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HomeMy WebLinkAboutb - 91265 Bid ResultsSHEET 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 22 21 18 TOTAL TYPE OF WATER SERVICE 1 1 6 7 0 0 1 3 8 8 4 2 3 6 3 0 0 5 0 6 63 2 6 7 10 3 1 3 4 13 7 5 4 3 9 3 4 5 6 0 0 93 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 5 0 1 0 0 4 4 1 0 0 0 0 1 0 1 4 4 0 0 20 6 1 1 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 1 0 0 0 3 0 0 1 0 2 1 1 0 0 0 0 9 9 1 0 2 0 0 0 0 1 0 2 0 1 0 1 0 0 0 0 8 Fire Hydrants 1 2 2 1 2 1 1 1 1 1 1 1 2 2 1 0 1 0 1 22 Fire Connections 1 short 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 Long 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 4 Monuments 0 0 0 1 0 0 1 1 0 0 0 0 0 1 0 0 1 0 1 6 Connections 1 2 2 1 2 0 1 1 2 1 3 1 2 1 1 0 2 2 1 26 Trafic loops 2 2 STREET Boysen Chorro to Santa Rosa Casa Dessert to Murray Stenner North end to Murray Murray Santa Rosa to Hathway Pacific Higuera to Nipomo Sierra Ella to 2050 Sierra Chorro Pacific to Pismo LENGTH OF PIPE (ft) 12" 883.792 684.23 1886.9649 3454.9869 10" 1511.21 1511.21 8" 1281.58 596.99 999.34 385 3262.91 No. BASE BID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Total Bid Amount BID ITEM & DESCRIPTION ITEM TRAFFIC CONTROL POTHOLING 10 INCH PVC WATERLINE ABANDON WATERLINE AND FACILITIES WATERLINE TIE IN AND APPURTENANCES AT JOHNSON AND MONTEREY WATERLINE TIE IN AND APPURTENANCES AT CALIFORNIA AND MONTEREY FIRE MAIN CONNECTION AT STATION 4+01.72 FIRE MAIN CONNECTION AT STATION 4+65.70 FIRE MAIN CONNECTION AT STATION 5+58.78 FIRE MAIN CONNECTION AT STATION 6+55.35 WATER SERVICE TIE IN FIRE HYDRANT CONTAMINATED SOIL EXCAVATION CONTAMINATED SOIL DISPOSAL RESET MONUMENT BLUE HYDRANT MARKER 12 INCH WHITE STRIPE DETAIL 38 STRIPE DETAIL 32 STRIPE TYPE IV ARROW BIKE LANE COATING COMPLY WITH APCD PERMIT PREPARE HEALTH AND SAFETY PLAN COMPLY WITH HEALTH AND SAFETY PLAN COMPLY WITH MITIGATION MEASURES COMPLY WITH OSHA UNIT LS LS LF LS LS LS LS LS LS LS EA EA CF CF EA EA LF LF LF SQFT SQFT LS LS DAY LS LS QUAN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Engineer's Estimate UNIT PRICE 41250 13707.5 215.5 14966 15550 23000 6443 6607.5 6607.5 9750 2042.5 11757.5 15.35 2500.9 1800 235 20.5 9.8 13 10 41 3250.5 1700 1742.5 4430 16737.5 TOTAL PRICE 41250 13707.5 215.5 14966 15550 23000 6443 6607.5 6607.5 9750 2042.5 11757.5 15.35 2500.9 1800 235 20.5 9.8 13 10 41 3250.5 1700 1742.5 4430 16737.5 140139.5 Whitaker Construction UNIT PRICE 30000 15000 191.5 4500 9900 14500 3000 3300 3300 5500 1300 9800 8 72 2300 25 12.5 6 13 6 52 6500 1000 850 1500 8500 TOTAL PRICE D-Kal UNIT PRICE 6038 2415 223 2932 19192 28680 7243 5967 5967 11813 2119 11922 1 11 1294 20 11 4.6 11 5 44 1 500 1500 100 17163 TOTAL PRICE Souza UNIT PRICE 39949 13000 199 9000 21200 31500 6000 7000 6400 8700 2500 14500 0.7 4 800 23 13 6 13 6 51 3300 600 600 4700 3300 TOTAL PRICE Crandall UNIT PRICE 8000 15000 200 27000 15000 15000 6000 6000 6000 6000 2000 9000 30 50 2800 450 30 15 15 15 30 2500 2500 3000 2000 3000 TOTAL PRICE Cal Portland UNIT PRICE 56790 9511 187 12800 14205 19110 9886 9915 9915 12490 2980 7915 8.7 5 1813 23 13 6 13 6 50 60 850 1300 60 32475 TOTAL PRICE Specialty Construction UNIT PRICE 29500 22200 249 11000 18000 21500 6800 5400 5400 14000 1105 15600 7 18 1500 20 11 5 11 5 43 2100 975 485 1050 8200 TOTAL PRICE R. Burke UNIT PRICE 80000 25000 245 17000 11300 18300 4400 4700 4700 13000 1330 13700 10 1.8 2650 22 12 5 12 5.5 50 3500 2900 1400 8800 2800 TOTAL PRICE Pacific Coast Excavation UNIT PRICE 2500 3000 182 4500 15590 21075 9513 9513 7938 9000 2800 11873 19 5000 1925 40 12 5 12 5.5 49 1500 2500 500 8180 1000 TOTAL PRICE Max 80000 25000 249 27000 21200 31500 9886 9915 9915 14000 2980 15600 30 5000 2800 450 30 15 15 15 52 6500 2900 3000 8800 32475 Min 2500 2415 182 2932 9900 14500 3000 3300 3300 5500 1105 7915 0.7 1.8 800 20 11 4.6 11 5 30 1 500 485 60 1000 Avg 41250 13707.5 215.5 14966 15550 23000 