4-RFB 2025-068 Bid Sheet - Excel.xls
XLS spreadsheet 44 KB Posted
- Attached to
- Pavement Rehabilitation Districts 1 & 4
- Solicitation number
- RFB 2025-068
- Issued by
- Loving County, Texas
About this file
The document is a Bid Proposal Sheet (RFB 2025-068) for the City of Waco, Texas, specifically for Pavement Rehabilitation in Districts 1 & 4. The project encompasses 7.39 lane miles of mill and overlay work across various streets, with a sealed bid submission deadline of 2:00 P.M. on Wednesday, September 24, 2025. A non-mandatory pre-bid meeting is scheduled for Tuesday, September 9, 2025, at 10:00 A.M. via Zoom. The bid sheet details 34 line items including mobilization, traffic control, erosion control, milling, hot mix asphalt overlay, base failure repairs, concrete work, pavement markings, signage, and miscellaneous infrastructure improvements.
The bid proposal requires contractors to perform at least 30% of the total original contract cost using their own organization, excluding specialty items. The document includes unit pricing for each line item, with estimated quantities for materials and services such as surface milling (60,109 square yards), asphalt overlay, bonding courses, concrete repairs, and various pavement markings. Contractors are required to list subcontractor MWBE (Minority/Women-owned Business Enterprise) status and provide detailed pricing. The project will be procured through the City of Waco's purchasing process, with interested parties directed to access additional information through the Bonfire hub portal and contact purchasing agent Paul Campos for questions.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-RFB 2025-068 Zoom Information.pdf | ||
| 3-RFB 2025-068 Plans.pdf | ||
| 1-RFB 2025-068 Bid Package Release.pdf |
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Text version
RFB 2025-068 Bid Sheet
| RFB 2025-068 | ||||||
| BID PROPOSAL SHEET FOR | ||||||
| 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) | Pavement Rehabilitation (Districts 1 & 4) (18ST2302A) |
| ITEM NO | DESCRIPTION | EST QTY | UNIT | UNIT PRICE | ITEM AMOUNT | |
| BASE BID | ||||||
| 1 | MOBILIZATION | 1 | LS | |||
| 2 | TRAFFIC CONTROL PLAN AND IMPLEMENTATION | 1 | LS | |||
| 3 | EROSION CONTROL PLAN AND IMPLEMENTATION | 1 | LS | |||
| 4 | MILLING AND EDGE MILLING (0" TO 3") | 60,109 | SY | |||
| 5 | 2" D-GR HMAC TY-D SAC-B PG 64-22 (OVERLAY) | 60,109 | SY | |||
| 6 | PRIME COAT (AE-P)(0.15 GAL/SY RESIDUAL MIN.)(EST. FOR EX. HMAC 2.25" THICK OR LESS) | 900 | GAL | |||
| 7 | BONDING COURSE (TRAIL HOT ASPHALT)(0.19 GAL/SY) | 11,421 | GAL | |||
| 8 | BONDING COURSE (TRAIL EMULISIFIED ASPHALT)(WAND APPLIED)(0.10 GAL/SY) | 100 | GAL | |||
| 9 | BASE FAILURE REPAIR WITH 2,000 PSI CONCRETE | 1,493 | SY | |||
| 10 | BASE FAILURE REPAIR WITH TYPE B HMAC | 1,248 | SY | |||
| 11 | REMOVE AND REPLACE CONCRETE CURB AND GUTTER* | 200 | LF | |||
| 12 | MANHOLE LID HEIGHT ADJUSTMENT A/B AND INSTALL CONCRETE DIAMOND | 33 | EA | |||
| 13 | VALVE BOX HEIGHT ADJUSTMENT A/B AND INSTALL CONCRETE DIAMOND | 37 | EA | |||
| 14 | REPLACE MANHOLE RING AND COVER AND INSTALL CONCRETE DIAMOND | 5 | EA | |||
| 15 | REPLACE OLD STYLE VALVE BOX COVER AND CAN AND INSTALL CONCRETE DIAMOND | 7 | EA | |||
| 16 | PLACEMENT OF TEMPORARY MARKINGS (ALL STREETS) | 1 | LS | |||
| 17 | REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) | 6,565 | LF | |||
| 18 | REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) | 960 | LF | |||
| 19 | REFL PAV MRK TY I (W) 4" (DOT)(100MIL) | 62 | LF | |||
| 20 | REFL PAV MRK TY I (W) 4" (SLD)(100MIL) | 10,732 | LF | |||
| 21 | REFL PAV MRK TY I (W) 8" (SLD)(100MIL) | 334 | LF | |||
| 22 | REFL PAV MRK TY I (W) 12" (SLD)(100MIL) | 120 | LF | |||
| 23 | REFL PAV MRK TY I (W) 24" (SLD)(100MIL) | 107 | LF | |||
| 24 | REFL PAV MRK TY I (W) 24" (SLD)(100MIL)(XWALKS) | 1,140 | LF | |||
| 25 | REFL PAV MRK TY I (ARROW)(100MIL) | 6 | EA | |||
| 26 | REFL PAV MRK TY I (DBL)(ARROW)(100MIL) | 1 | EA | |||
| 27 | REFL PAV MRK TY I (WORD)(100MIL) | 2 | EA | |||
| 28 | REFL PAV MRK TY I (BIKE LANE SYMBOL AND ARROW)(100MIL) | 9 | EA | |||
| 29 | REFL PAV MRK TY I (W)(SHARROW)(100MIL) | 6 | EA | |||
| 30 | INSTALL SIGN POST ASSEMBLY | 14 | EA | |||
| 31 | INSTALL SMALL SIGN | 57 | SF | |||
| 32 | REFL PAV MRKR TY II-A-A | 142 | EA | |||
| 33 | REFL PAV MRKR TY II-B-B | 14 | EA | |||
| 34 | REFL PAV MRKR TY II-C-R | 20 | EA | |||
| BASE BID SUBTOTAL AMOUNT BID: | ||||||
| NOTE: PLEASE LIST SUB-CONTRATOR MWBE STATUS, USING FORM ON PAGE 75 | ||||||
| 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. |
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