.0000 224.00 0.000 0 (SBWR) 122 6" PVC WATERLINE (SBWR) LF 115.2500 10,833.50 94.000 10,833 123 ELECTROLYSIS STATION (SBWR) EA 764.0000 1,528.00 0.000 0 124 FINISHING ROADWAY LS 9,792.0000 9,792.00 0.000 0 125 CLASS 4 AGGREGATE SUBBASE CY 13.3000 466,830.00 2,500.000 33,250.00 27,500.000 365,750 126 CLASS 3 AGGREGATE BASE CY 30.5000 220,820.00 5,073.000 154,726 127 LEAN CONCRETE BASE CY 113.0000 2,271,300.00 1,415.570 159,959.41 16,706.610 1,887,846 128 ASPHALT TREATED PERMEABLE BASE CY 119.3000 149,125.00 150.000 17,895.00 700.000 83,510 129 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,175.0000 5,875.00 0.000 0 130 REPLACE ASPHALT CONCRETE SURFACING CY 307.2500 24,887.25 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 HOT MIX ASPHALT TON 68.7000 3,531,180.00 2,950.130 202,673.93 25,532.430 1,754,077 132 HOT MIX ASPHALT (OPEN GRADED) TON 65.9000 1,779,300.00 0.000 0 133 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 79.7000 1,769,340.00 0.000 0 134 DATA CORE LS 12,760.0000 12,760.00 0.450 5,742 135 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0400 693.60 0.000 0 136 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0400 6,079.20 0.000 0 137 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0400 448.80 0.000 0 138 PLACE HOT MIX ASPHALT SQYD 25.5000 739.50 0.000 0 (MISCELLANEOUS AREA) 139 TACK COAT TON 700.0000 224,000.00 3.020 2,114.00 26.690 18,683 140 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 56,400.00 538.000 64,560 141 STRUCTURAL CONCRETE, BRIDGE CY 428.0000 29,960.00 70.000 29,960 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 508.0000 1,810,004.00 157.000 79,756.00 3,458.000 1,756,664 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,188.0000 15,444.00 0.000 0 (F) (TYPE EQ) 144 MINOR CONCRETE (MINOR STRUCTURE) CY 634.5500 994,974.40 15.830 10,044.93 1,113.954 706,859 (F) 145 MINOR CONCRETE (PIPE PROTECTION) CY 198.0000 3,762.00 0.000 0 146 ARCHITECTURAL TREATMENT SQFT 29.0000 50,170.00 1,730.000 50,170 (F) 147 ANTI-GRAFFITI COATING SQFT 1.1200 18,816.00 4,725.000 5,292 148 FRACTURED FIN TEXTURE SQFT 9.4500 53,959.50 2,927.000 27,660 149 JOINT SEAL (MR 1/2") LF 15.3000 765.00 0.000 0 150 BAR REINFORCING STEEL (BRIDGE) LB 1.1700 41,418.00 35,400.000 41,418 (F) 151 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1600 309,185.24 11,358.000 13,175.28 258,967.000 300,401 (F) 152 SHOTCRETE CY 300.0000 22,500.00 75.000 22,500 (F) 153 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 401,296.00 100,324.000 401,296 (F) 154 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 20,064.80 64,274.000 12,854 (F) 155 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.3000 29,070.00 880.000 13,464 156 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.6000 1,657.60 0.000 0 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2600 14,188.20 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2800 23,847.60 0.000 0 (0.080"-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3000 