Specifications include, but are not limited to: Approximate quantities of work to be expected are as follows: BASE BID \ 419 LF – PVC Storm Sewer (6” & 8”) \ 3 EA – Yard Inlet \ 110 LF – CMP Storm Sewer (10” & 12”) \ 472 LF – 12” Dia. RCP Storm Sewer \ 40 LF – 36” Dia. RCP Storm Sewer \ 48 LF – 42” Dia. RCP Storm Sewer \ 1 EA – 36” Dia. RCP End Section \ 2 EA – 36” Dia. RCP End Section \ 2 EA – 42” Dia. RCP End Section \ 1 EA – 48” I.D. Manhole \ 367 TON – Medium Rip Rap \ 2 EA – Sanitary Manhole Adjustment \ 3 EA – Sanitary Manhole Rehabilitation \ 360 LF – Pavement Sawing \ 2,335 CY – Excavation \ 12,000 SY – Pulverizing Pavement \ 915 TON – 1¼” Crushed Aggregate Base \ 460 TON – 3” Crushed Aggregate Base \ 850 TON – ¾” Crushed Limestone Shoulder \ 3,280 TON – HMA Pavement (3 LT 58-28 S) \ 1,770 TON – HMA Pavement (4 LT 58-28 S) \ 22,800 LF – Marking Line Epoxy 4-Inch \ ALTERNATE A (Parking Lot) \ 45 CY – Excavation \ 55 TON – 1¼” Crushed Aggregate Base \ 20 TON – HMA Pavement (3 LT 58-28 S) \ 10 TON – HMA Pavement (4 LT 58-28 S) \ 1 LS – Pavement Markings Paint \ 1 EA – Sign & Post \ Together with appurtenant construction. \ All bids must be prepared as described in the Instructions to Bidders and filed electronically via the online electronic bid service through QuestCDN.com. \ Eileene Anderson, Village Clerk \ Published: January 17, 2024, and January 24, 2024
