4-RFB 2026-008 Bid Sheet - Excel.xls
XLS spreadsheet 51 KB Posted
- Attached to
- Street Preservation - Thin Overlay Mix
- Solicitation number
- RFB 2026-008
- Issued by
- Mclennan County, Texas
About this file
This is a Bid Sheet (Excel format) for Request for Bids 2026-008 issued by the City of Waco, Texas, for a Street Preservation - Thin Overlay Mix project. The project encompasses 2.99 lane miles of thin overlay mix application and pavement markings across various streets within the city. Sealed bids will be accepted at the City of Waco's Operations Center, 1415 N. 4th Street, Waco, Texas, with a deadline of 2:00 P.M. on Thursday, February 26, 2026. A non-mandatory pre-bid meeting is scheduled for Tuesday, February 10, 2026, at 10:00 A.M. via Zoom video conference and dial-in options. Interested bidders should contact Purchasing Agent Paul Campos at pcampos@wacotx.gov or 254-750-8062 for additional project details and inquiries.
The bid sheet serves as the formal pricing document for submission by prospective contractors. Additional project specifications and requirements are available through the City of Waco's procurement portal at https://waco-texas.bonfirehub.com/portal. No information regarding pricing structure, set-asides, incumbent contractors, funding sources, or contract term and renewal options is specified within the bid sheet itself.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-RFB 2026-008 Zoom Information.pdf | ||
| 3-RFB 2026-008 Plans.pdf | ||
| 2-RFB 2026-008 Bid Package.pdf |
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Text version
BID_PROPOSAL
| RFB 2026-008 | |||||||
| BID PROPOSAL FOR | |||||||
| Street Preservation - Thin Overlay Mix (18ST2501G) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) | |
| ITEM NO | DESCRIPTION | EST QTY | UNIT | UNIT PRICE | ITEM AMOUNT | ||
| BASE BID | |||||||
| 1 | MOBILIZATION | 1 | LS | ||||
| 2 | BONDING AND INSURANCE | 1 | LS | ||||
| 3 | TRAFFIC CONTROL PLAN AND IMPLEMENTATION | 1 | LS | ||||
| 4 | STORMWATER POLLUTION PREVENTION PLAN AND IMPLEMENTATION (1 ACRE OR LESS) | 1 | LS | ||||
| 5 | BASE FAILURE REPAIR (CONCRETE) | 59 | SY | ||||
| 6 | BASE FAILURE REPAIR (HMAC TY B) | 46 | SY | ||||
| 7 | 1" THIN OVERLAY MIX (TY C) | 33,180 | SY | ||||
| 8 | EDGE MILL (7' WIDE, 1" DEEP, EACH SIDE OF STREET) | 11,010 | SY | ||||
| 9 | MILLING 0"-1" | 4,040 | SY | ||||
| 10 | ASPHALT FATIGUE REPAIR USING TY D HMAC PG 64-22 | 114 | SY | ||||
| 11 | MANHOLE LID HEIGHT ADJUSTMENT A/B | 30 | EA | ||||
| 12 | VALVE BOX HEIGHT ADJUSTMENT A/B | 25 | EA | ||||
| 13 | REPLACE MANHOLE RING AND COVER AND INSTALL CONCRETE DIAMOND | 4 | EA | ||||
| 14 | REPLACE OLD STYLE VALVE BOX COVER AND INSTALL CONCRETE DIAMOND | 4 | EA | ||||
| 15 | REMOVAL OF ALL PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS AND PLACEMENT OF TEMPORARY MARKINGS | 1 | LS | ||||
| 16 | REMOVE AND REPLACE STANDARD CURB AND GUTTER (TO INCLUDE ALL ITEMS IN | ||||||
| DETAIL ST-20) | 90 | LF | |||||
| 17 | RIBBON CURB (TO INCLUDE ALL ITEMS IN DETAIL ST-20) | 70 | LF | ||||
| 18 | REFL PAV MRK TY I (W) 6" (SLD)(100MIL) | 4,854 | LF | ||||
| 19 | REFL PAV MRK TY I (Y) 6" (SLD)(100MIL) | 7,267 | LF | ||||
| 20 | REFL PAV MRK TY I (Y) 6" (BRK)(100MIL) | 360 | LF | ||||
| 21 | REFL PAV MRK TY I (W) 6" (DOT)(100MIL) | 56 | LF | ||||
| 22 | REFL PAV MRK TY I (W) 8" (SLD)(100MIL) | 250 | LF | ||||
| 23 | REFL PAV MRK TY I (W) 24" (SLD)(100MIL) | 105 | LF | ||||
| 24 | REFL PAV MRK TY I (W) 24" (SLD)(100MIL)(XWALKS) | 820 | LF | ||||
| 25 | REFL PAV MRK TY I (W) ARROW (SLD)(100MIL) | 5 | EA | ||||
| 26 | REFL PAV MRK TY I (W) WORD (SLD)(100MIL) | 3 | EA | ||||
| 27 | REFL PAV MRK TY I (W) 36" YIELD LINE (SLD)(100MIL) | 24 | EA | ||||
| 28 | REFL PAV MRKR TY II-B-B | 8 | EA | ||||
| 29 | REFL PAV MRKR TY II-A-A | 276 | EA | ||||
| BASE BID SUBTOTAL AMOUNT BID: | |||||||
| I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: | |||||||
| SUBCONTRACTOR TYPE OF WORK | |||||||
| FIRM NAME: | |||||||
| BY (SIGNED): | |||||||
| TITLE: | |||||||
| ADDRESS: | |||||||
| Contractor acknowledges and agrees that the official TOTAL AMOUNT OF BID is determined by multiplying | |||||||
| the unit bid prices by the respective estimated quantities shown in this bid proposal and then totaling all of the | |||||||
| extended amounts. Extended amounts SHOULD NOT be rounded up or down. All dollar amounts should | |||||||
| be either written legibly or typed. Any mistakes should be rewritten and initialed by the Contractor. | |||||||
| Contractor also acknowledges and agrees to perform the work utilizing its own organization on at least 30% | |||||||
| of the total original Contract cost, excluding any specialty items as determined by the Engineer. Specialty | |||||||
| items are those that require specialized knowledge, abilities, or equipment not usually available in the | |||||||
| contracting firm expected to bid on the proposed Contract as a whole. |
&C&P of &N
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