BID SHEET 5
MILLING AND RESURFACING LILLENDAHL ESTATE ROAD St. Thomas, USVI January 25, 2017 Prepared By: James J. Jones, Jr. ITEM DESCRIPTION UNIT | GRAND UNIT UNIT COST TOTAL NO. TOTAL COST IN WORDS COST 4 Excavation & Backfill | CY 1,334 2 Fill Granular GY 1,445 3-D Geomatrix mil 3 thick SY 267 4 Top Soil and Seeding Sy 267 Hydro Aggregate Base . Course Bitum Surface CY 3 6 Bituminous Sane Sy 27 Overlay 2 7 CEF Cost Estimate LS i 8 Direct Administrative LS 1 Costs 9 Hazard Mitigation LS 1 Proposal TOTAL SCOPE OF WORK During Tropical Storm Otto, the Lilliendahl Estate Road experienced landslides, undermining and asphalt road collapse. In order to bring the site to pre-disaster conditions, the following needs to be performed. L. Zs Excavate and remove the remaining loose soil affecting the damaged area nearby residence — excavation and backfill — 1334 cy. Fil the area with structural fill (95% compaction rate), placed in layers as per the submitted sketch — fill granular 1445 cy. . To stabilize the area beside the road a gabion retaining wall (40’ L x 3’ W x 6’ H) will be installed. a. …
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MILLING AND RESURFACING LILLENDAHL ESTATE ROAD St. Thomas, USVI January 25, 2017 Prepared By: James J. Jones, Jr. ITEM DESCRIPTION UNIT | GRAND UNIT UNIT COST TOTAL NO. TOTAL COST IN WORDS COST 4 Excavation & Backfill | CY 1,334 2 Fill Granular GY 1,445 3-D Geomatrix mil 3 thick SY 267 4 Top Soil and Seeding Sy 267 Hydro Aggregate Base . Course Bitum Surface CY 3 6 Bituminous Sane Sy 27 Overlay 2 7 CEF Cost Estimate LS i 8 Direct Administrative LS 1 Costs 9 Hazard Mitigation LS 1 Proposal TOTAL SCOPE OF WORK During Tropical Storm Otto, the Lilliendahl Estate Road experienced landslides, undermining and asphalt road collapse. In order to bring the site to pre-disaster conditions, the following needs to be performed. L. Zs Excavate and remove the remaining loose soil affecting the damaged area nearby residence — excavation and backfill — 1334 cy. Fil the area with structural fill (95% compaction rate), placed in layers as per the submitted sketch — fill granular 1445 cy. . To stabilize the area beside the road a gabion retaining wall (40’ L x 3’ W x 6’ H) will be installed. a. Bedding material for gabion retaining wall (40’ Lx 3’ W x 0.5’ H) — 3cy b. Gabion retaining wall (40’ Lx 3’ W x 6’ H)—27 cy Soil stabilization measures: a. 3-D geomatrix (Nylon, 18 mil thick) - (40’ L x 60’ H) — 267 sy b. Top soil & hydroseeding - (40’ L x 60’ H) — 267 sy . Road Repairs: a. Aggregate base course (6 in thick) - (40’ L x 6’ W x 0.5’ H) —5 cy b. Bituminous Concrete Overlay (2 in) - (40’ L x 6’ W)—27 sy Contractor Initials DPW Initials