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 06/19/14 EST. NO.10 TIME 02:16 PM R.E. NAME: AMBLE, TOR 11-2T1834 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/19/14 EST. NO.10 TIME 02:16 PM R.E. NAME: AMBLE, TOR 11-2T1834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL DEC 13 CPR -5,000.00 05 PRTL DEC 13 DEL 3,000.00 06 DEL FEB 14 CPR -2,000.00 07 RECD DEC 13 DEL 2,000.00 07 PRTL FEB 14 DEL 1,000.00 08 OTH DISC APR 14 -1,000.00 09 DEL MAY14 CPR -3,000.00 10 -3,000.00 -5,000.00 TOTAL DEDUCTIONS -3,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1834 TIME 02:16 PM ESTIMATE NO. 10 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: AMBLE, TOR DATE OF THIS ESTIMATE 06/19/14 LOCATION PROGRESS ESTIMATE 11-SD-805-5.8/13.0 ----------------- WESTERN RIM CONSTRUCTORS INC IN SAN DIEGO CO AT VARIOUS 912 S ANDREASEN DRIVE SUITE10 LOCATIONS FROM 0.3M NORTH OF ESCONDIDO CA 92029 NAPLES ST UNDERCROSSING TO MARKET ST OVERCROSSING ***5.8-13.0*** FED. AID NO. N O N E CONSTRUCT SOUND WALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 5,542.5100 5,542.51 0.250 1,385.63 1.000 5,542 002 TIME-RELATED OVERHEAD (WDAY) WDAY 110.8500 17,736.00 20.000 2,217.00 160.000 17,736 003 CONSTRUCTION AREA SIGNS LS 12,066.0500 12,066.05 0.260 3,137.17 1.000 12,066 004 TRAFFIC CONTROL SYSTEM LS 8,313.7700 8,313.77 0.125 1,039.22 1.000 8,313 005 TYPE III BARRICADE EA 110.8500 1,551.90 17.000 1,884 006 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,542.5100 22,170.04 4.000 22,170 007 JOB SITE MANAGEMENT LS 31,597.2900 31,597.29 0.125 3,949.66 1.000 31,597 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,995.3000 1,995.30 0.150 299.30 1.000 1,995 PLAN 009 STORM WATER ANNUAL REPORT EA 775.9500 1,551.90 0.000 0 010 MOVE-IN/MOVE-OUT EA 277.1300 1,385.65 4.000 1,108 (TEMPORARY EROSION CONTROL) 011 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 13,080.00 18,801.550 11,280 (BONDED FIBER MATRIX) 012 TEMPORARY CHECK DAM LF 2.1600 3,218.40 1,124.000 2,427 013 TEMPORARY DRAINAGE INLET PROTECTION EA 249.4100 1,995.28 9.000 2,244 014 TEMPORARY FIBER ROLL LF 2.1600 55,512.00 21,851.000 47,198 015 TEMPORARY CONSTRUCTION ENTRANCE EA 2,771.2600 33,255.12 12.000 33,255 016 STREET SWEEPING LS 2,217.0100 2,217.01 0.125 277.13 1.000 2,217 017 TEMPORARY CONCRETE WASHOUT LS 10,641.6200 10,641.62 0.125 1,330.20 1.000 10,641 018 TEMPORARY FENCE (TYPE ESA) LF 2.1600 17,690.40 8,125.000 17,550 019 TREATED WOOD WASTE LB 0.4400 2,736.80 6,840.000 3,009 020 REMOVE FENCE LF 4.3700 32,556.50 7,593.000 33,181 021 REMOVE CULVERT (LF) LF 68.0700 1,905.96 28.000 1,905 022 REMOVE INLET EA 869.5500 869.55 1.000 869 PROGRAM CAS145 PAGE 2 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1834 TIME 02:16 PM ESTIMATE NO. 10 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: AMBLE, TOR DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RECONSTRUCT FENCE LF 83.3600 9,169.60 106.000 8,836 024 RECONSTRUCT METAL BEAM GUARD RAILING LF 22.7200 2,953.60 118.500 2,692 025 RESET FENCE (VINYL) LF 110.8500 886.80 8.000 886 026 RESET GATE EA 886.8000 886.80 1.000 886.80 1.000 886 027 RESET ROADSIDE SIGN EA 554.2500 554.25 1.000 554.25 1.000 554 028 RELOCATE IRRIGATION FACILITIES EA 7,205.2700 