Demolition, site work, paving and new construction of a bridge / tunnel in Starkville, Mississippi. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

The Construction of 0.123 Miles of Bridge and Approaches on the Crawford Road Being Known as Project No. Sabp-53(1) in Oktibbeha County, Mississippi. Principal Items of Work Are Approximately as Follows: Item Quantity Unit Roadway Items: Mobilization 1.000 Lump Sum Clearing and Grubbing 1.000 Lump Sum Removal of Obstructions 1.000 Lump Sum Removal of Bridge @ Sta. 503+01 1.000 Unit Unclassified Excavation (Fm) 829.000 Cu. Yds. Borrow Excavation (F.m.e.)(Contractor Furnished)(Class 9) 963.000 Cu. Yds. Granular Material, (Fm), (Class 3, Group C) 365.000 Cu. Yds. Guardrail, W-beam 75.000 Lin. Ft. Guardrail, Bridge End Section, Type "i" Thrie-beam 4.000 Each Guardrail, Terminal End Section 4.000 Each Right-of-way Markers (Type I) 16.000 Each Maintenance of Traffic 1.000 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 2.120 Ton Commercial Fertilizer (13 : 13 : 13) 1.060 Ton Seeding 1.060 Acre Vegetative Materials for Mulch 3.180 Ton Temporary Silt Fence (Type I) (Aos 0.15- 0.84) 440.000 Lin. Ft. Wattles, 20" 360.000 Lin. Ft. Bridge Items Sta. 502+85.20 Test Pile 2.000 Each Conventional Static Pile Load Test 0.000 Each 14" Steel Piling 520.000 Lin. Ft. 18" Pre-formed Pile Holes 300.000 Lin. Ft. Bridge Concrete, Class "B" 5.400 Cu. Yds. Reinforcement 102.000 Lb. 19' Precast Concrete Slab Unit, 3.5' Interior 12.000 Each 31' Precast Concrete Slab Unit, 3.5' Interior 6.000 Each 19' Precast Concrete Slab Unit, 3.5' Exterior 4.000 Each 31' Precast Concrete Slab Unit, 3.5' Exterior 2.000 Each Precast Concrete Barrier Rail 138.000 Lin. Ft. 31.0' Precast Concrete Cap, Intermediate Unit, Steel Pile 2.000 Each 31.0' Precast Concrete Cap, End Unit, Steel Pile 2.000 Each 9.25' Precast Concrete Wing 4.000 Each Loose Riprap, 300 Lb. 369.000 Ton Geotextile Under Riprap, Type V, Non-woven, Aos <0.43 629.000 Sq. Yds. NOTICE TO CONTRACTORS: CONTRACT TIME: 120 Working Days BASIS OF AWARD The award, if made, will be made to the lowest qualified bidder on the basis of published quantities. Questions regarding website registration and online orders please contact Plan House at 662-407-0193. 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. 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.