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HomeMy WebLinkAbout03-00500138- 00076565 SHENANDOAH SUBDIVISION, PHASE 8 Oversize Participation Request for Decatur Drive and Water Line June 5, 2003 Item Description Unit Quantity Unit Bid Total No. 47' Paving Construction 1 Clearing and Grubbing (70 ft ROW) Acre 2.8 1,000.00 2,800.00 2 Roadway Excavation C.Y. 4,764 3.50 16,674.00 3 1.5" HMAC Surface Course S.Y. 8,362 4.00 33,448.00 4 7" Crushed Limestone Base S.Y. 8,362 6.75 56,443.50 5 6" Lime Stabilized Subgrade S.Y. 9,528 3.00 28,584.00 47' Paving Total $109,365.50 39' Paving Construction 1 Clearing and Grubbing (60 11 ROW) Acre 2.4 1,000.00 2,400.00 2 Roadway Excavation C.Y. 3,987 3.50 13,954.50 3 1.5" HMAC Surface Course S.Y. 6,806 4.00 27,224.00 4 7" Crushed Limestone Base S.Y. 6,806 6.75 45,940.50 5 6" Lime Stabilized Subgrade S.Y. 7,973 3.00 23,919.00 39' Paving Total $89,519.00 Oversize Participation (Street) $19,846.50 12" Water System Construction 1 12" PVC, C900 Water Line, Str. Backfill L.F. 1,750 31.00 54,250.00 2 12 "x 12" Tapping Sleeve and Valve EACH 1 3,000.00 3,000.00 3 12" Gate Valve EACH 4 1,350.00 5,400.00 4 12 "x 48" Anchor Coupling EACH 4 450.00 1,800.00 5 12 "x 8" Tee EACH 3 500.00 1,500.00 6 12 "x 6" Tee EACH 3 450.00 1,350.00 7 12" Cap EACH 1 200.00 200.00 12" Water Total $67,500.00 8" Water System Construction 1 8" PVC, C900 Water Line, Str. Backfill L.F. 1,750 20.75 36,312.50 2 12 "x 8" Tapping Sleeve and Valve EACH 1 2,100.00 2,100.00 3 8" Gate Valve EACH 4 530.00 2,120.00 4 8 "x 48" Anchor Coupling EACH 4 100.00 400.00 5 8 "x 8" Tee EACH 3 180.00 540.00 6 8 "x 6" Tee EACH 3 160.00 480.00 7 8" Cap EACH 1 100.00 100.00 8" Water Total $42,052.50 Oversize Participation (Water) $25,447.50 � ` Summary - cif` Oversize Participation (Streets) 19,846.50 * Os Oversize Participation (Water) 25,447.50 ANT M • , • Total Oversize Participation $45,294.00 65923 v .�� 6/s 2. SHENANDOAH SUBDIVISION, PHASE 8 Oversize Participation Request for Decatur Drive and Water Line June 5, 2003 Item Description Unit Quantity Unit Bid Total No. 47' Paving Construction 1 Clearing and Grubbing (70 ft ROW) Acre 2.8 1,000.00 2,800.00 2 Roadway Excavation C.Y. 4,764 3.50 16,674.00 3 1.5" HMAC Surface Course S.Y. 8,362 4.00 33,448.00 4 7" Crushed Limestone Base S.Y. 8,362 6.75 56,443.50 5 6" Lime Stabilized Subgrade S.Y. 9,528 3.00 28,584.00 47' Paving Total $109,365.50 39' Paving Construction 1 Clearing and Grubbing (60 ft ROW) Acre 2.4 1,000.00 2,400.00 2 Roadway Excavation C.Y. 3,987 3.50 13,954.50 3 1.5" HMAC Surface Course S.Y. 6,806 4.00 27,224.00 4 7" Crushed Limestone Base S.Y. 6,806 6.75 45,940.50 5 6" Lime Stabilized Subgrade S.Y. 7,973 3.00 23,919.00 39' Paving Total $89,519.00 Oversize Participation (Street) $19,846.50 12" Water System Construction 1 12" PVC, C900 Water Line, Str. Backfill L.F. 1,750 31.00 54,250.00 2 12 "x 12" Tapping Sleeve and Valve EACH 1 3,000.00 3,000.00 3 12" Gate Valve EACH 4 1,350.00 5,400.00 4 12 "x 48" Anchor Coupling EACH 4 450.00 1,800.00 5 12 "x 8" Tee EACH 3 500.00 1,500.00 6 12 "x 6" Tee EACH 3 450.00 1,350.00 7 12" Cap EACH 1 200.00 200.00 12" Water Total $67,500.00 8" Water System Construction 1 8" PVC, C900 Water Line, Str. Backfill L.F. 1,750 20.75 36,312.50 2 12 "x 8" Tapping Sleeve and Valve EACH 1 2,100.00 2,100.00 3 8" Gate Valve EACH 4 530.00 2,120.00 4 8 "x 48" Anchor Coupling EACH 4 100.00 400.00 5 8 "x 8" Tee EACH 3 180.00 540.00 6 8 "x 6" Tee EACH 3 160.00 480.00 7 8" Cap EACH 1 100.00 100.00 8" Water Total $42,052.50 Oversize Participation (Water) $25,447.50 pe� Summary - 11 " '� I Oversize Participation (Streets) 19,846.50 * '� ® Oversize Participation (Water) 25,447.50 t Ny • ••••7,'••� • Total Oversize Participation $45,294.00 65923 v Ili, E L 6/S/2c I,