3,519.00 0.000 0 (0.063"-FRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3200 7,344.00 0.000 0 (0.080"-FRAMED) 161 FINISH SINGLE SHEET ALUMINUM SIGN SQFT 40.8000 1,550.40 0.000 0 (0.125"-FRAMED) 162 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 918.0000 82,620.00 90.000 82,620 (SIGN FOUNDATION) 163 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,581.0000 159,681.00 31.000 49,011 (SIGN FOUNDATION) 164 METAL (ROADSIDE SIGN) EA 204.0000 816.00 0.000 0 165 METAL (BARRIER MOUNTED SIGN) LB 10.7100 46,909.80 0.000 0 166 METAL (RETAINING WALL MOUNTED SIGN) LB 10.7500 2,924.00 0.000 0 167 ROADSIDE SIGN - ONE POST EA 255.0000 17,595.00 0.000 0 168 ROADSIDE SIGN - TWO POST EA 673.2000 12,790.80 0.000 0 169 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 122.4000 3,060.00 0.000 0 METHOD) 170 INSTALL SIGN OVERLAY SQFT 15.3000 3,014.10 0.000 0 171 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 2,600.0000 26,000.00 10.000 26,000 172 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.1500 4,533.10 0.000 0 173 INSTALL ROADSIDE SIGN PANEL ON EA 204.0000 204.00 0.000 0 EXISTING POST 174 INSTALL ROADSIDE SIGN EA 4,590.0000 4,590.00 0.000 0 (LAMINATED WOOD BOX POST) 175 PREPARE AND STAIN CONCRETE SQFT 2.0000 3,460.00 0.000 0 176 12" ALTERNATIVE PIPE CULVERT LF 20.1500 1,914.25 95.000 1,914 177 18" ALTERNATIVE PIPE CULVERT LF 34.9000 98,069.00 -252.000 -8,794.80 1,859.000 64,879 178 24" ALTERNATIVE PIPE CULVERT LF 45.3000 466,590.00 169.720 7,688.32 10,281.000 465,729 179 30" ALTERNATIVE PIPE CULVERT LF 47.9000 39,278.00 200.000 9,580.00 740.000 35,446 180 36" ALTERNATIVE PIPE CULVERT LF 71.6000 72,316.00 241.000 17,255.60 1,003.000 71,814 181 42" ALTERNATIVE PIPE CULVERT LF 106.8000 243,504.00 2,277.000 243,183 182 12" REINFORCED CONCRETE PIPE LF 53.9000 5,929.00 71.000 3,826.90 107.000 5,767 183 24" REINFORCED CONCRETE PIPE LF 104.5000 20,900.00 196.000 20,482 184 36" REINFORCED CONCRETE PIPE LF 185.4000 5,562.00 30.000 5,562 PROGRAM CAS145 PAGE 8 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 19"X30" OVAL CORRUGATED STEEL PIPE LF 146.0000 1,168.00 8.000 1,168.00 8.000 1,168 (0.064" THICK) 186 19"X30" OVAL REINFORCED CONCRETE PIPE LF 131.0000 49,780.00 377.000 49,387 (CLASS II) 187 18" CORRUGATED STEEL PIPE (.064" THICK) LF 53.4000 3,684.60 69.000 3,684 188 3" PLASTIC PIPE (EDGE DRAIN) LF 4.8000 49,920.00 5,118.000 24,566 189 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 34.0000 11,220.00 86.000 2,924 190 PERMEABLE MATERIAL (BLANKET) CY 40.1000 81,002.00 2,011.000 80,641 191 18" ANCHOR ASSEMBLY EA 160.1000 320.20 2.000 320 192 DRAINAGE INLET MARKER EA 45.0000 315.00 3.000 135.00 4.000 180 193 GRATED LINE DRAIN LF 73.9500 278,052.00 0.000 0 194 36" CORRUGATED STEEL PIPE RISER LF 538.3500 3,230.10 6.000 3,230 (.064" THICK) 195 12" WELDED STEEL PIPE CASING LF 124.0000 10,788.00 87.000 10,788 (0.375" THICK) (COM) 196 30" WELDED STEEL PIPE CASING LF 191.0000 5,730.00 30.000 5,730 (0.250" THICK) (COM) 197 12" ALTERNATIVE