Attachment C Bid.Pricing.Form.xlsx
XLSX spreadsheet 25 KB Posted
- Solicitation number
- S-73000-00013286
- Issued by
- Baker County, Oregon
About this file
The document is a Bid Pricing Form (Attachment C) for Invitation to Bid (ITB) #S-73000-00013286, which appears to be a comprehensive infrastructure and transportation project involving temporary traffic management, bridge repair, and pavement rehabilitation. The bid includes 40 line items covering a wide range of construction and maintenance activities, such as mobilization, temporary traffic protection, signage, erosion control, bridge removal, concrete sealing, pavement removal, and repair work. The estimated quantities vary by item, with some measured in lump sum, while others are quantified in square yards, feet, tons, or individual units.
The pricing form provides a detailed breakdown of unit prices for each item, though in this document the actual pricing is not filled in, leaving the total bid amount at $0. The project seems to involve significant infrastructure work, including temporary traffic management (arrow signs, barricades, striping), bridge-related repairs (rail sealing, expansion joint repair), and pavement restoration (cold plane removal, concrete pavement repair). The comprehensive nature of the bid suggests a substantial transportation or infrastructure improvement project, with a focus on safety, preservation, and rehabilitation of existing infrastructure.
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Other files
| File | Type | Posted |
|---|---|---|
| Required Supplemental Request Form - Public Improvement.dat | — | |
| Invitation.To.Bid~20.docx | DOCX document | |
| Cheese Blended.docx | DOCX document | |
| Attachment A Plans~10.pdf | ||
| Addendum.3~1.docx | DOCX document | |
| 00013826 Preliminary Results.xlsx | XLSX spreadsheet | |
| 00013286 Intent To Award~1.xlsx | XLSX spreadsheet | |
| Addendum.1~4.docx | DOCX document | |
| Addendum.2~2.docx | DOCX document | |
| Attachment B Special Provisions.pdf |
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Text version
Sheet1 Attachment C Bid Pricing Form ITB #: S-73000-00013286 Name of Firm:_______________________
Bid pricing must be based on meeting the Delivery Requirements stated in ITB section 2.4.
Bidder offers to furnish all materials, equipment and labor in strict accordance with the ITB and its attached Specifications on the basis of the total bid amount and/or unit prices as follows:
tc={9F4C870F-FA70-4B6C-9916-BD0B7B7C2570}: [Threaded comment]
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Comment:
Dave-I recommend deleting the sentence that reads “Bid pricing must be based on meeting the Delivery Requirements stated in ITB section 2.4” I do not see an ITB section 2.4 or any Delivery Requirements in other sections. Therefore, recommend this sentence be removed. Or, if it needs to be revised, let’s do that and I will re-review.
| Bid Item # | Description | Est | |
| QTY | UNIT | UNIT | |
| PRICE | TOTAL |
PRICE
