Site work and paving for a mixed-use development in Evesham, New Jersey. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

1. Mobilization LS 2. Clearing Site LS 3. Temporary Soil Erosion and Sediment Controls LS 4. Maintenance and Protection of Traffic LS 5. Traffic Directors/Flaggers LS 6. No Bid Item N/A 7. Pavement Milling, 2" Depth 40,750 SY 8. Hot Mix Asphalt Pavement Repair, 19M64 Base Course, 5" Thick 150 SY 9. Hot Mix Asphalt, 9.5M64 Surface Course, 2" Thick 40,750 SY 10. Replacement Concrete Sidewalk 150 SY 11. Replacement Concrete Vertical Curb 250 LF 12. Replacement Monolithic Concrete Curb and Gutter 50 LF 13. Detectable Warning Surface (Brick) 12 SY 14 No Bid Item N/A 15. Traffic Stripes, Long Life, Thermoplastic, 4" Wide 5,500 LF 16. Pavement Marking, Thermoplastic 300 SF 17 Bi-Directional Raised Pavement Markers (Blue) 10 UN 18. Replacement Loop Detectors 500 LF 19. No Bid Item N/A 20. Reset Castings 45 UN 21. Bicycle Safe Grate "ECO" (Replacement Castings) 6 UN 22. Inlet Head, Type "N-ECO" (Replacement Castings) 12 UN 23. Inlet Repair 16 UN 24. 8" Diameter PVC Water Main 9,862 LF 25. 6" Diameter PVC Water Main 380 LF 26. Wet Tap with Valve and Valve Box, 8" x 8" 2 UN 27. Wet Tap with Valve and Valve Box, 8" x 6" 2 UN 28. 6" Gate Valve and Valve Box 5 UN 29. 8" Gate Valve and Valve Box 31 UN 30. 8" x 6" Ductile Iron Tee, MJ 1 UN 31. 8" x 8" Ductile Iron Tee, MJ 13 UN 32. 8" x 6" Wye, MJ 1 UN 33. 8" x 8" Wye, MJ 2 UN 34. 6" Ductile Iron Bend 9 UN 35. 8" Ductile Iron Bend, MJ 104 UN 36. 8" x 6" Reducer, MJ 6 UN 37. 6" Sleeve Coupling 6 UN 38. 8" Sleeve Coupling 10 UN 39. Concrete Encasement 360 LF 40. Concrete Cradles 2 UN 41. Fire Hydrant Assembly 26 UN 42. Replace Water Services to Include Curb Stop and Box 194 UN 43. Abandon Existing 8" Asbestos Cement Water Main In-Place 3,955 LF 44. Abandon Existing 6" Asbestos Cement Water Main In-Place 5,973 LF 45. Abandon Existing 4" Asbestos Cement Water Main In-Place 335 LF 46. Removal and Disposal of Asbestos Cement Pipe 400 LF 47. Trench Stabilization Material, if and where directed 5,000 LF 48. Test Pits 16 UN 49. Cleaning and Restorations LS 50. Uniformed Traffic Directors AL 51. Government Permit Fees AL 52. Asphalt Price Adjustment AL 53. Fuel Price Adjustment AL Checks shall be made payable to RICHARD A. ALAIMO ASSOCIATES. Bids must be made on the standard Proposal form in the manner designated therein and must be enclosed in a sealed envelope bearing the name and address of the bidder and the name of the project on the outside, addressed to the Evesham Municipal Utilities Authority, and must be accompanied by Certified Check, Bid Bond or Cashier's Check drawn to the order of the Evesham Municipal Utilities Authority for ten percent (10%) of the total amount bid, provided said security need not be more than $20,000.00. All bid guarantees shall be accompanied by an executed consent from an approved surety company, licensed to conduct business in the State of New Jersey, agreeing to furnish the required Performance and Maintenance Bond upon the award of contract. The signed Proposal forms and bid security must be delivered to the place and on or before the hour named above. The accepted bidder must sign the contract within ten (10) days after the Notice of Award or forfeit his bid security. Bid securities will be returned to all but the three apparent lowest responsible bidders. All other bid securities will be returned within three days after awarding and signing of the contract and approval of the Contractor's Performance Bond, Saturdays, Sundays, and Holidays excepted. The right is reserved to reject any or all Proposals, in whole or in part, or to make awards to such bidder or bidders who, in the judgment of the Evesham Municipal Utilities Authority is the lowest responsible bidder and to waive such informalities as may be permitted by law. Engineer’s estimate is 3-4 Million. *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.