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 09/21/10 EST. NO.16 TIME 02:20 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0237 573.16 E.W. @ F.A.(+) 081310 N 5504.0 0241 422.51 081810 N 5513.0 0243 266.42 050310 N 0047.0 0244 53.40 050310 N 0048.0 0246 79.53 071910 N 0072.0 0248 32.61 051110 N 5524.0 0249 21.74 051910 N 5525.0 0250 21.74 051810 N 5526.0 0251 21.74 051710 N 5527.0 0252 43.47 051010 N 5528.0 004 0001 147.82 E.W. @ F.A.(+) 041910 N 0044.0 005 0002 1,315.93 A.C. @ U.P.(+) 122809 N UP0020 008 0009 25.34 E.W. @ F.A.(+) 061710 N 5496.0 0010 852.78 041610 N 0069.0 0011 2,334.27 071410 N 0070.0 0012 946.54 071610 N 0071.0 009 0071 1,842.50 E.W. @ F.A.(+) 080310 N 5512.0 0072 554.32 062210 N 5499.0 010 0205 1,345.37 E.W. @ F.A.(+) 041610 N 5333.1 0215 917.71 072910 N 5482.0 0222 1,191.88 072710 N 5500.0 0230 608.17 082610 N 5519.0 0231 211.26 082510 N 5521.0 0232 1,005.32 083010 N 5522.0 0234 76.03 090210 N 5530.0 0235 169.26 090310 N 5531.0 0236 1,176.17 090210 N 5532.0 0237 827.85 090810 N 5533.0 0238 163.67 090810 N 5535.0 0239 312.82 090710 N 5537.0 0240 677.02 091010 N 5538.0 0242 375.38 090910 N 5540.0 014 0003 46,838.29 E.W. @ L.S.(+) 040310 N LS03 0 0004 2,474.70 E.W. @ F.A.(+) 070110 N 5498.0 017 0035 4,178.58 E.W. @ F.A.(+) 071310 N 5477.0 0036 195.09 071910 N 5478.0 0037 505.70 081210 N 5506.0 0041 654.68 090810 N 5534.0 035 0002 44,000.00 A.C. @ L.S.(+) 090110 N B2.1 0 117,460.77 TOTAL THIS ESTIMATE 1,041,965.52 TOTAL PREVIOUS ESTIMATE 1,159,426.29 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 09/21/10 EST. NO.16 TIME 02:20 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM 81 -4,144.86 05 ITEM 81 4,144.86 07 800M3 @ $3.00/M3 -2,400.00 07 DSB9 SURVEY RESTAKE -850.00 08 CL II CONCRETE -144.38 09 SURVEY RESTAKE B -850.00 09 SURVEY RESTAKE B -1,700.00 10 HERIT. A1 COARSE AG -1,360.80 13 CL II OUT OF SPECBR3 -1,200.00 15 0.00 -8,505.18 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 02 DOCS RECD 10,000.00 04 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JULY -2,000.00 02 O/S PRS AUG -2,000.00 03 PRS RECD JULY 2,000.00 04 O/S PRS OCT -5,000.00 05 PRS RECD AUG 2,000.00 05 O/S PRS NOV -10,000.00 07 O/S PRS DEC -10,000.00 08 PRS RECD OCT 5,000.00 08 O/S PRS JAN -10,000.00 09 PRS RECD DEC 10,000.00 09 PRTL PRS RECD NOV 5,000.00 09 O/S PRS FEB -10,000.00 10 PRS RECD NOV 5,000.00 10 O/S PRS MARCH -5,000.00 11 PRTL PRS JAN 5,000.00 11 PRTL PRS FEB 7,000.00 11 O/S PRS APRIL -5,000.00 12 PRTL PRS JAN 3,000.00 12 O/S PRS MAY -10,000.00 13 O/S PRS JUNE -10,000.00 14 PRS RECD JAN 2,000.00 14 PRTL PRS MAY 5,000.00 14 PRS RECD MAR 5,000.00 15 PRTL PRS RECD JUNE 5,000.00 15 PRTL PRS RECD FEB 2,000.00 15 O/S PRS AUG -1,000.00 16 PRS RECD FEB 1,000.00 16 PRS RECD APR 5,000.00 16 5,000.00 -11,000.00 TOTAL DEDUCTIONS 5,000.00 -19,505.18 PROGRAM CAS145 PAGE 1 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 LOCATION PROGRESS ESTIMATE 11-SD-905-R9.5/R15.0 ----------------- FLATIRON WEST/SUKUT IN SAN DIEGO COUNTY IN SAN DIEGO 1770 LA COSTA MEADOWS DRIVE FROM 1.2 KM EAST OF ROUTE 805/905 SAN MARCOS CA 92078 SEPARATION TO 0.8 KM EAST OF BRITANNIA OVERCROSSING FED. AID NO. SARR-A905(19) N,A-A905(19)N CONSTRUCT NEW FREEWAY - PHASE 1B ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 30,000.0000 30,000.00 0.500 15,000.00 02 TIME-RELATED OVERHEAD WDAY 4,100.0000 3,034,000.00 19.000 77,900.00 266.000 1,090,600.00 03 TEMPORARY FENCE (TYPE ESA) M 8.5000 