Attachment 1 - Schedule of Items.xlsx
XLSX spreadsheet 13 KB Posted
- Attached to
- Selkirk to Surf Road Maintenance
- Solicitation number
- 1240LT26Q0115
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items pricing template for a road maintenance and improvement project in the Methow Valley Ranger District of the Okanogan-Wenatchee National Forest in Washington State. Contractors must provide unit costs and total prices for all line items across the base package and optional items to be considered for task order award.
The base package encompasses 28 pay items totaling approximately $__________ and includes mobilization, selective clearing and brushing, culvert removal, roadway and drainage excavation, riprap placement, aggregate surface course work, roadway reconditioning, installation of various galvanized corrugated steel pipe culverts (ranging from 18 to 48 inches), drop inlets, outlet pipes, culvert cleaning, drainage structure reconditioning, signage, and temporary traffic control. Estimated quantities for base items range from 2 miles of brushing to 9,071 linear feet of drainage ditch excavation. Five option items are available with variable quantities up to designated limits, including additional aggregate surface course work (20 cubic yards government-furnished or commercial source), one additional drainage dip, 10 cubic yards of roadway excavation and embankment, and 10 cubic yards of placed riprap. Per the notes, all line items must be priced for consideration, payment is made on actual work performed, bond premiums should be included under mobilization, and option quantities are awarded pending necessity and funding availability as determined by the Contracting Officer. This is a small business set-aside acquisition under NAICS 237310 with a $45M size standard threshold.
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Text version
Sheet1
| Pay Item | Description | Method of Measure | Pay Unit | Est Quantity | Unit Cost | Total Price |
| Base Package | ||||||
| 15101 | MOBILIZATION | LSQ | LUMP SUM | ALL | $__________ | $__________ |
| 20209 | SELECTIVE CLEARING, ROADSIDE BRUSHING, DISPOSAL (f) | CQ | MILE | 2.45 | $__________ | $__________ |
| 20302 | REMOVAL OF CULVERT, DISPOSAL A, COMPACTION METHOD 5 | AQ | EACH | 64 | $__________ | $__________ |
| 20401A | ROADWAY EXCAVATION, COMPACTION METHOD 5, TOLERANCE CLASS I | CQ | CUBIC YARD | 85 | $__________ | $__________ |
| 20421A | DRAINAGE EXCAVATION, DRAINAGE DIP, TYPE II, TOLERANCE A, COMPACTION METHOD 2 | AQ | EACH | 4 | $__________ | $__________ |
| 20424A | DRAINAGE EXCAVATION, DITCH, COMPACTION METHOD 5 | CQ | FOOT | 9071 | $__________ | $__________ |
| 20424B | DRAINAGE EXCAVATION, LEAD IN/OUT DITCH, COMPACTION METHOD 5 | CQ | FOOT | 125 | $__________ | $__________ |
| 25101A | PLACED RIP RAP, CLASS 0 | CQ | CUBIC YARD | 40 | $__________ | $__________ |
| 25101B | PLACED RIP RAP, CLASS 2 | CQ | CUBIC YARD | 142 | $__________ | $__________ |
| 25101C | PLACED RIP RAP, CLASS 4 | CQ | CUBIC YARD | 115 | $__________ | $__________ |
| 30207A | AGGREGATE SURFACE COURSE, COMPACTION METHOD 2, GOVERNMENT FURNISHED | CQ | CUBIC YARD | 3500 | $__________ | $__________ |
| 30315 | ROADWAY RECONDITIONING, COMPACTION PLACEMENT METHOD 2 | CQ | MILE | 13.13 | $__________ | $__________ |
| 60201A | 18 INCH PIPE CULVERT, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 2 | AQ | FOOT | 744 | $__________ | $__________ |
| 60201B | 24 INCH PIPE CULVERT, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 2 | AQ | FOOT | 1156 | $__________ | $__________ |