FLARED END SECTION EA 66.2500 66.25 1.000 66.25 1.000 66 198 18" ALTERNATIVE FLARED END SECTION EA 104.9000 944.10 1.000 104.90 1.000 104 199 24" ALTERNATIVE FLARED END SECTION EA 165.6500 331.30 1.000 165.65 1.000 165 200 36" ALTERNATIVE FLARED END SECTION EA 442.0000 884.00 2.000 884.00 2.000 884 201 DEBRIS RACK CAGE EA 1,033.0000 2,066.00 2.000 2,066 202 MINOR CONCRETE (BACKFILL) CY 104.9000 206,653.00 1,843.620 193,395 203 ROCK SLOPE PROTECTION CY 152.4000 27,736.80 69.600 10,607.04 106.500 16,230 (NO. 2, METHOD B) 204 SLOPE PAVING (PRECAST CONCRETE PANELS) SQFT 24.1000 400,758.90 0.000 0 (F) 205 COBBLESTONE PAVING SQYD 82.6200 106,579.80 0.000 0 206 ROCK SLOPE PROTECTION FABRIC SQYD 1.4500 594.50 115.300 167.19 200.800 291 207 MINOR CONCRETE (CURB) CY 1,326.0000 33,150.00 0.000 0 208 MINOR CONCRETE (MISCELLANEOUS CY 428.4000 26,132.40 0.980 419.83 40.440 17,324 CONSTRUCTION) 209 MINOR CONCRETE (CURB AND GUTTER) CY 402.9000 24,174.00 60.000 24,174 210 MINOR CONCRETE (ISLAND PAVING) CY 668.1000 1,336.20 0.000 0 211 MINOR CONCRETE (DRIVEWAY) CY 283.5600 5,671.20 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (GUTTER) LF 26.5200 19,890.00 0.000 0 213 MINOR CONCRETE (SIDEWALK) CY 334.6000 26,098.80 78.000 26,098 214 MINOR CONCRETE (CONTRASTING SURFACE CY 292.7500 140,520.00 0.000 0 AREA) 215 MINOR CONCRETE (CURB RAMP) CY 591.6000 4,141.20 0.000 0 216 MISCELLANEOUS IRON AND STEEL LB 1.6000 52,668.80 1,866.000 2,985.60 20,697.600 33,116 (F) 217 CHAIN LINK FENCE (TYPE CL-4) LF 14.3000 143,486.20 7,046.000 100,757 (F) 218 CHAIN LINK FENCE (TYPE CL-6) LF 16.3500 109,839.30 4,052.000 66,250 219 CHAIN LINK GATE EA 969.0000 1,938.00 0.000 0 220 BOLLARD GATEWAY EA 867.0000 867.00 0.000 0 221 DELINEATOR (CLASS 1) EA 45.9000 8,721.00 0.000 0 222 GUARD RAILING DELINEATOR EA 25.5000 663.00 0.000 0 223 OBJECT MARKER (TYPE N) EA 45.9000 45.90 0.000 0 224 OBJECT MARKER (TYPE L-1) EA 51.0000 510.00 0.000 0 225 METAL BEAM GUARD RAILING (WOOD POST) LF 19.1300 145,196.70 1,166.500 22,315.15 7,416.500 141,877 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 63.7500 113,475.00 0.000 0 227 WILDLIFE PASSAGE WAY (TYPE S) EA 75.0000 3,675.00 0.000 0 228 METAL TUBE BRIDGE RAILING LF 255.0000 7,650.00 0.000 0 229 CONCRETE BARRIER (TYPE 26) LF 100.0000 3,000.00 30.000 3,000 230 CONCRETE BARRIER (TYPE 50E MOD) LF 11.0000 110.00 0.000 0 231 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 51.7700 19,154.90 62.500 3,235.63 62.500 3,235 232 TRANSITION RAILING (TYPE WB) EA 3,136.5000 31,365.00 2.000 6,273.00 7.000 21,955 233 END ANCHOR ASSEMBLY (TYPE SFT) EA 714.0000 2,142.00 0.000 0 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,830.5000 5,661.00 1.000 2,830.50 1.000 2,830 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,142.0000 17,136.00 2.000 4,284.00 6.000 12,852 236 CRASH CUSHION (TYPE CAT) EA 4,590.0000 13,770.00 2.000 9,180.00 3.000 13,770 237 CRASH CUSHION (TYPE CAT) BACKUP EA 561.0000 1,683.00 2.000 1,122.00 3.000 1,683 238 CONCRETE