7,205.27 1.000 7,205 029 REMOVE CONCRETE (CY) CY 167.0000 25,050.00 144.330 24,103 030 CLEARING AND GRUBBING (LS) LS 119,664.5900 119,664.59 1.000 119,664 031 DEVELOP WATER SUPPLY LS 4,434.0100 4,434.01 1.000 4,434 032 ROADWAY EXCAVATION CY 51.7400 271,117.60 94.980 4,914.27 5,234.000 270,807 033 DITCH EXCAVATION CY 110.8511 498.83 4.500 498 034 ROADSIDE CLEARING LS 13,302.0300 13,302.03 0.094 1,250.39 1.000 13,302 035 PRUNE EXISTING PLANTS LS 3,990.6100 3,990.61 1.000 3,990 036 CULTIVATE SQYD 0.4500 5,580.00 12,324.000 5,545 037 WEED GERMINATION SQYD 0.1600 1,680.00 811.000 129.76 10,462.000 1,673 038 IRON SULFATE (LB) LB 1.6600 1,228.40 557.100 924.79 730.600 1,212 039 MULCH CY 42.1200 30,326.40 238.400 10,041.41 713.400 30,048 040 FERTILIZER (PACKET) EA 0.5500 1,435.50 341.000 187.55 2,610.000 1,435 041 SLOW RELEASE OR CONTROLLED RELEASE LB 1.3300 691.60 317.800 422.67 517.800 688 FERTILIZER 042 PLANT (GROUP H) EA 0.4400 32,755.80 15,650.000 6,886.00 74,445.000 32,755 (F) 043 PLANT (GROUP A) EA 9.4200 1,884.00 8.000 75.36 195.000 1,836 044 PLANT (GROUP B) EA 35.4700 28,730.70 111.000 3,937.17 805.000 28,553 045 PLANT ESTABLISHMENT WORK LS 33,255.0800 33,255.08 0.000 0 046 CHECK AND TEST EXISTING IRRIGATION LS 16,627.5400 16,627.54 1.000 16,627 FACILITIES 047 CONTROL AND NEUTRAL CONDUCTORS LS 18,844.5400 18,844.54 0.430 8,103 048 1" ELECTRIC REMOTE CONTROL VALVE EA 288.2100 1,152.84 3.000 864 049 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 310.3800 3,103.80 3.000 931 PROGRAM CAS145 PAGE 3 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1834 TIME 02:16 PM ESTIMATE NO. 10 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: AMBLE, TOR DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SPRINKLER (TYPE A-11) EA 35.4700 425.64 12.000 425 051 SPRINKLER (TYPE A-12) EA 66.5100 665.10 10.000 665 052 SPRINKLER (TYPE A-5) EA 39.9100 2,314.78 58.000 2,314 053 SPRINKLER (TYPE A-6) EA 66.5100 931.14 14.000 931 054 SPRINKLER (TYPE A-7) EA 35.4700 2,979.48 3.000 106.41 84.000 2,979 055 SPRINKLER (TYPE A-8) EA 66.5100 66.51 0.000 0 056 SPRINKLER (TYPE C-2 MOD) EA 55.4300 34,366.60 75.000 4,157.25 620.000 34,366 057 2" GATE VALVE EA 354.7200 1,418.88 4.000 1,418 058 3" GATE VALVE EA 631.8500 631.85 1.000 631 059 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.2200 20,106.54 389.000 863.58 9,057.000 20,106 (F) LINE) 060 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 2.5500 11,824.35 2,370.000 6,043.50 4,637.000 11,824 (F) (SUPPLY LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 2.9900 5,056.09 159.000 475.41 1,691.000 5,056 (F) (SUPPLY LINE) 062 2" PLASTIC PIPE (SCHEDULE 40) LF 3.7700 14,733.16 3,908.000 14,733 (F) (SUPPLY LINE) 063 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.8800 683.20 60.000 292 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (SCHEDULE 40) LF 5.5400 1,052.60 80.000 443 (F) (SUPPLY LINE) 065 8" CORRUGATED HIGH DENSITY LF 110.8500 665.10 6.000 665 POLYETHYLENE PIPE CONDUIT 066 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0700 3,164.00 44,285.600 3,099.99 44,285.600 3,099 (SQFT) 067 FIBER ROLLS LF 2.1600 47,304.00 7,725.000 16,686.00 19,996.000 43,191 068 FINISHING ROADWAY LS 11,085.0300 11,085.03 