| 1 | MOBILIZATION | 1 | LUMP SUM | $ - 0 | |
| 2 | TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC | 1 | LUMP SUM | $ - 0 | |
| 3 | TEMPORARY SIGNS | 700 | SQFT | $ - 0 | |
| 4 | SEQUENTIAL ARROW SIGNS | 2 | EA | $ - 0 | |
| 5 | PORTABLE CHANGEABLE MESSAGE SIGNS | 2 | EA | $ - 0 | |
| 6 | RADAR SPEED TRAILER | 2 | EA | $ - 0 | |
| 7 | TEMPORARY BARRICADES, TYPE III | 6 | EA | $ - 0 | |
| 8 | TEMPORARY PLASTIC DRUMS | 272 | EA | $ - 0 | |
| 9 | TEMPORARY STRIPING | 20800 | FOOT/FEET | $ - 0 | |
| 10 | STRIPE REMOVAL | 41205 | FOOT/FEET | $ - 0 | |
| 11 | TEMPORARY IMPACT ATTENUATOR, NARROW SITE SYSTEM | 3 | EA | $ - 0 | |
| 12 | MOVING TEMPORARY IMPACT ATTENUATORS, NARROW SITE SYSTEM | 3 | EA | $ - 0 | |
| 13 | TEMPORARY IMPACT ATTENUATOR, TRUCK MOUNTED | 1 | EA | $ - 0 | |
| 14 | REPAIR TEMPORARY IMPACT ATTENUATOR, NARROW SITE SYSTEM | 1 | EA | $ - 0 | |
| 15 | REPAIR TEMPORARY IMPACT ATTENUATOR, TRUCK MOUNTED | 1 | EA | $ - 0 | |
| 16 | TEMPORARY BARRIER | 2425 | FOOT/FEET | $ - 0 | |
| 17 | SURFACE MOUNTED TUBULAR MARKERS | 80 | EA | $ - 0 | |
| 18 | REPLACE SURFACE MOUNTED TUBULAR MARKERS | 10 | EA | $ - 0 | |
| 19 | EROSION CONTROL | 1 | LUMP SUM | $ - 0 | |
| 20 | POLLUTION CONTROL PLAN | 1 | LUMP SUM | $ - 0 | |
| 21 | 18 INCH SUBGRADE STABILIZATION | 130 | SQUARE YAR | $ - 0 | |
| 22 | TEMPORARY WORK ACCESS AND CONTAINMENT | 1 | LUMP SUM | $ - 0 | |
| 23 | BRIDGE REMOVAL WORK | 1 | LUMP SUM | $ - 0 | |
| 24 | CLASS 2 PREPARATION | 6 | SQUARE YAR | $ - 0 | |
| 25 | PENETRATING CONCRETE SEALING | 16560 | SQFT | $ - 0 | |
| 26 | CONCRETE AND CRACK SEALER | 16560 | SQFT | $ - 0 | |
| 27 | CONSTRUCTING ELASTOMERIC CONCRETE NOSING | 90 | SQFT | $ - 0 | |
| 28 | ELASTOMERIC CONCRETE NOSING MATERIAL | 0.6 | CUYD | $ - 0 | |
| 29 | PRECOMPRESSED FOAM SILICONE JOINT SEAL | 1 | LUMP SUM | $ - 0 | |
| 30 | HOT APPLIED JOINT SEALANT | 1 | LUMP SUM | $ - 0 | |
| 31 | BRIDGE RAIL SILANE SEALING | 1170 | SQFT | $ - 0 | |
| 32 | BRIDGE IDENTIFICATION MARKERS | 4 | EA | $ - 0 | |
| 33 | COLD PLANE PAVEMENT REMOVAL, 2 INCHES DEEP | 18 | SQUARE YAR | $ - 0 | |
| 34 | COLD PLANE PAVEMENT REMOVAL, 3 INCHES DEEP | 5900 | SQUARE YAR | $ - 0 | |
| 35 | LEVEL 3, 1/2 INCH ACP MIXTURE | 990 | TON | $ - 0 | |
| 36 | CONTINUOUSLY REINFORCED CONCRETE PAVEMENT REPAIR | 203 | SQUARE YAR | $ - 0 | |
| 37 | SPALL REPAIR | 22 | SQUARE YAR | $ - 0 | |
| 38 | TERMINAL EXPANSION JOINT REPAIR | 72 | FOOT/FEET | $ - 0 | |
| 39 | REMOVE AND REINSTALL EXISTING CONCRETE BARRIER, TALL | 1800 | FOOT/FEET | $ - 0 | |
| 40 | PLURAL COMPONENT, SPRAYED, GROOVED | 21500 | FOOT/FEET | $ - 0 | |
| TOTAL Bid Amount | $ - 0 |
Dave-I recommend deleting the sentence that reads “Bid pricing must be based on meeting the Delivery Requirements stated in ITB section 2.4” I do not see an ITB section 2.4 or any Delivery Requirements in other sections. Therefore, recommend this sentence be removed. Or, if it needs to be revised, let’s do that and I will re-review.
File details come from the government source that posted it. Updated .