Site work and paving for a bridge / tunnel in Richton, Mississippi. Completed plans call for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Principal items of work are approximately as follows: item quantity unit roadway items: mobilization lump sum ls clearing and grubbing lump sum ls removal of bridge at station 231+47 1.000 un removal of pavement 1,350.000 sy unclassified excavation (fm) 160.000 cy borrow excavation (f.M.E.) 105.000 cy (contractor furnished) (class 7) channel excavation (fm) 170.000 cy granular material (lvm) 100.000 cy (class 9, group b) crushed stone, 610 1,510.000 ton hot mix asphalt, st 9.5mm 122.000 ton hot mix asphalt, st 12.5mm 213.000 ton asphalt for prime coat (ea-1) 542.000 gal class "B" structural concrete, 0.126 cy minor structures 18" reinforced concrete pipe, 32.000 lf class iii 18" reinforced concrete pipe, 2.000 ea end section guard rail, w-beam 100.000 lf guard rail, bridge end section, 4.000 ea type I thrie-beam guard rail, terminal end section 4.000 ea maintenance of traffic lump sum ls additional construction signs 0.000 sf 4" wide thermoplastic edge stripe 0.246 mi (continuous white) (60 mils) 4" wide thermoplastic traffic 1,300.000 lf stripe (continuous yellow) (90 mils) two-way yellow reflective high 12.000 ea performance raised markers reflectorized traffic object marker 4.000 ea (encapsulated lens)(type 3) erosion control items: agricultural limestone 1.000 ton commercial fertilizer (13-13-13) 0.500 ton ammonium nitrate 0.050 ton seeding 0.500 ac vegetative materials for mulch 1.000 ton solid sodding 200.000 sy temporary silt fence 1,400.000 lf (type ii) (aos 0.15-0.84) wattles, 20" 150.000 lf riprap for erosion control 150.000 ton loose riprap, 200 lb. 100.000 ton geotextile under bridge 100.000 sy abutment,non-woven,type v, aos (0.21-0.43) geotextile under riprap, 200.000 sy non-woven,type v, aos (0.21-0.43) bridge items: test pile 2.000 ea conventional static pile load test 0.000 ea 14" prestressed concrete piling 450.000 lf 18" pre-formed pile holes 140.000 lf 19' precast concrete slab unit, 18.000 ea 3'-6" interior 19' precast concrete slab unit, 6.000 ea 3'-6" exterior precast concrete barrier rail 114.000 lf 31' precast concrete cap, 2.000 ea intermediate unit, concrete pile 31' precast concrete cap, 2.000 ea end unit, concrete pile 9.25' precast concrete wing 4.000 ea loose riprap, 300 lb. 215.000 ton geotextile under riprap, 527.000 sy type v, aos <0.43 CONTRACT TIME: 75 Working Days BASIS OF AWARD 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. Certified check or bid bond for five percent (5%) of the total bid, made payable to Perry County and the State of Mississippi must accompany each proposal. For questions regarding website registration and online orders, please contact Plan House at 601-336-6378. For questions related to the contract documents, please contact The Walker Associates at 601-583-2127. 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. Bobby Ray Bolton, President Perry County Board of Supervisors *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Estimated between $500,000 to $1,000,000.