7,310.00 213.360 1,813.56 04 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 0.026 6,500.00 0.358 89,500.00 05 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.010 35.00 0.643 2,250.50 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 5.0000 488,500.00 792.500 3,962.50 21,426.430 107,132.15 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 40,500.00 1.000 1,500.00 6.000 9,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 130,500.00 8.000 36,000.00 09 TEMPORARY CHECK DAM M 61.0000 61,610.00 398.960 24,336.56 10 MOVE-IN/MOVE-OUT EA 420.0000 2,520.00 3.000 1,260.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 460.0000 64,400.00 5.000 2,300.00 12 STREET SWEEPING LS 60,000.0000 60,000.00 0.026 1,560.00 0.358 21,480.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH M2 0.3000 255,900.00 89,030.180 26,709.05 15 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.543 16,290.00 16 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.026 7,800.00 0.358 107,400.00 17 TYPE III BARRICADE EA 100.0000 3,000.00 0.000 0.00 18 BARRICADE (LEFT IN PLACE) EA 500.0000 3,000.00 0.000 0.00 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 28.0000 3,920.00 92.880 2,600.64 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 11,330.90 6,592.780 4,614.95 21 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 945.00 0.000 0.00 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,600.00 0.000 0.00 (LEFT IN PLACE) PROGRAM CAS145 PAGE 2 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 40.0000 5,600.00 12.000 480.00 24 TEMPORARY PAVEMENT MARKER EA 3.5000 7,752.50 528.000 1,848.00 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 21,000.0000 210,000.00 0.257 5,397.00 3.581 75,201.00 26 TEMPORARY RAILING (TYPE K) M 25.0000 236,250.00 1,777.425 44,435.63 27 TEMPORARY CRASH CUSHION MODULE EA 250.0000 92,500.00 52.000 13,000.00 28 ABANDON CULVERT EA 970.0000 7,760.00 11.000 10,670.00 29 ABANDON INLET EA 440.0000 3,080.00 9.000 3,960.00 30 ABANDON SEWER MANHOLE EA 1,300.0000 7,800.00 0.000 0.00 31 ABANDON WATER LINE M 380.0000 1,140.00 0.000 0.00 32 ABANDON SEWER M 35.0000 13,650.00 0.000 0.00 33 REMOVE CHAIN LINK FENCE M 15.0000 6,750.00 1,073.580 16,103.70 34 REMOVE BARRICADE M 57.0000 798.00 0.000 0.00 35 REMOVE METAL BEAM GUARD RAILING M 15.0000 7,350.00 0.000 0.00 36 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 6,030.00 738.460 3,323.07 37 REMOVE TRAFFIC STRIPE M 1.8000 15,588.00 3,052.810 5,495.06 38 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 2,610.00 52.007 1,560.21 39 REMOVE PAVEMENT MARKER EA 2.0000 306.00 162.000 324.00 40 REMOVE ROADSIDE SIGN EA 125.0000 6,250.00 1.000 125.00 41 REMOVE SIGN OVERLAY EA 150.0000 3,000.00 0.000 0.00 42 REMOVE WATER LINE M 20.0000 11,800.00 160.000 3,200.00 43 REMOVE BASE AND SURFACING M3 10.0000 29,200.00 0.000 0.00 44 RESET ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0.00 45 RELOCATE ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 88,650.00 132.108 594.49 47 REMOVE CONCRETE M3 10.0000 34,000.00 2,297.010 22,970.10 48 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 1,200.00 0.000 0.00 49 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.950 380,000.00 PROGRAM CAS145 PAGE 3 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.029 2,030.00 0.764 53,480.00 51 ROADWAY EXCAVATION M3 5.6000 5,712,000.00 763,713.850 4,276,797.56 52 LEAD COMPLIANCE PLAN LS 80,000.0000 80,000.00 1.000 80,000.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 16.0000 112,000.00 6,760.000 108,160.00 F) 54 STRUCTURE EXCAVATION (CRIB WALL) M3 5.5000 20,790.00 0.000 0.00 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 11.0000 21,780.00 0.000 0.00 56 STRUCTURE BACKFILL (BRIDGE) M3 10.0000 62,800.00 3,603.000 36,030.00 F) 57 STRUCTURE BACKFILL (CRIB WALL) M3 48.0000 470,880.00 0.000 0.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 4.5000 10,170.00 0.000 0.00 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 24.0000 4,320.00 0.000 0.00 WALL) 60 SAND BACKFILL M3 15.0000 7,800.00 175.310 2,629.65 61 LEAN CONCRETE BACKFILL M3 250.0000 53,750.00 155.000 38,750.00 F) 62 DITCH EXCAVATION M3 4.0000 312.00 0.000 0.00 63 CLAY CAP M3 15.0000 42,600.00 2,823.000 42,345.00 64 GEOSYNTHETIC REINFORCED EMBANKMENT M2 5.5000 467,500.00 19,187.510 105,531.31 21,981.280 120,897.04 65 HIGHWAY PLANTING LS 38,000.0000 38,000.00 0.000 0.00 66 EROSION CONTROL (BIOFILTRATION) M2 4.0000 94,800.00 0.000 0.00 67 EROSION CONTROL (TYPE D) M2 1.7500 411,250.00 0.000 0.00 68 EROSION CONTROL (HYDRAULIC MATRIX) M2 1.1600 10,672.00 0.000 0.00 69 FIBER ROLLS M 6.5000 272,350.00 0.000 0.00 70 DRAINAGE INLET PROTECTION EA 115.0000 5,980.00 0.000 0.00 71 CHECK DAM M 9.0000 9,180.00 0.000 0.00 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0.00 73 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 74 TRUCK WATERING LS 74,000.0000 74,000.00 0.000 0.00 75 IRRIGATION SYSTEM LS 69,000.0000 69,000.00 0.000 0.00 76 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 82,000.00 208.000 41,600.00 PROGRAM CAS145 PAGE 4 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 WATER METER EA 35,000.0000 35,000.00 0.000 0.00 78 IRRIGATION SLEEVE M 25.0000 13,500.00 0.000 0.00 79 200 MM CORRUGATED HIGH DENSITY M 60.0000 46,800.00 172.480 10,348.80 POLYETHYLENE PIPE CONDUIT 80 CLASS 4 AGGREGATE SUBBASE M3 9.0000 501,300.00 20,493.380 184,440.42 81 CLASS 2 AGGREGATE BASE M3 21.0000 1,785,000.00 12,185.410 255,893.61 82 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,350.0000 25,650.00 0.000 0.00 83 HOT MIX ASPHALT TONN 80.0000 7,144,000.00 1,098.220 87,857.60 84 PLACE HOT MIX ASPHALT DIKE M 7.0000 42,000.00 333.640 2,335.48 85 PLACE HOT MIX ASPHALT M2 15.5000 9,920.00 606.770 9,404.94 (MISCELLANEOUS AREA) 86 TACK COAT TONN 1,000.0000 130,000.00 0.000 0.00 87 CONCRETE PAVEMENT M3 185.0000 5,402,000.00 0.000 0.00 88 SEAL PAVEMENT JOINT M 3.0000 200,100.00 0.000 0.00 89 FURNISH STEEL PILING (HP 250 X 62) M 80.0000 21,120.00 239.970 19,197.60 90 DRIVE STEEL PILE (HP 250 X 62) EA 2,900.0000 23,200.00 8.000 23,200.00 91 FURNISH STEEL PILING (HP 360 X 132) M 145.0000 652,500.00 4,233.964 613,924.78 92 DRIVE STEEL PILE (HP 360 X 132) EA 1,600.0000 371,200.00 232.000 371,200.00 93 FURNISH PILING (CLASS 900) M 180.0000 345,600.00 1,666.089 299,896.02 (ALTERNATIVE W) (MODIFIED) 94 DRIVE PILE (CLASS 900) EA 1,500.0000 208,500.00 139.000 208,500.00 (ALTERNATIVE W) (MODIFIED) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 480,000.0000 480,000.00 0.192 92,160.00 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 650,000.00 82.000 32,800.00 1,587.000 634,800.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 3,773,250.00 416.000 243,360.00 3,627.000 2,121,795.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 456,000.00 0.000 0.00 F) (TYPE N) 99 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 960.0000 44,160.00 28.643 27,497.28 00 CLASS 3 CONCRETE (BACKFILL) M3 300.0000 10,500.00 35.000 10,500.00 35.000 10,500.00 F) 01 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 22,100.00 32.426 5,512.42 02 CLASS 1 CONCRETE (RETAINING WALL) M3 700.0000 609,000.00 0.000 0.00 03 MINOR CONCRETE (MINOR STRUCTURE) M3 710.0000 220,100.00 63.922 45,384.62 PROGRAM CAS145 PAGE 5 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (PIPE ENCASEMENT) M3 330.0000 297,000.00 0.000 0.00 05 MINOR CONCRETE (SOUND WALL) M3 1,260.0000 10,080.00 0.000 0.00 06 FRACTURED RIB TEXTURE M2 43.0000 79,120.00 284.000 12,212.00 07 PREMANUFACTURED BAT HOUSE EA 700.0000 2,800.00 0.000 0.00 08 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 490.0000 12,250.00 0.000 0.00 09 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 560.0000 39,200.00 0.000 0.00 10 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 590.0000 259,600.00 0.000 0.00 11 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 116.0000 96,280.00 0.000 0.00 12 REINFORCED CONCRETE CRIB WALL M2 149.0000 90,890.00 0.000 0.00 (TYPE E) 13 SOUND WALL (MASONRY BLOCK) M2 500.0000 150,000.00 0.000 0.00 14 JOINT SEAL (MR 30 MM) M 200.0000 15,600.00 0.000 0.00 15 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 64,800.00 0.000 0.00 16 JOINT SEAL (MR 40 MM) M 230.0000 11,040.00 0.000 0.00 17 JOINT SEAL (MR 50 MM) M 285.0000 13,680.00 0.000 0.00 18 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 1,431,300.00 56,305.000 73,196.50 739,782.000 961,716.60 F) 19 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4500 77,420.00 0.000 0.00 20 HEADED BAR REINFORCEMENT EA 20.0000 2,240.00 112.000 2,240.00 112.000 2,240.00 F) 21 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 30.0000 43,200.00 0.000 0.00 WITH WALKWAY) 22 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 7,200.00 0.000 0.00 WITH WALKWAY) 23 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 68,640.00 0.000 0.00 24 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 8,580.00 0.000 0.00 25 FURNISH SIGN STRUCTURE (TRUSS) KG 11.7500 1,084,525.00 0.000 0.00 26 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 32,305.00 0.000 0.00 27 FURNISH LAMINATED PANEL SIGN M2 130.0000 93,600.00 0.000 0.00 (25.4 MM-TYPE A) 28 FURNISH LAMINATED PANEL SIGN M2 135.0000 8,100.00 0.000 0.00 (25.4 MM-TYPE B) 29 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 24,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 30 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 12,000.00 0.000 0.00 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH SINGLE SHEET ALUMINUM SIGN M2 84.0000 8,400.00 0.000 0.00 (1.6 MM-FRAMED) 32 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,000.00 0.000 0.00 (2.0 MM-FRAMED) 33 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 30,600.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 34 1372 MM CAST-IN-DRILLED-HOLE M 2,600.0000 13,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 35 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 176,800.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 36 METAL (BARRIER MOUNTED SIGN) KG 25.0000 5,000.00 0.000 0.00 37 HABITAT RESTORATION SIGN EA 350.0000 1,400.00 0.000 0.00 38 ROADSIDE SIGN-ONE POST EA 400.0000 4,000.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 39 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 0.000 0.00 40 ROADSIDE SIGN - TWO POST EA 1,000.0000 30,000.00 0.000 0.