0.875 9,699.40 0.875 9,699 069 16" CAST-IN-DRILLED-HOLE CONCRETE LF 66.8300 364,223.50 554.900 37,083.97 7,363.800 492,122 PILING (SOUND WALL) 070 STRUCTURAL CONCRETE, SOUND WALL CY 706.1300 357,301.78 506.000 357,301 (F) 071 MINOR CONCRETE (MINOR STRUCTURE) CY 554.2500 4,434.00 8.000 4,434 (F) 072 MASONRY BLOCK WALL (TYPE 1) SQFT 38.8000 1,552.00 40.000 1,552 (F) 073 SOUND WALL (MASONRY BLOCK) SQFT 26.0500 1,554,872.40 59,688.000 1,554,872 (F) 074 ACCESS GATE (SOUND WALL) EA 3,319.9600 33,199.60 10.000 33,199 (F) 075 TRANSPARENT SOUND WALL SQFT 93.0800 1,037,469.68 10,662.230 992,440 (F) 076 ANTI-GRAFFITI COATING SQFT 0.7800 86,131.50 110,329.000 86,056 (F) PROGRAM CAS145 PAGE 4 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1834 TIME 02:16 PM ESTIMATE NO. 10 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: AMBLE, TOR DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 67.2800 8,746.40 136.000 9,150 078 24" PLASTIC PIPE LF 109.5300 9,967.23 92.000 10,076 079 36" BITUMINOUS COATED CORRUGATED STEEL LF 665.1000 2,327.85 3.500 2,327 PIPE INLET (.138" THICK) 080 36" PRECAST CONCRETE PIPE INLET LF 554.2500 11,085.00 1.000 554.25 20.000 11,085 081 ROCK SLOPE PROTECTION CY 554.2500 2,217.00 3.960 2,194.83 3.960 2,194 (FACING, METHOD B) (CY) 082 CONCRETE (SLOPE PROTECTION) CY 598.3000 149,575.00 15.270 9,136.04 262.020 156,766 083 SLOPE PAVING (EXPOSED AGGREGATE) CY 787.7800 11,816.70 16.740 13,187 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 36.9500 1,108.50 30.240 1,117.37 30.240 1,117 085 MINOR CONCRETE (CURB) (CY) CY 960.7000 5,764.20 5.000 4,803 086 MISCELLANEOUS IRON AND STEEL LB 3.3300 4,485.51 1,347.000 4,485 (F) 087 TEMPORARY FENCE (TYPE CL-6) LF 8.4800 26,118.40 3,089.000 26,194 088 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 21.5600 61,014.80 2,852.000 61,489 089 CHAIN LINK FENCE (TYPE CL-6) LF 15.9600 52,668.00 24.000 383.04 3,302.500 52,707 090 4' CHAIN LINK GATE (TYPE CL-6) EA 920.0600 5,520.36 1.000 920.06 6.000 5,520 091 8' CHAIN LINK GATE (TYPE CL-6) EA 1,380.0900 1,380.09 1.000 1,380 092 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 554.2500 554.25 1.000 554.25 1.000 554 SYSTEM ELEMENTS DURING CONSTRUCTION 093 ELECTRIC SERVICE (IRRIGATION) LS 3,225.7400 3,225.74 1.000 3,225 094 MODIFY TRAFFIC MONITORING STATION LS 6,623.3000 6,623.30 0.000 0 095 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 096 LEAD COMPLIANCE PLAN LS 2,771.2600 2,771.26 1.000 2,771 PROGRAM CAS145 PAGE 5 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1834 TIME 02:16 PM ESTIMATE NO. 10 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: AMBLE, TOR DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 136,921.08 4,900,198.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 136,921.08 4,900,198.70 097 MOBILIZATION LS 283,759.6400 283,759.64 1.000 283,759 ORIGINAL CONTRACT AMOUNT 5,165,986.98 TOTAL WORK COMPLETED 136,921.08 5,183,958.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -5,000.00 TOTAL 133,921.08 5,178,958.34 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 08/07/13 410 10/01/13 10/01/13 06/30/15 162 16 0 0 96% 40% PROGRESS IS SATISFACTORY AMBLE, TOR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/14