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6395 - Landfill Cell 3 Liner Construction and Site Improvements, Addendum 4 REVISED PRICING SHEET (2)REVISED - Exhibit 1 *Addendum #4 RFP 6395 - Pricing Sheet for Landfill Cell 3 Liner Construction And Site Improvements The respondent shall complete the following sections IN YELLOW, which directly correspond to the specifications. The contractor shall not make changes to this format. Respondent's Name: Principal Place of Business (City and State) Respondent is a Corporation, Partnership, sole Proprietorship, Indvidual? Total calendar days after Notice to Proceed is issued by City for project start: Total calendar days after project start to substatial completion: Project timeframe grand total: Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ADDITIVE ALTERNATE ITEMS Item No. A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 Description Mobilization, Demobilization, Bonds, Insurance and General Conditions Development and maintenance of Stormwater Pollution Prevention Plan. Furnish and install temporary sediment and erosion control devices and all related items, complete and in place as required. Landfill Cell 3 Excavation to subgrade elevations, as shown on the Drawings Landfill Cell 3 subgrade fill Recompacted Clay Liner, prepared for geomembrane, inclusive of hauling from on-site stockpiles, complete and in place HDPE Geomembrane complete and in place Geocomposite drainage layer, complete in place Leachate collection system, inclusive of geotextile, drainage media and 12-in diameter HDPE pipe Landfill Cell 3 protective cover, in place, inclusive of hauling from on-site stockpiles Precast screening wall and mow strip, complete in place Scale pit area pavement demolition Truck Scale, complete in place Scale pit and approach pads, reinforced concrete, complete in place Install 10" reinforced concrete pavement bypass lane, complete in place. 8" modified subgrade with 27 pounds/SY of 6% by weight of hydrated lime. Commercial Gate Operator and arm, Liftmaster MATDCBB3 and CPS-UN4, complete in place Steel tube guardrail, complete in place ELR Pump and controls, complete in place ELR Tank, 250,000 gallon including appurtenances and foundation, complete in place ELR system piping connections, complete in place ELR Pump electrical service, complete in place Precast pump house structure, 10'-0" x 12'-0" x 7'-6" gabled concrete building with granular subbase, complete in place. Design basis: Easi-Set. Total pricing typed in words, below: Description Groundwater Underdrain System, in place in accordance with the Drawings. Scarify and recompact roadbase (Old Edwards Road) Excavate/de-silt south stormwater pond Install 12" flex base, complete in place (Station 14+00 to 19+25) Install curb and gutter, complete in place Install 4" HMAC Type 'A' and 2" HMAC Type 'D', complete in place Earth fill, below road bed Litter control fence Scale area hip shade structure, complete in place Precast rest area building, complete in place. Design basis: Easi-Set. Restroom water and wastewater connections to existing meter and manhole, complete in place Restroom electrical service, complete in place Restroom area shade structure, complete in place Rest area bypass paving, 8" reinforced concrete pavement, complete in place 8" modified subgrade with 27 pounds/SY of 6% by weight of hydrated lime. Rest area site work and sidewalk Total pricing including additive alternate items typed in words, below: Estimated Quantity 1 1 1 605000 5000 65500 840000 840000 1 65500 1600 1 1 1 375 375 1 400 1 1 1 1 1 Estimated Quantity 1 3900 500 1635 3000 5200 1200 15000 2 1 1 1 1 650 650 1 Unit LS LS LS CY CY CY SF SF LS CY LF LS LS LS SY SY EA LF LS LS LS LS LS Unit LS SY CY SY LF SY CY SF EA LS LS LS EA SY SY LS 0 Unit Cost Grand Total: Unit Cost Grand Total: Amount 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Amount 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0