123-20250807184637 BSWC.pdf
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- Attached to
- 123-20250807184637 BSWC
- Solicitation number
- 3170033605
- Issued by
- Wayne County, Mississippi
About this file
This document is a bid proposal from the Washington County Board of Supervisors in Mississippi for a bridge replacement project located on Avon-Darlove Road. The project involves constructing 0.079 miles of bridge replacement and approaches, designated as Project No. ERBR-76(08). Sealed bids will be received until 10:00 am on September 12, 2025, at the Washington County Courthouse in Greenville, Mississippi. The project has a contract duration of 120 working days and includes various roadway, erosion control, and bridge construction items such as mobilization, clearing and grubbing, excavation, pavement removal, hot mix asphalt, guardrails, traffic markers, seeding, and extensive bridge-specific components like prestressed concrete piling, precast concrete slab units, and riprap installation.
Bidding documents can be obtained from Hooker Engineering Services, Inc. for $125.00 or downloaded through QuestCDN.com for $42.00. Bidders are required to submit a certified check or bid bond for 5% of the total bid amount, payable to Washington County. The project will be awarded to the lowest qualified bidder based on published quantities and will be constructed according to the latest edition of the Mississippi Standard Specifications for State Aid Road and Bridge Construction. Online bidding will be available three days prior to the bid date, and the proposal includes a detailed breakdown of items with specific quantities and units of measurement across roadway, erosion control, and bridge construction categories.
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Text version
WASHINGTON COUNTY BOARD OF SUPERVISORS
SECTION 900
Sealed bids will be received by the Board of Supervisors of Washington County, Mississippi at the Washington County Courthouse, Greenville, Mississippi, until 10:00 am on the 12th day of September, 2025 and shortly thereafter publicly opened for the construction of 0.079 miles of BRIDGE REPLACEMENT AND APPROACHES on the AVON-DARLOVE ROAD being known as Project No. ERBR-76(08) in Washington County, Mississippi.
The award, if made, will be made to the lowest qualified bidder on the basis of published quantities.
PLANS AND SPECIFICATIONS are on file in the Office of the Chancery Clerk of Washington County and the Engineer's office. This project shall be constructed in accordance with the latest edition of the Mississippi Standard Specifications for State Aid Road and Bridge Construction.
PLANS AND PROPOSALS may be secured from Hooker Engineering Services, Inc., P. O. Box 368, Greenville, MS 38702. The cost is one hundred twenty-five dollars ($125.00) for plans and proposals, non-refundable.
For this project bids will also be received and accepted via the online electronic bid service through QuestCDN.com. Bidding documents can be downloaded under QuestCDN Project #9654959 at www.questcdn.com for a non-refundable charge of $42.00. Contact QuestCDN.com at 956-233-1632 or info@questcdn.com for assistance in free membership, viewing or downloading this digital project information. Online bidding will not be available until three (3) days prior to bid date.
Certified check or bid bond for five percent (5%) of the total bid, made payable to Washington County must accompany each proposal.
Bidders are hereby notified that any proposal accompanied by letters qualifying in any manner the condition under which the proposal is tendered will be considered an irregular bid and such proposal will not be considered in making the award.
Carl McGee, President Washington County Board of Supervisors
Advertise: August 13, 2025 August 20, 2025
SECTION 902 Project No. ERBR-76(08) PROPOSAL SHEET Washington County , Mississippi
120 Working Days
Unit Price Item Total
Ref. No. Pay Item No. Description Approx.
Quantitiy Unit Dollars & Cents Dollars & Cents
1 S-200-A MOBILIZATION 1 Lump Sum
2 S-201-A CLEARING AND GRUBBING 1 Lump Sum
3 S-202-B REMOVAL OF BRIDGE (15+40) (POURED IN PLACE) 1 Unit
4 S-202-D REMOVAL OF PAVEMENT 400 Sq.Yd.
5 S-203-A UNCLASSIFIED EXCAVATION (FM) 200 Cu.Yd.
6 S-203-E1 BORROW EXCAVATION (FME)(CONTRACTOR
FURNISHED)(CLASS 9) 100 Cu.Yd.
