AMENDMENT 6 ATTACH A - SOI.xlsx
XLSX spreadsheet 19 KB Posted
- Solicitation number
- 1243ZP20R0011
- Issued by
-
Department of Agriculture Forest Service
About this file
This document contains a schedule of items and federal contract opportunity for the renovation of the Catalina Headquarters at El Yunque National Forest in Puerto Rico. The project includes reconstruction of the two-story 11,016 square foot administrative building and site work, including parking lot, access roads, utilities, and renewable energy infrastructure. The estimated value of the firm fixed price construction contract is between $4 million and $10 million. The solicitation is expected to be issued on or around July 15, 2020. Photographs and video will be provided in lieu of an in-person site visit due to COVID-19 precautions. Interested vendors must be registered in SAM.gov to be considered for award. The work is to be performed according to the construction documents dated June 22, 2020.
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Text version
Contractor's Proposal
| 12467020R0065 |
| ATTACHMENT 1 - SCHEDULE OF ITEMS |
| NFSR 74 MP 4.6 ROAD REHABILITATION CONSTRUCTION PROJECT (PER ATTACHMENT 3) |
| NFSR 74 M.P. 5.7 BOX CULVERT CONSTRUCTION PROJECT (PER ATTACHMENT 4) |
ALL CONTRACT LINE ITEMS (CLIN) FOR THE CULVERT PROJECT ARE IN GRAY
| CLIN | DESCRIPTION | METHOD OF MEASURE | PAY UNIT | QUANTITY | UNIT PRICE | TOTAL PRICE | |
| 0001 | Mobilization | ||||||
| (Item 15101) per Attachments 3 and 4 | AQ | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 0002 | Construction survey and staking, method I, tolerance Construction survey and staking, method I, tolerance Construction survey and staking, method I, tolerance B (Item 15201) per Attachment 4 | AQ | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 0003 | Soil Erosion & Pollution Control | ||||||
| (Item 15713) per Attachment 3 | AQ | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 0004 | Dewatering structure | ||||||
| (Item 15755) per Attachment 4 | AQ | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 0005 | Clearing and grubbing, disposal method, (f) Scattering (Item 20102) per Attachment 3 | *CQ | Acre | 6.2 | $ - 0 | $ - 0 | |
| 0006 | Clearing and grubbing, disposal method, (f) Scattering (Item 20102) per Attachment 4 | CQ | Acre | 0.16 | $ - 0 | $ - 0 | |
| 0007 | Removal of one 29'L X 36"Ø concrete culvert and existing wingwalls at inlet and outlet, disposal method, off government land | ||||||
| (Item 20301) per Attachment 4 | AQ | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 0008 | Drainage Excavation, type Lead Off Ditch | ||||||
| (Item 20423) per Attachment 3 | *CQ | *Cubic Yard | 144 | $ - 0 | $ - 0 | ||
| 0009 | Excavation, type Ditch With 1V:2H Cut Slope until Daylight | ||||||
| (Item 20427) per Attachment 3 | *CQ | Foot | 16801 | $ - 0 | $ - 0 | ||
| 0010 | Drainage, type Construct Rolling Dip | ||||||
| (Item 20428) per Attachment 3 | *CQ | Each | 1 | $ - 0 | $ - 0 | ||
| 0011 | Earthwork geosynthetics, type Woven Geotextile (Mirafi HP370 or equivalent) | ||||||
| (Item 20701) per Attachment 3 | *CQ | Square Yard | 8510 | $ - 0 | $ - 0 | ||
| 0012 | Structure excavation, type reinforced single cell concrete box culvert, foundation, and reinforced headwall and reinforced wingwall system | ||||||
| (Item 20801) per Attachment 4 | CQ | *Cubic Yard | 293 | $ - 0 | $ - 0 | ||
| 0013 | Structural backfill, type reinforced single cell concrete box culvert and reinforced headwall and reinforced wingwall system | ||||||
| (Item 20803) per Attachment 4 | CQ | *Cubic Yard | 91 | $ - 0 | $ - 0 | ||
| 0014 | Pipe bedding (Item 20950) | ||||||
| per Attachment 4 | CQ | *Cubic Yard | 11 | $ - 0 | $ - 0 | ||
| 0015 | Machine placed riprap, class 3 (Item 25102) | ||||||
| per Attachment 4 | CQ | *Ton | 35.6 | $ - 0 | $ - 0 | ||