6443 6607.5 6607.5 9750 2042.5 11757.5 15.35 2500.9 1800 235 20.5 9.8 13 10 41 3250.5 1700 1742.5 4430 16737.5 AVG ALL 32669.6667 13203.7222 210.2222 11522 15548.5556 21407.2222 6587.2222 6489.1667 6247.5 10028.1111 2019.6111 11785.2778 11.0833 851.4111 1875.7778 95.3333 15 6.9333 12.5556 7.1111 45.5556 2523.5 1502.7778 1264.1667 3424.4444 10352.8333 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 BASE BID TOTAL 23 24 25 26 27 28 ADDITIVE ALTERNATE "A" BID TOTAL TOTAL BID STAFFORD/KENTUCKY SEWERLINE REPLACEMENT, SPECIFICATIONS NO. 91265 Bid Opening: 5/9/2019 ITEM Comply with OSHA APCD Permit and Compliance Caltrans Permit and Compliance Comply with UPRR ROW Encroachment Permit Comply with WPCP Traffic Control By-Pass Pumping *Rock Excavation Abandon and Grout (E) Sanitary Sewer with Flowable Fill Clean & Rehabilitate (E) Sewer Manhole Remove & Dispose of (E) Sewer Manhole Install (N) Sewer Manhole with (N) Frame & Cover Connect Live Sewer Lateral to Sewer Main (Note: CIPP Lateral Connections Not Included in this Pay Item – they are separate and in the Add Alternate Portion of Work) Abandon and Plug (E) Sewer Pipe or Lateral Furnish and Install 8-inch HDPE SDR 17 Sewer (S) Furnish & Install 8-inch HDPE SDR 17 Sewer with Pipe Bursting Methods (S) Furnish & Install 8-inch HDPE SDR 17 Sewer Pipe Encased in 24 Inch Schedule 40 Steel Pipe with Jack and Bore Methods Re-Grade, Install (N), and Connect (E) Sewer Lateral Beyond 5-feet Health & Safety Plans (HSP) – (Note: required HSP for CIPP included in CIPP items of work & not included in this pay item) HSP Implementation and Area Monitoring – Contingent Upon Encountering Contaminated Soils (Note: Monitoring for CIPP included in CIPP items of work & not included in this pay item) Excavation, Containment, and Stockpiling of Non-Contractor Contaminated Soils – Contingent Upon Encountering Contaminated Soils Install Cork Oaks - 24" Box Traffic Control for Line B and Line A (From STA: 07+18.87 to end of A). By-Pass Pumping for Line B and Line A (From STA: 07+18.87 to end of A). Clean & Rehabilitate (E) Sewer Manhole (S) Furnish and Install 6-inch CIPP (Cure-In-Place-Pipe) Sewer Replace Frame and Cover on a Rehab Manhole Point repair (including complete remove and replace) UNIT LS LS LS LS LS LS LS CY LF EA EA EA EA EA LF LF LF LF LS DAYS CF EA LS LS EA LF EA EA QUAN 1 1 1 1 1 1 1 20 123 1 3 5 13 18 276 341 100 54 1 20 1000 3 1 1 5 1495 3 1 Engineer's Estimate UNIT PRICE 3300 2500 2500 25000 5000 19800 5000 100 40 3500 5000 13000 1000 400 335 250 1500 100 2670 500 30 5000 11000 10000 3500 100 1500 11000 TOTAL PRICE 3300 2500 2500 25000 5000 19800 5000 2000 4920 3500 15000 65000 13000 7200 92460 85250 150000 5400 2670 10000 30000 15000 564500 11000 10000 17500 149500 4500 11000 203500 768000 R.Burke Corporation UNIT PRICE 10000 3000 2500 60000 6000 90000 21000 200 115 7800 900 9900 2700 1200 480 82 1950 260 1000 230 3 2500 34500 17000 7880 65 1500 2700 TOTAL PRICE 10000 3000 2500 60000 6000 90000 21000 4000 14145 7800 2700 49500 35100 21600 132480 27962 195000 14040 1000 4600 3000 7500 712927 34500 17000 39400 97175 4500 2700 195275 908202 Specialty Construction, Inc. UNIT PRICE 50000 6000 25000 35000 9000 37000 47000 405 115 9500 9000 21500 1200 2200 800 300 2200 320 3000 1800 16 1200 18000 4000 4700 84 1500 16500 TOTAL PRICE 50000 6000 25000 35000 9000 37000 47000 8100 14145 9500 27000 107500 15600 39600 220800 102300 220000 17280 3000 36000 16000 3600 1049425 18000 4000 23500 125580 4500 16500 192080 1241505 TYPE 1 SERVICE TYPE 2 SERVICE TYPE 3 SERVICE TYPE 4 SERVICE FIRE TYPE 5 FIRE TYPE 6 WM BOXES FIRE HYDRANT WATER CONNECTIONS CROSS GUTTER(SQFT) AIR RELEASE VALVE PRESSURE REGULATOR ZONE VALVE 8" PVC 10" PVC 12" PVC 8" DIP 10" DIP MONUMENT BOYSEN 4 17 3 9 4 3 50 1320 5 PACIFIC 2 32 1 1 3 4 3 6 5 25 1920 SIERRA 2 18 3 10 2 2 50 1 28 1 1270 220 1 CHORRO 2 9 1 1 2 250 140 1 TOTAL 10 76 5 1 3 7 22 13 12 125 1 28 1 1570 1270 1920 140 220 7