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Last Updated | 02/23/2023 05:12 PM |
Project Title | Construction of Bridge and Approaches on the Harris Road |
Physical Address | View project details and contacts |
City, State (County) | Starkville, MS 39759 (Oktibbeha County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Paving/Reconstruction, Site Development |
Contracting Method | Competitive Bids |
Project Status | Results, Construction start expected March 2023 |
Bids Due | View project details and contacts |
Estimated Value | $731,056 [brand] Estimate |
Plans Available from | Civil Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For Construction of Bridge and Approaches on the Harris Road ROADWAY ITEMS: ITEM QUANTITY UNIT MOBILIZATION Lump Sum Lump Sum CLEARING AND GRUBBING Lump Sum Lump Sum REMOVAL OF OBSTRUCTIONS Lump Sum Lump Sum REMOVAL OF BRIDGE @ STA. 503+39 1.000 Unit UNCLASSIFIED EXCAVATION (FM) 747.000 Cu. Yds. EXCESS EXCAVATION (FM) 1,973.000 Cu. Yds. GRANULAR MATERIAL, (FM), (CLASS 3, GROUP B) 601.000 Cu. Yds. 72" REINFORCED CONCRETE PIPE, CLASS III 52.000 Lin. Ft. 36" CORRUGATED POLYETHYLENE PIPE 40.000 Lin. Ft. 72" SINGLE BARREL CONCRETE HEADWALL, 2.000 Each PER PLAN NO. HW - 2100 MAINTENANCE OF TRAFFIC Lump Sum Lump Sum ADDITIONAL CONSTRUCTION SIGNS 0.000 Sq. Ft. REFLECTORIZED TRAFFIC OBJECT MARKER 4.000 Each (ENCAPSULATED LENS) (TYPE 3) EROSION CONTROL ITEMS: AGRICULTURAL LIMESTONE 2.480 Ton COMMERCIAL FERTILIZER (13 : 13 : 13) 1.240 Ton SEEDING 1.240 Acre VEGETATIVE MATERIALS FOR MULCH 3.710 Ton TEMPORARY SILT FENCE (TYPE I) (AOS 0.15-0.84) 700.000 Lin. Ft. WATTLES, 20" 480.000 Lin. Ft. LOOSE RIPRAP, 300 LB. 520.000 Ton GEOTEXTILE UNDER RIPRAP, TYPE V, AOS 0.21-0.43 620.000 Sq. Yds. BRIDGE ITEMS Sta. 503+38.00 TEST PILE 2.000 Each CONVENTIONAL STATIC PILE LOAD TEST 0.000 Each HP 14" STEEL PILING 800.000 Lin. Ft. 18" PRE-FORMED PILE HOLES 638.200 Lin. Ft. BRIDGE CONCRETE, CLASS "A" 133.000 Cu. Yds. 31" PRESTRESSED CONCRETE BEAM TYPE I+2 246.000 Lin. Ft. 40" PRESTRESSED CONCRETE BEAM TYPE I+2 159.000 Lin. Ft. REINFORCEMENT 23,274.000 Lb. CONCRETE RAILING 202.840 Lin. Ft. LOOSE RIPRAP, 300 LB. 474.000 Ton GEOTEXTILE UNDER RIPRAP, TYPE V, NON-WOVEN, AOS <0.43 808.000 Sq. Yds. CONTRACT TIME: 180 Working Days The award, if made, will be made to the lowest qualified bidder on the basis of published quantities. The Board of Supervisors hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprise will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. For questions related to the contract documents contact Pritchard Engineering at 662-324-2205. No partial sets of drawings or project manuals will be issued. Proposal shall be submitted on Bid Forms provided with the specifications. For sealed bids, the current Certificate of Responsibility Number of the bidder shall appear on the outside of each sealed envelope containing a proposal, said envelope being plainly marked "LSBP-53(16)". If submitting electronically, please include this information on a cover sheet with your bid submission. Each Bid must be accompanied by a bid bond/security deposit or certified check in an amount equal to 5% of the bid, payable to Oktibbeha County and the State of Mississippi as bid security. In the event that an electronic bid is submitted, a copy of the bid bond must be included with the submission. If submitting electronically, a hard copy of all bid documents must be provided within 3 business days if requested after the bid opening. Bidders are herby 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. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |