Item No. BIDDING SCHEDULE SEWER LIFT STATION NO. 2 REPLACEMENT PROJECT CITY OF ALHAMBRA City s Project No. N2M17-83 DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL PRICE GENERAL BID ITEMS 1 Per Plans and Specifications furnish all labor, material, 1 LS $600,000 $600,000 equipment and tools and mobilize, demobilize, and provide cleanup of construction site: provide all bonds, insurances, obtain all permits, (40% due at mobilization, 20% due at demobilization, remainder to be paid with monthly payments based on percent complete). 2 Per Plans and Specifications, furnish all labor, material, 1 LS $15,000 $15,000 equipment, and tools and document existing conditions of structures, streets, and improvements through narrated video recording, photographs, and reports. 3 Per Plans and Specifications, furnish all labor, material, 1 LS $50,000 $50,000 equipment and tools and comply with the Manual for the Standard Urban Storm Water Mitigation Plan (SUSMP) Los Angeles County Department of Public Works, and maintain compliance throughout the project. Including preparation and submittal of storm water pollution prevention plans for review and approval by the City of Alhambra, Los Angeles County Flood Control District, and Caltrans. 4 Per Plans and Specifications, furnish all labor, material, 1 LS $120,000 $120,000 equipment and tools and pothole and locate horizontal and vertical positions of all existing utilities and structures in the vicinity of the work, including the location of the freeway soundwall and Metroling retaining wall support piles affecting the jacking and boring of the 28-inch diameter steel casing across the I-10 Freeway. Prepare a report showing details of all potholing, including surveyed top and bottom elevations of all facilities potholed, and submit it to the City, minimum of four (4) weeks prior to submittal of related shop drawings and start of construction to allow revisions to current design. 5 Per Plans and Specifications furnish all labor, material, equipment and tools as required and provide public convenience, safety and traffic control; including warning signs, high level warning devices, delineators, regulatory signs, barricades, and trench plate bridging. Submit Traffic Control Plans prepared, signed and sealed by a California Registered Traffic Engineer to the City for favorable review by the City. 1 LS $90,000 $90,000
6 7 Per Plans and Specifications furnish all labor, material, equipment and tools and provide trench and excavation safety measures, including sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches and open excavation, and for the protection of all improvements and adjacent structures in conformance with applicable safety orders, settlement and horizontal movement monitoring. Shoring will be designed, sealed and signed by a California Registered Structural Engineer, and submitted to the City for favorable review. Per Plans and Specifications furnish all labor, material, equipment and tools necessary and maintain sewer, water, and storm drain flows throughout the entire construction period. This includes bypass pumping, Vactor trucks, storage tanks, high lining of water services, and all appurtenances necessary. 1 LS $500,000 $500,000 1 LS $70,000 $70,000 8 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and conduct geotechnical investigation by a California Registered Geotechnical Engineer to develop shoring and jacking design recommendations for the project. A minimum of 3 soil borings to a depth of 50 feet shall be conducted. 1 LS $50,000 $50,000 RELOCATION OF EXISTING UTILITIES 9 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 8-inch and 10-inch diameter double thick cement mortar lined ductile iron water pipe in Orange Grove Avenue at Ramona Road (north) (DWG P-1 and P-2); including but not limited to: temporary high line service; new fire hydrant; new services; connections to existing water mains and services; valves; pipe wrap; fittings; thrust blocks; abandonment of pipe; removal of existing 10, 8, and 4 pipe, services, and fire hydrant; delivery of salvaged materials to the City Yard; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; surface repair; temporary blow-offs; testing; chlorination; and appurtenances; complete and in 210 LF $500 $105,000
10 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and remove existing and construct new 12-inch diameter double thick cement mortar lined ductile iron water pipe in Hellman Avenue, east of Orange Grove Avenue (shown on DWG P-19); including but not limited to: temporary high line service; connections to existing water mains; valves; pipe wrap; fittings; thrust blocks; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; removal of existing pipe; bus pad replacement; surface repair; temporary blow-offs; testing; chlorination; shoring; and appurtenances; complete and in 11 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and remove existing and construct new 6-inch diameter double thick cement mortar lined ductile iron water pipe in Ramona Road (North), east of Orange Grove Avenue (shown on DWG P-1 and P-2); including but not limited to: temporary high line service; connections to existing water mains; valves; pipe wrap; fittings; thrust blocks; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; removal of existing pipe; surface repair; temporary blow-offs; testing; chlorination; shoring; and appurtenances; complete and in 12 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and remove existing and construct new 8-inch diameter double thick cement mortar lined ductile iron water pipe in Ramona Road (South), east of Garvey Avenue (shown on DWG P-2 and P-3); including but not limited to: temporary high line service; connections to existing water mains; valves; pipe wrap; fittings; thrust blocks; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; removal of existing pipe; surface repair; temporary blow-offs; testing; chlorination; shoring; and appurtenances; complete and in 92 LF $500 $46,000 26 LF $600 $15,600 71 LF $800 $56,800
13 Per Plans and Specifications furnish all labor, material, equipment and tools necessary to reroute the existing 8- inch CI sewer forcemain in Ramona Road (north) at Orange Grove Avenue to new 60-inch diameter MH #1C (DWG P6). The work includes, but is not limited to: 40 mil Protecto 401 ceramic epoxy lined ductile iron pipe, pipe wrap, fittings; thrust blocks; 12 feet of DR 18, AWWA C900 PVC future forcemain stub-out and cap; excavation; disposal of excess material; one sack pipe and trench zone slurry backfill; surface repair; temporary blow-offs; testing; and all appurtenances; complete and in 29 LF $500 $14,500 CONSTRUCTION OF SEWER 14 Per plans and specifications, furnish all labor, material, equipment, and tools necessary and construct new 8- inch VCP gravity sewer from Manhole #1C to Manhole #2A, one (1) 60-inch diameter, 125 mil Sancon 100 lined manhole (MH #1C) and 40 mil Protecto 401 ceramic epoxy lined ductile iron stub-out (12 ft long) with end cap in Ramona Road (north), (DWG P-6). The work includes, but is not limited to: excavation; thrust block, one sack slurry pipe and trench zone backfill; disposal of excess material; surface repair; testing; and all appurtenances; complete and in 76 LF $1,000 $76,000 15 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 8-inch diameter PVC and VCP sewer pipe, in Ramona Road north from Meridian Avenue to Orange Grove Avenue, including two (2) 48 diameter 125 mil Sancon 100 lined manholes (MH #1B and MH #2B); and modification and 125 mil Sancon 100 interior coating of an existing manhole in the Meridian Avenue intersection (DWG P-4). The work also includes, but is not limited to: excavation; reconnection of existing house services; construction of one (1) new house service; disposal of excess material; one sack slurry pipe and trench zone backfill; surface repair; testing; and all appurtenances, complete and in 425 LF $600 $255,000
16 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 18- inch diameter extra strength VCP sewer in Orange Grove Avenue from Manhole # 1B to Manhole #1A just west of the new Lift Station No. 2 wet well, including one (1) 60-inch diameter 125 mil epoxy polyurethane lined Manhole #2A in the Ramona Road north/orange Grove Avenue intersection (DWG P-3). The work includes, but is not limited to: excavation; one sack slurry pipe and trench zone backfill; disposal of excess material; surface repair; testing; shoring; and all appurtenances; complete and in 55 LF $1,200 $66,000 17 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and jack and bore in place 28-inch diameter, ½-inch thick (minimum) steel casing pipe and construct new 12-inch diameter DR 14 AWWA C900 PVC carrier sewer pipe across the I-10 Freeway between Ramona Road (north) and Ramona Road (south) (DWG P-3). The work includes, but is not limited to: construction of jacking and receiving pits; excavation; shoring; disposal of excess material; one sack slurry backfill of jacking and