BARRIER (TYPE 60R) LF 375.0000 150,000.00 160.000 60,000 PROGRAM CAS145 PAGE 10 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60) LF 56.0000 52,640.00 0.000 0 240 CONCRETE BARRIER (TYPE 60C) LF 84.0000 1,848,000.00 880.000 73,920.00 14,780.000 1,241,520 241 CONCRETE BARRIER (TYPE 60D) LF 44.0000 7,920.00 0.000 0 242 CONCRETE BARRIER (TYPE 732) LF 65.0000 3,575.00 0.000 0 (F) 243 CONCRETE BARRIER (TYPE 732A) LF 65.0000 384,930.00 3,774.000 245,310 (F) 244 CONCRETE BARRIER (TYPE 60E MOD) LF 90.0000 2,160.00 24.000 2,160 245 CONCRETE BARRIER (TYPE 732B) LF 65.0000 31,200.00 0.000 0 246 CONCRETE BARRIER (TYPE 60R MOD) LF 310.0000 251,100.00 80.000 24,800 247 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 55.0000 29,205.00 0.000 0 (F) 248 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4300 175,890.00 0.000 0 249 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0400 7,323.60 0.000 0 250 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.8600 44,330.00 0.000 0 251 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6500 21,703.50 0.000 0 (BROKEN 12-3) 252 THERMOPLASTIC PAVEMENT MARKING SQFT 6.1200 34,394.40 0.000 0 253 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 1,268.80 0.000 0 (BROKEN 6-1) 254 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 13,420.00 0.000 0 (BROKEN 17-7) 255 THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 139,740.00 0.000 0 (SPRAYABLE) 256 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0800 46,920.00 0.000 0 257 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.1200 38,127.60 0.000 0 258 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,100.0000 5,100.00 0.950 4,845 SYSTEM ELEMENTS DURING CONSTRUCTION 259 SIGNAL AND LIGHTING (LOCATION 1) LS 152,000.0000 152,000.00 0.950 144,400 260 SIGNAL AND LIGHTING (LOCATION 2) LS 157,000.0000 157,000.00 0.950 149,150 261 EMERGENCY VEHICLE DETECTOR SYSTEM LS 6,630.0000 6,630.00 0.050 331.50 0.950 6,298 (LOCATION 1) 262 EMERGENCY VEHICLE DETECTOR SYSTEM LS 6,630.0000 6,630.00 0.950 6,298 (LOCATION 2) 263 LIGHTING AND SIGN ILLUMINATION LS 30,600.0000 30,600.00 0.050 1,530.00 0.950 29,070 (LOCATION 1) 264 LIGHTING AND SIGN ILLUMINATION LS 29,580.0000 29,580.00 0.050 1,479.00 0.900 26,622 (LOCATION 2) 265 LIGHTING AND SIGN ILLUMINATION LS 84,660.0000 84,660.00 0.050 4,233.00 0.750 63,495 (LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 48,960.0000 48,960.00 0.050 2,448.00 0.900 44,064 (LOCATION 4) 267 LIGHTING AND SIGN ILLUMINATION LS 12,240.0000 12,240.00 0.050 612.00 0.850 10,404 (LOCATION 5) 268 LIGHTING AND SIGN ILLUMINATION LS 43,860.0000 43,860.00 0.050 2,193.00 0.900 39,474 (LOCATION 6) 269 LIGHTING AND SIGN ILLUMINATION LS 63,240.0000 63,240.00 0.050 3,162.00 0.850 53,754 (LOCATION 7) 270 LIGHTING AND SIGN ILLUMINATION LS 43,860.0000 43,860.00 0.300 13,158.00 0.850 37,281 (LOCATION 8) 271 FIBER OPTIC CONDUIT (BRIDGE) LF 142.8000 80,682.00 500.000 71,400 272 FIBER OPTIC CONDUIT SYSTEM LF 18.2100 442,503.00 2,800.000 