| 60201C | 30 INCH PIPE CULVERT, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 2 | AQ | FOOT | 40 | $__________ | $__________ |
| 60201D | 36 INCH PIPE CULVERT, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 2 | AQ | FOOT | 70 | $__________ | $__________ |
| 60201E | 36 INCH PIPE CULVERT WITH BEVELED INLET, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 2 | AQ | FOOT | 284 | $__________ | $__________ |
| 60201F | 48 INCH EQUIVALENT PIPE-ARCH WITH BEVELED INLET, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 2 | AQ | FOOT | 76 | $__________ | $__________ |
| 60402 | DROP INLET, 30 INCH, GALVANIZED CSP, 16 GAGE, COMPACTION METHOD 6 | AQ | EACH | 12 | $__________ | $__________ |
| 60506 | 18" OUTLET PIPE, HALF ROUND, GALVANIZED CSP, 16 GAGE | AQ | FOOT | 34 | $__________ | $__________ |
| 60708 | CLEANING CULVERTS IN PLACE | AQ | EACH | 58 | $__________ | $__________ |
| 60710 | RECONDITION DRAINAGE STRUCTURE, JACK OUT INLET/OUTLET | AQ | EACH | 22 | $__________ | $__________ |
| 63304A | SIGN, WARNING | AQ | EACH | 2 | $__________ | $__________ |
| 63304B | SIGN, FEATURE | AQ | EACH | 1 | $__________ | $__________ |
| 63304C | SIGN, OBJECT MARKER | AQ | EACH | 4 | $__________ | $__________ |
| 63501 | TEMPORARY TRAFFIC CONTROL | LSQ | LUMP SUM | ALL | $__________ | $__________ |
| Total for Base Package Items = | $__________ |
| Pay Item | Description | Method of Measure | Pay Unit | Est Quantity | Unit Cost | Total Price |
| Option 1 | ||||||
| 30207B | AGGREGATE SURFACE COURSE, COMPACTION METHOD 2, GOVERNMENT FURNISHED | CQ | CUBIC YARD | 20 | $__________ | $__________ |
| Total for Option 1 = | $__________ | |||||
| Pay Item | Description | Method of Measure | Pay Unit | Est Quantity | Unit Cost | Total Price |
| Option 2 | ||||||
| 30207C | AGGREGATE SURFACE COURSE, GRADING WSDOT 5/8" MINUS, COMPACTION METHOD 2, COMMERCIAL SOURCE | CQ | CUBIC YARD | 20 | $__________ | $__________ |
| Total for Option 2 = | $__________ |
| Pay Item | Description | Method of Measure | Pay Unit | Est Quantity | Unit Cost | Total Price |
| Option 3 | ||||||
| 20421B | DRAINAGE EXCAVATION, DRAINAGE DIP, TYPE II, TOLERANCE A, COMPACTION METHOD 2 | AQ | EACH | 1 | $__________ | $__________ |
| Total for Option 3 = | $__________ |
| Pay Item | Description | Method of Measure | Pay Unit | Est Quantity | Unit Cost | Total Price |
| Option 4 | ||||||
| 20401B | ROADWAY EXCAVATION AND EMBANKMENT, COMPACTION METHOD 2 TOLERANCE CLASS I | CQ | CUBIC YARD | 10 | $__________ | $__________ |
| Total for Option 4 = | $__________ |
| Pay Item | Description | Method of Measure | Pay Unit | Est Quantity | Unit Cost | Total Price |
| Option 5 | ||||||
| 25101D | PLACED RIP RAP, CLASS 4 | CQ | CUBIC YARD | 10 | $__________ | $__________ |
| Total for Option 5 = | $__________ | |||||
| B.2 | SCHEDULE OF ITEMS NOTES |
Note #1: 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 15101 Mobilization.
Note #2: Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.
Note #3: To be considered for task order award your company must price all line items.
Note #4: SOI abbreviations - AQ = Actual Quantity, CQ = Contract Quantity, LSQ = Lump Sum Quantity.
Note #5: Option items 1-5 are variable quantity; the final quantities, up to a designated limit (see Summary of Quantities in plans), are to be awarded and executed pending both necessity and availability of funding, as determined and approved by the CO.
File details come from the government source that posted it. Updated .