receiving pits; shoring removal; redwood skids; casing centralizers; low strength slurry backfill of interior annular space; surface repair; testing; all appurtenances; and compliance with Caltrans and Metrolink permit requirements, complete and in Per Plans and Specifications furnish all labor, material, 18 equipment and tools necessary and construct new 12- inch diameter DR 14 AWWA C900 PVC sewer pipe in Ramona Road (south); including one (1) 60-inch diameter 125 mil Sancon 100 lined Manhole #3A (DWG P-3). The work includes, but is not limited to: connecting to the existing 48-inch brick and mortar manhole, 125 mil Sancon 100 lining of the existing brick and mortar manhole; plugging the south end of the 8-inch VCP sewer under the I-10 Freeway with CLSM after the new Lift Station No.2 is in service; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; surface repair; testing, and all appurtenances; complete and in 237 LF $1,500 $355,500 211 LF $650 $137,150
19 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 60- inch diameter 125 mil Sancon 100 lined Sewer Manhole #1D over the existing 8-inch VCP sewer in Orange Grove Avenue with 8-inch drop connection on its west side; and construct new 18-inch VCP sewer from the Manhole #1D to the new 96-inch diameter Manhole #1A (DWG P-3, P-5, and C-1). The work includes, but is not limited to: excavation; disposal of excess material; one sack slurry backfill; surface repair; shoring; VCP removal through manhole; channel modification and all other required appurtenances; complete and in 20 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 96- inch diameter T-Lock lined Sewer Manhole #1A, including 18-inch diameter extra strength VCP sewer from Manhole #1A to the wet well (DWG P-3, P-5, and C-1). The work includes, but is not limited to: excavation; disposal of excess material; one sack slurry backfill; surface repair; shoring; VCP removal through manhole; channel modification and all other required appurtenances; complete and in 21 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 12- inch diameter DR-14 AWWA C900 PVC sewer forcemain in Orange Grove Avenue and Hellman Avenue to Meridian Avenue (Option A); including two phase connection at Hellman Avenue and Meridian Avenue intersection; reroute the existing 12- inch CIP sewer forcemain to the new drop Manhole #1C at the intersection of Ross Avenue and Freemont Avenue (DWGS P-7 to P-10; P-14, P-18, P-19). The work includes, but is not limited to: bypass pumping; connections; valves; encasements; air vac assemblies; clean out assembly; remodeling of sewer house connections; removal of interfering pipe; pipe wrap; fittings; thrust blocks; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; surface repair; temporary blow-offs; testing; shoring; and all appurtenances; complete and in 1 LS $70,000 $70,000 1 LS $130,000 $130,000 1485 LF $450 $668,250
22 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and construct new 21- inch diameter extra strength VCP sewer pipe in Ross Avenue between Fremont Avenue to approximately 55-feet, east of Edgewood Drive; including, (4) four new 60-inch diameter 125 mil Sancon 100 lined Manholes, (MH #1C through #4C) and sewer service reconnections (DWGS P-15 to P-18). The work includes, but is not limited to removal of existing 18-inch pipe and brick manholes; reconnection of existing house laterals to the new sewer, excavation; disposal of excess material; surface repair; one sack slurry pipe and trench zone backfill; testing; temporary rerouting of the existing 12-inch sewer forcemain; and appurtenances; complete and in 23 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and fill with a controlled low strength material and abandon in place existing 12-inch sewer Lift Station No. 2 PVC forcemain in Meridian Avenue, and Ross Avenue in phases to match the construction phasing and maintain sewer service, including all appurtenant work; complete and in 24 Per plans and specifications, furnish all labor, material, equipment and tools necessary and fill with controlled low strength material and abandon in place existing 8 VCP gravity sewer and existing 8 sewer forcemain in Ramona Road (north) and Orange Grove Avenue (DWGS P3, P4, P6), including manhole removals and abandonment; and all appurtenant work; complete and in NEW LIFT STATION CONSTRUCTION 25 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct 10 ft diameter precast concrete (12-inch thick), T-Lock lined wet well with cast-in-place reinforced concrete base. The work includes, but is not limited to: 316 stainless steel access hatch; concrete fillet with 125 mil Sancon 100 lining system; waterproofing system; sleeves; geotextile fabric; subgrade preparation; 1 crushed rock; one sack slurry backfill; disposal of excess material; and all appurtenances; complete and in 960 LF $450 $432,000 1970 LF $20 $39,400 585 LF $30 $17,550 1 LS $300,000 $300,000