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 3,600.00 0.000 0.00 METHOD) 42 PREPARE AND PAINT CONCRETE M2 24.0000 8,160.00 0.000 0.00 43 450 MM ALTERNATIVE PIPE CULVERT M 87.0000 96,570.00 12.000 1,044.00 44 600 MM ALTERNATIVE PIPE CULVERT M 102.0000 371,280.00 450.500 45,951.00 45 750 MM ALTERNATIVE PIPE CULVERT M 140.0000 119,000.00 565.000 79,100.00 46 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 25,200.00 143.000 25,740.00 47 1050 MM ALTERNATIVE PIPE CULVERT M 220.0000 20,240.00 93.000 20,460.00 48 1200 MM ALTERNATIVE PIPE CULVERT M 110.0000 9,680.00 88.000 9,680.00 49 1500 MM ALTERNATIVE PIPE CULVERT M 530.0000 43,990.00 0.000 0.00 50 450 MM REINFORCED CONCRETE PIPE M 140.0000 7,840.00 24.000 3,360.00 51 600 MM REINFORCED CONCRETE PIPE M 190.0000 85,880.00 25.200 4,788.00 125.800 23,902.00 52 750 MM REINFORCED CONCRETE PIPE M 240.0000 57,600.00 162.000 38,880.00 53 1200 MM REINFORCED CONCRETE PIPE M 440.0000 39,160.00 88.500 38,940.00 54 200 MM PLASTIC PIPE M 120.0000 16,800.00 0.000 0.00 55 450 MM ALTERNATIVE PIPE DOWNDRAIN M 140.0000 1,260.00 0.000 0.00 56 600 MM ALTERNATIVE PIPE DOWNDRAIN M 120.0000 11,400.00 0.000 0.00 57 1200 MM ALTERNATIVE PIPE DOWNDRAIN M 280.0000 12,320.00 44.000 12,320.00 PROGRAM CAS145 PAGE 7 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 GRATED LINE DRAIN M 270.0000 37,800.00 0.000 0.00 59 900 MM CORRUGATED STEEL PIPE RISER M 630.0000 2,016.00 0.000 0.00 (2.77 MM THICK) 60 1850 MM WELDED STEEL PIPE CASING M 1,900.0000 184,300.00 0.000 0.00 (10 MM) 61 1850 MM WELDED STEEL PIPE CASING M 1,900.0000 323,000.00 0.000 0.00 (21 MM) 62 1500 MM WELDED STEEL CASING M 1,350.0000 256,500.00 0.000 0.00 63 ANODES AND TEST STATIONS EA 480.0000 5,280.00 0.900 432.00 4.650 2,232.00 64 300 MM CEMENT MORTAR LINED AND TAPE M 400.0000 480,000.00 0.000 0.00 COATED WATER LINE 65 400 MM CEMENT MORTAR LINED AND TAPE M 2,000.0000 124,000.00 4.230 8,460.00 COATED WATER LINE 66 600 MM CEMENT MORTAR LINED AND TAPE M 680.0000 367,200.00 11.020 7,493.60 545.610 371,014.80 COATED WATER LINE 67 50 MM TYPE K COPPER PIPE M 120.0000 2,160.00 0.000 0.00 68 600 MM CONCRETE FLARED END SECTION EA 350.0000 1,400.00 1.000 350.00 1.000 350.00 69 750 MM CONCRETE FLARED END SECTION EA 380.0000 380.00 0.000 0.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 71 600 MM ALTERNATIVE FLARED END SECTION EA 330.0000 2,640.00 0.000 0.00 72 750 MM ALTERNATIVE FLARED END SECTION EA 470.0000 470.00 0.000 0.00 73 300 MM BUTTERFLY VALVE, CLASS 250 WITH EA 1,400.0000 1,400.00 0.000 0.00 BYPASS 74 300 MM GATE VALVE EA 1,500.0000 12,000.00 0.000 0.00 75 400 MM BUTTERFLY VALVE, CLASS 250 WITH EA 1,600.0000 14,400.00 3.000 4,800.00 BYPASS 76 150 MM BLOW OFF ASSEMBLY EA 2,700.0000 5,400.00 2.000 5,400.00 77 50 MM BLOW OFF ASSEMBLY EA 1,300.0000 3,900.00 0.000 0.00 78 25 MM WATER TEST STATION ASSEMBLY EA 1,200.0000 1,200.00 0.000 0.00 79 50 MM WATER SERVICE EA 1,900.0000 1,900.00 0.000 0.00 80 600 MM BUTTERFLY VALVE, CLASS 250 EA 4,300.0000 12,900.00 3.000 12,900.00 81 50 MM COMBINATION AIR RELEASE AND AIR EA 1,600.0000 6,400.00 0.000 0.00 VACUUM VALVE 82 150 MM COMBINATION AIR RELEASE AND AIR EA 2,900.0000 2,900.00 1.000 2,900.00 VACUUM VALVE 83 100 MM COMBINATION AIR RELEASE AND AIR EA 2,300.0000 2,300.00 0.000 0.00 VACUUM VALVE 84 900 MM PRECAST CONCRETE PIPE INLET M 510.0000 5,610.00 5.546 2,828.46 PROGRAM CAS145 PAGE 8 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 1500 MM PRECAST CONCRETE PIPE MANHOLE EA 62,000.0000 124,000.00 1.900 117,800.00 86 900 MM REINFORCED CONCRETE PIPE RISER M 510.0000 17,340.00 14.397 7,342.47 87 900 MM PRECAST CONCRETE PIPE INLET M 510.0000 4,590.00 1.040 530.40 (MODIFIED) 88 1050 MM VITRIFIED CLAY SEWER PIPE M 1,500.0000 375,000.00 0.000 0.00 89 CATHODIC PROTECTION TEST STATION EA 1,100.0000 4,400.00 0.000 0.00 90 80 MM POLYVINYL CHLORIDE PIPE M 38.0000 25,080.00 0.000 0.00 91 400 MM POLYVINYL CHLORIDE WATER, M 170.0000 51,000.00 270.780 46,032.60 CLASS 150 (T) 92 600 MM POLYVINYL CHLORIDE FORCE MAIN M 170.0000 16,490.00 0.000 0.00 93 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,100.0000 12,400.00 0.000 0.00 MECHANICAL JOINT ENDS 94 450 MM SEWER PIPE M 1,450.0000 696,000.00 482.300 699,335.00 95 150 MM POLYVINYL CHLORIDE WATER PIPE, M 94.0000 658.00 0.000 0.00 CLASS 200 (C900, DR14) 96 400 MM POLYVINYL CHLORIDE DR 25 FORCE M 460.0000 55,200.00 0.000 0.00 MAIN 97 250 MM POLYVINYL CHLORIDE SEWER PIPE M 2,100.0000 44,100.00 18.772 39,421.20 98 SEWER MANHOLE FRAME AND COVER EA 7,300.0000 36,500.00 5.700 41,610.00 99 2450 MM PRECAST CONCRETE PIPE MANHOLE EA 49,000.0000 147,000.00 1.900 93,100.00 00 ROCK SLOPE PROTECTION M3 84.0000 23,520.00 2.000 168.00 233.780 19,637.52 (FACING, METHOD B) 01 ROCK SLOPE PROTECTION M3 99.0000 3,267.00 34.660 3,431.34 (BACKING NO. 1, METHOD B) 02 CONCRETE (APRON AND DITCH LINING) M3 410.0000 102,500.00 0.000 0.00 03 SLOPE PAVING (STAMPED CONCRETE) M2 160.0000 153,600.00 0.000 0.00 F) 04 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,625.00 283.660 709.15 05 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 251,550.00 84.783 49,598.06 CONSTRUCTION) 06 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 171,520.00 0.000 0.00 07 MINOR CONCRETE (GORE PAVING) M3 188.0000 77,080.00 0.000 0.00 08 MISCELLANEOUS IRON AND STEEL KG 4.7500 80,731.00 429.800 2,041.55 F) 09 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 13,200.00 0.000 0.00 F) 10 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 61,000.00 1,838.000 18,380.00 1,838.000 18,380.00 F) 11 WILDLIFE FENCE M 95.0000 178,600.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CHAIN LINK FENCE (TYPE CL-1.8) M 64.0000 492,160.00 0.000 0.00 13 POLE BARRIER M 230.0000 36,800.00 0.000 0.00 14 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 14,400.00 0.000 0.00 15 DELINEATOR (CLASS 1) EA 75.0000 16,500.00 0.000 0.00 16 MILEPOST MARKER EA 100.0000 800.00 0.000 0.00 17 GUARD RAILING DELINEATOR EA 14.0000 2,380.00 0.000 0.00 18 OBJECT MARKER EA 30.0000 300.00 0.000 0.00 19 METAL BEAM GUARD RAILING M 107.0000 14,980.00 0.000 0.00 20 CHAIN LINK RAILING (TYPE 7) M 225.0000 38,025.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 715.0000 120,835.00 0.000 0.00 F) 22 SINGLE THRIE BEAM BARRIER M 75.0000 101,250.00 0.000 0.00 23 DOUBLE THRIE BEAM BARRIER M 123.0000 464,940.00 0.000 0.00 24 CABLE RAILING M 98.0000 40,738.60 0.000 0.00 F) 25 TRANSITION RAILING (TYPE WB) EA 3,500.0000 35,000.00 0.000 0.00 26 TRANSITION RAILING (TYPE DTB) EA 3,600.0000 14,400.00 0.000 0.00 27 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 0.000 0.00 28 RETURN CAP (TYPE TA) EA 220.0000 440.00 0.000 0.00 29 END ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 3,000.00 0.000 0.00 30 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 23,000.00 0.000 0.00 31 CRASH CUSHION (TYPE CAT) EA 5,500.0000 5,500.00 0.000 0.00 32 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 0.000 0.00 33 CRASH CUSHION (REACT 9CBB) EA 53,000.0000 53,000.00 0.000 0.00 34 CONCRETE BARRIER (TYPE 60C) M 420.0000 71,400.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 60D) M 250.0000 17,750.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 80) M 540.0000 199,260.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 736) M 380.0000 52,820.00 0.000 0.00 F) 38 CONCRETE BARRIER (TYPE 736 MODIFIED) M 280.0000 49,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 736A) (MOD) M 250.0000 70,000.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 736B) M 250.0000 259,750.00 0.000 0.00 F) 41 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 24,480.00 0.000 0.00 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 14,580.00 0.000 0.00 43 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,304.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 660.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,100.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 46 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 58,800.00 0.000 0.00 47 PARKING BUMPER (PRECAST CONCRETE) EA 60.0000 10,200.00 0.000 0.00 48 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,912.00 0.000 0.00 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,800.00 185.000 555.00 50 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 51 SIGNAL AND LIGHTING (LOCATION 1) LS 145,000.0000 145,000.00 0.000 0.00 52 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 0.000 0.00 53 SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.000 0.00 54 SIGNAL AND LIGHTING (LOCATION 4) LS 26,000.0000 26,000.00 0.000 0.00 55 SIGNAL AND LIGHTING (LOCATION 5) LS 26,000.0000 26,000.00 0.000 0.00 56 LIGHTING (CITY STREET) LS 170,000.0000 170,000.00 0.000 0.00 57 LIGHTING (PARKING LOT) LS 58,000.0000 58,000.00 0.000 0.00 58 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.009 4,725.00 59 CHANGEABLE MESSAGE SIGN SYSTEM LS 19,000.0000 19,000.00 0.000 0.00 60 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 9,000.00 42.000 1,890.00 42.000 1,890.00 F) 61 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 62 TRAFFIC MONITORING STATION (LOCATION 2) LS 31,000.0000 31,000.00 0.000 0.00 63 FIBER OPTIC COMMUNICATON SYSTEM LS 1000,000.0000 1,000,000.00 0.088 88,000.00 64 RAMP METERING SYSTEM (LOCATION 1) LS 72,000.0000 72,000.00 0.000 0.00 65 RAMP METERING SYSTEM (LOCATION 2) LS 70,000.0000 70,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 RAMP METERING SYSTEM (LOCATION 3) LS 88,000.0000 88,000.00 0.080 7,040.00 67 BICYCLE PARKING RACK EA 400.0000 3,200.00 0.000 0.00 68 BICYCLE LOCKER EA 3,400.0000 51,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:20 PM ESTIMATE NO. 16 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 608,113.91 14,893,725.64 ADJUSTMENT OF COMPENSATION 45,315.93 452,174.16 EXTRA WORK 72,144.84 707,252.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 725,574.68 16,053,151.93 69 MOBILIZATION LS 4900,000.0000 4,900,000.00 0.950 4,655,000.00 ORIGINAL CONTRACT AMOUNT 57,095,736.00 TOTAL WORK COMPLETED 725,574.68 20,708,151.93 MATERIALS ON HAND ON SITE 708,225.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -19,505.18 TOTAL 730,574.68 21,396,872.24 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/20/09 990 07/22/09 07/15/09 08/16/13 265 30 0 0 35% 36% PROGRESS IS SATISFACTORY DEYOE, MARLA RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 09/21/10