7 S-203-F CHANNEL EXCAVATION (FM) 260 Cu.Yd.
8 S-304-D CRUSHED STONE 825 B 400 Ton
9 S-403-A HOT MIX ASPHALT, ST, 12.5 MM 60 Ton
10 S-403-A HOT MIX ASPHALT, ST, 19 MM 115 Ton
11 S-606-B GUARD RAIL, "W" BEAM, COMPLETE-IN-PLACE 62.5 Lin. Ft.
12 S-606-D GUARD RAIL, BRIDGE END SECTION, TYPE "G", "W"
BEAM 4 Each
13 S-606-E GUARD RAIL, TERMINAL END SECTION 3 Each
For the construction of: 0.079 miles of Bridge Replacement and Approaches on Avon Darlove Road, Washington County, MS
I (We) agree to complete the entire project within
***SPECIAL NOTICE TO BIDDERS***
BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED
Roadway Items
SHEET 1 OF 3
14 S-606-F SPECIAL SECTIONS, ROUNDED "W" END SECTION 6.25 Lin. Ft.
15 S-617-A RIGHT OF WAY MARKERS (TYPE II)
4 Each
16 S-618-A MAINTENANCE OF TRAFFIC
1 Lump Sum
17 S-618-B ADDITIONAL CONSTRUCTION SIGNS 0 Sq.Ft.
18 S-621-C 4" WIDE THERMOPLASTIC EDGE STRIPE
(CONTINUOUS WHITE)(60 MIL) 0.157 Mi
19 S-621-E-1 4" WIDE THERMOPLASTIC TRAFFIC STRIPE
(CONTINUOUS YELLOW)(60 MIL) 830 Lin. Ft.
20 S-630-C REFLECTORIZED TRAFFIC OBJECT MARKER
(ENCAPSULATED LENS)(TYPE 3) 4 Each
21 901-S-212-A AGRICULTURAL LIMESTONE 1.6 Ton
22 S-212-B COMMERCIAL FERTILIZER (13:13:13) 0.8 Ton
23 S-214-A SEEDING 0.8 Acre
24 S-215-A VEGETATIVE MATERIALS FOR MULCH 2.4 Ton
25 S-233-A TEMPORARY SILT FENCE (TYPE II) (AOS 0.15 - 0.84) 580 Lin.Ft.
26 237-A WATTLES, 20" 240 Lin.Ft.
Bridge Items
Subtotal Roadway Items:
Erosion Control Items
Subtotal Erosion Control Items:
SHEET 2 OF 3
27 S-803-A TEST PILE 2 Each
28 S-803-B CONVENTIONAL STATIC PILE LOAD TEST 1 Each
29 S-803-C 18" PRESTRESSED CONCRETE PILING 2360 Lin.Ft.
30 S-803-F 22" PRE-FORMED PILE HOLE 600 Lin.Ft.
31 901-S-804-A BRIDGE CONCRETE, CLASS A 117 Cu.Yd.
32 S-805-A REINFORCEMENT 21420 Lbs
33 S-806-A 31' PRECAST CONCRETE SLAB UNIT, 3.5'
INTERIOR, 30° SKEW, RT. FWD. 28 Each
34 S-806-A 31' PRECAST CONCRETE SLAB UNIT, 4.5'
INTERIOR, 30° SKEW, RT. FWD. 14 Each
35 S-806-C 31' PRECAST CONCRETE SLAB UNIT, 3.5'
EXTERIOR, 30° SKEW, RT. FWD. 14 Each
36 S-806-G PRECAST CONCRETE BARRIER RAIL 434 Lin.Ft.
37 S-815-A LOOSE RIPRAP, 300 LB 196 Ton
38 S-815-E GEOTEXTILE UNDER RIPRAP, TYPE V, NON-
WOVEN, AOS<0.43 406 Sq.Yd.
Total Bid:
Subtotal Bridge Items:
SHEET 3 OF 3
| Section_902 Bid-Sheets.pdf |
| Section 902 |
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