26 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct a 5 ft long, 7.5 ft wide, precast reinforced concrete valve vault. The work includes, but is not limited to: excavation; waterproofing system; sleeves; geotextile fabric; subgrade preparation; 1 crushed rock; grated sump; aluminum access hatch; one sack slurry backfill; disposal of excess material; sacking of interior concrete surfaces; 316 stainless steel ladder; and all appurtenances; complete and in 27 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct a 5 ft long, 5 ft wide, precast reinforced concrete meter vault. The work includes, but is not limited to: excavation; waterproofing system; sleeves; geotextile fabric; subgrade preparation; 1 crushed rock; grated sump; aluminum access hatch; one sack slurry backfill; disposal of excess material; sacking of interior concrete surfaces; 316 stainless steel ladder; and all appurtenances; complete and in 28 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct wet well mechanical equipment. The work includes, but is not limited to: submersible non-clog sewage pumps and removal hardware; 316L stainless steel piping, pipe supports and couplings within the wet well and from the wet well to the valve vault; cable racks; testing; and all appurtenances required; complete and in 29 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and deliver to the City yard one (1) 52 HP, 1500 gpm submersible non-clog sewage pump, motor and cable of sufficient length for any installation location, crated for long term storage; three (3) spare impellers, and two (2) seal fail relays compatible with the moisture probes installed; complete as required by the Contract Documents. 30 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct valve vault mechanical equipment. The work includes, but is not limited to: sump pump and its piping to the wet well; piping, fittings, couplings and thrust blocks within the valve vault and between the valve vault and meter vault; valves; pipe supports; testing; and all other required appurtenant items of work; complete and in 1 LS $40,000 $40,000 1 LS $35,000 $35,000 1 LS $300,000 $300,000 1 LS $45,000 $45,000 1 LS $90,000 $90,000
31 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct meter vault mechanical equipment. The work includes, but is not limited to: sump pump and its discharge piping to the discharge pipe of the valve vault sump pump; piping; fittings, couplings, flowmeter; pressure sensor; pipe supports; thrust blocks; and all required appurtenances, including the 10-inch gate valve outside the meter vault; and testing; and all other required appurtenant items of work; complete and in 1 LS $30,000 $30,000 32 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct 8-inch bypass pumping connection between the 10-inch gate valve outside the meter vault and the 12-inch PVC forcemain (DWGS M-1; M-2; P-18). The work includes, but is not limited to: piping; valves, fittings; couplings; thrust blocks; camlock fitting; polymer concrete box; testing; and all other required appurtenant items of work; complete and in 1 LS $25,000 $25,000 33 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct electrical improvements; including grounding system; conduits; wires; cables; pads; instruments; float switches; ultrasonic level transducers; pull boxes; splice boxes; radio antenna and pole; concrete encasement; one sack slurry backfill of excavations; disposal of excess material; disconnect switches; lights and receptacles; intrusion switches; enclosures; and all other required appurtenant items of work; complete and in 34 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct a 60-inch high, NEMA 3R, 316 stainless steel main switchboard and motor control center, and PLC/RTU cabinet, complete with all required equipment identified in the contract documents, including 18-inch reinforced concrete base; coordination study; ARC flash study, and short circuit analysis. 35 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and construct 200 kw diesel powered emergency generator set, with 24-hour sub-base fuel tank and level 2 sound attenuated outdoor enclosure; including testing; 30-inch reinforced concrete base; and all appurtenances, complete and in 1 LS $150,000 $150,000 1 LS $400,000 $400,000 1 LS $160,000 $160,000