50,988.00 22,300.000 406,083 (F) 273 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 41,820.0000 41,820.00 0.800 33,456 274 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 43,860.0000 43,860.00 0.050 2,193.00 0.800 35,088 275 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 22,440.0000 22,440.00 0.150 3,366.00 0.900 20,196 276 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 90,780.0000 90,780.00 0.050 4,539.00 0.300 27,234 277 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 59,160.0000 59,160.00 0.050 2,958.00 0.300 17,748 278 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 37,740.0000 37,740.00 0.350 13,209 279 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 1,020.0000 1,020.00 0.050 51.00 0.300 306 280 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 12,240.0000 12,240.00 0.050 612.00 0.950 11,628 281 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 21,420.0000 21,420.00 0.050 1,071.00 0.150 3,213 282 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 41,820.0000 41,820.00 0.350 14,637 283 TRAFFIC OPERATION SYSTEM (LOCATION 11) LS 11,220.0000 11,220.00 0.200 2,244 284 TRAFFIC OPERATION SYSTEM (LOCATION 12) LS 4,386.0000 4,386.00 0.050 219.30 0.850 3,728 285 TRAFFIC OPERATION SYSTEM (LOCATION 13) LS 88,740.0000 88,740.00 0.050 4,437.00 0.850 75,429 286 TRAFFIC OPERATION SYSTEM (LOCATION 14) LS 25,500.0000 25,500.00 0.250 6,375 287 TRAFFIC OPERATIONS SYSTEM (LOCATION 15) LS 34,680.0000 34,680.00 0.550 19,074.00 0.700 24,276 288 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 26,520.0000 26,520.00 0.050 1,326.00 0.250 6,630 289 TRAFFIC OPERATIONS SYSTEM (LOCATION 17) LS 18,360.0000 18,360.00 0.150 2,754 290 TRAFFIC OPERATIONS SYSTEM (LOCATION 18) LS 10,200.0000 10,200.00 0.050 510.00 0.200 2,040 291 TRAFFIC OPERATIONS SYSTEM (LOCATION 19) LS 8,160.0000 8,160.00 0.050 408.00 0.150 1,224 292 TRAFFIC OPERATIONS SYSTEM (LOCATION 20) LS 15,300.0000 15,300.00 0.300 4,590.00 0.550 8,415 PROGRAM CAS145 PAGE 12 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 FIBER OPTIC PULL BOX EA 1,020.0000 33,660.00 4.000 4,080.00 19.000 19,380 294 FIBER OPTIC VAULT EA 3,570.0000 46,410.00 7.000 24,990 PROGRAM CAS145 PAGE 13 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-298304 TIME 02:24 PM ESTIMATE NO. 09 BID OPENING 10/25/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,280,755.80 17,888,914.54 ADJUSTMENT OF COMPENSATION 32,930.00 32,930.00 EXTRA WORK 83,199.05 239,356.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,396,884.85 18,161,201.29 295 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 31,535,171.69 TOTAL WORK COMPLETED 1,396,884.85 19,161,201.29 MATERIALS ON HAND ON SITE 219,722.98 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,396,884.85 19,380,924.27 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 01/05/12 450 04/02/12 04/02/12 06/30/14 131 80 0 0 60% 29% PROGRESS IS SATISFACTORY PANDYA, NILESH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/12