| 0016 | Aggregate base, grading C, compaction method B | ||||||
| (Item 30103) per Attachment 4 | CQ | *Cubic Yard | 220 | $ - 0 | $ - 0 | ||
| 0017 | Aggregate base, grading C (Base), compaction method C (Compacted In-Place) (Item 30103(A)) | ||||||
| per Attachment 3 | *CQ | Cubic Yard | 10360 | $ - 0 | $ - 0 | ||
| 0018 | Roadbed reconditioning, compaction method C | ||||||
| (Item 30307) per Attachment 3 | AQ | Mile | 7.058 | $ - 0 | $ - 0 | ||
| 0019 | 24, inch diameter pipe culvert, Metallic-Coated Corrugated Steel, 16 Gauge | ||||||
| (Item 60201) per Attachment 3 | AQ | Foot | 213 | $ - 0 | $ - 0 | ||
| 0020 | 9'-0" span, 7'-0" rise precast reinforced single cell monolithic concrete box culvert | ||||||
| (Item 60205) per Attachment 4 | AQ | Foot | 31 | $ - 0 | $ - 0 | ||
| 0021 | Reinforced headwall and reinforced wingwall system, with 1V:3H beveled with reinforced foundation in its entirety | ||||||
| (Item 60306) per Attachment 4 | AQ | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 0022 | Seeding, Dry method | ||||||
| (Item 62504) per Attachment 3 | *CQ | Acre | 6.2 | $ - 0 | $ - 0 | ||
| 0023 | Seeding, Dry method | ||||||
| (Item 62504) per Attachment 4 | *CQ | Acre | 0.16 | $ - 0 | $ - 0 | ||
| 0024 | Mulching, Dry method | ||||||
| (Item 62505) per Attachment 4 | *CQ | Acre | 0.16 | $ - 0 | $ - 0 | ||
| 0025 | Mulching, Dry method | ||||||
| (Item 62507) per Attachment 3 | *CQ | Acre | 6.2 | $ - 0 | $ - 0 | ||
| SUBTOTAL | $ - 0 |
| OPTIONAL PAY ITEM(S) | ||||||
| 0026 | Aggregate base, grading AASHTO #67 Aggregate, compaction method C (Compacted In-Place) | |||||
| (Item 30103(B)) per Attachment 3 | *CQ | Cubic Yard | 2795 | $ - 0 | $ - 0 | |
| 0027 | Aggregate base, grading AASHTO #67 Aggregate, compaction method C (Compacted In-Place) | |||||
| (Item 30103(C)) per Attachment 3 | *CQ | Cubic Yard | 2237 | $ - 0 | $ - 0 | |
| 0028 | 8-inch Depth, Geocell Confinement System (Geoweb Confinement System or equivalent) | |||||
| (Item 62902(A)) per Attachment 3 | *CQ | Square Foot | 76666 | $ - 0 | $ - 0 | |
| 0029 | 6-inch Depth, Geocell Confinement System (Geoweb Confinement System or equivalent) | |||||
| (Item 62902(B)) per Attachment 3 | *CQ | Square Foot | 76666 | $ - 0 | $ - 0 | |
| 0030 | Separation and stabilization geotextile type Class I Type C | |||||
| (Item 71401) per Attachment 3 | *CQ | Square Yard | 8510 | $ - 0 | $ - 0 | |
| SUBTOTAL | $ - 0 | |||||
| (GRAND TOTAL) | $ - 0 | |||||
| Notes: | ||||||
| **AQ - DENOTES ACTUAL QUANTITIES PER FSSS SECTION 109.02 (q) These quantities are determined from measurements of completed work. | ||||||
| **CQ - DENOTES CONTRACT QUANTITIES PER FSSS SECTION 109.02 (b) Contract quantities will be adjusted only when there are errors in the original design of 15% or more. | ||||||
| B-2 - NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization. |
Payment will be made on actual work performed as described in FP-14 109.02 and FSSS Section 109.02 unless otherwise noted.
Page &P of &N
Sheet1
| 1243ZP20R0011 - AMENDED 23 SEP 2020 | ||||||
| AMENDMENT 1 ATTACHMENT A - SCHEDULE OF ITEMS | ||||||
| CATALINA HEADQUARTERS BUILDING AND SITE | ||||||
| Per Section B, a Detailed Schedule of Items shall be submitted by all Offerors. Provide this Detailed Schedule of Items, per line item, utilizing the Construction Specifications Institute (CSI) MasterFormat. | ||||||
| CLIN | DESCRIPTION | METHOD OF MEASURE | PAY UNIT | QUANTITY | UNIT PRICE | TOTAL PRICE |
| 0001 | Site Work | Lump Sum | Lump Sum | 1 | $ - 0 | $ - 0 |
| 0002 | Parking Lot and Access Roads | Lump Sum | Lump Sum | 1 | $ - 0 | $ - 0 |
| 0003 | Utilities | Lump Sum | Lump Sum | 1 | $ - 0 | $ - 0 |
| 0004 | Renewable Energy Infrastructure | Lump Sum | Lump Sum | 1 | $ - 0 | $ - 0 |
| 0005 | Building Reconstruction | Lump Sum | Lump Sum | 1 | $ - 0 | $ - 0 |
| TOTAL | $ - 0 |
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