36 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and perform third party testing of installed electrical systems. 37 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and conduct lift station start up and testing as required by the Contract Documents; including preparation and obtaining favorable review of the testing protocol. 38 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and provide PLC programming and SCADA integration; including preparation of a radio study, furnishing all required software and licenses, development of screens at the local RTU and base station computer, and providing start up services to demonstrate all programming and communications are functioning correctly, complete and in DEMOLITION OF EXISTING LIFT STATION 39 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and remove existing control panel, pumps, and valves; deliver to City Yard; complete and in 40 Per Plans and Specifications, furnish all labor, material, equipment and tools necessary and remove and legally dispose of all other equipment and materials within the existing wet well, dry well, and access tunnel, and outside the access tunnel; complete and in 41 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and remove all hatches, access covers, reinforced concrete wet well, dry well, and access tunnel above elevation 403.0; remove all residual sewage and debris from the wet well; fill the existing lift station structure, tunnel, and the void created above with 1-sack slurry; and dispose of any excess material; complete and in 1 LS $15,000 $15,000 1 LS $20,000 $20,000 1 LS $70,000 $70,000 1 LS $5,000 $5,000 1 LS $20,000 $20,000 1 LS $160,000 $160,000
ADDITIONAL BID ITEMS 42 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and remove existing AC pavement and concrete base and construct 4 AC/6 AB paving in Ramona Road (north) at Meridian Avenue, and in Meridian Avenue north of Ramona Road to the limits shown on the Drawings; complete and in 43 Per Plans and Specifications furnish all labor, material, equipment and tools necessary to remove existing AC pavement and concrete base and construct 4 AC/6 AB paving in Ramona Road (north) at Orange Grove Avenue, and in Orange Grove Avenue north of Ramona Road to the limits shown on the Contract Drawings; complete and in 44 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and remove and replace curbs, gutters, cross gutters, and sidewalks damaged by construction, as well as those shown on the Contract Drawings, complete and in 45 Allowance No.1 Materials Testing per Spec. Section 01020. 46 Allowance No.2 Permit and Electrical Service Fees: SCAQMD generator permit; LACFCD storm drain crossing permit; Caltrans encroachment permit; Metrolink encroachment permit; SCE electrical service charges. 1 LS $50,000 $50,000 1 LS $70,000 $70,000 1 LS $90,000 $90,000 1 T&M $30,000.00 1 LS $ 50,000.00 TOTAL BID ITEMS 1 THROUGH 46 (WITHOUT OPTIONAL BID ITEMS) FOR SEWER LIFT STATION NO. 2 REPLACEMENT PROJECT $ 5,844,750 Total Amount of Base Bid in Writing:
OPTIONAL BID ITEMS 47 Per Plans and Specifications furnish all labor, 2753 LF $480 $1,321,440 material, equipment and tools necessary and construct new 12-inch diameter AWWA C900 DR14 PVC sewer forcemain in Orange Grove Avenue, Hellman Avenue, Meridian Avenue and Ross Avenue to the new drop Manhole #1C at the intersection of Ross Avenue and Freemont Avenue; including phased connections (DWGS P- 7 through P-9; P-11 trough P13; P-18 and P19). The work includes, but is not limited to: bypass pumping; connections; valves; encasements; removal of interfering pipe; pipe wrap; fittings; thrust blocks; excavation; disposal of excess material; one sack slurry pipe and trench zone backfill; surface repair; temporary blow-offs; testing; shoring; and appurtenances; complete and in 48 Per Plans and Specifications furnish all labor, material, equipment and tools necessary and fill with controlled low strength material and abandon in place existing 12-inch Sewer Lift Station No. 2 CIP and PVC forcemain in Meridian Avenue and Ross Avenue, including all appurtenant work; complete and in 3250 LF $20 $65,000 TOTAL BID ITEMS 1 THROUGH 20; 22; 24 THROUGH 46; PLUS OPTIONAL BID ITEMS 47 AND 48 FOR SEWER LIFT STATION NO. 2 REPLACEMENT PROJECT $ 6,523,540 Total Amount of Optional Bid in Writing: