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(-.�VVtA E <br /> ORANGE COUNTY, NORTH CAROLINA <br /> ,.1C71 y 1 WATER, SANITARY SEWER AND PAVING IMPROVEMENT" <br /> TO CAIN DRIVE IN EFLAND ESTATES, EFLANO, N.C. d ; <br /> JEWELL = 95 y <br /> BID TABULATION FOR CONTRACT 97-1 <br /> THAMES BIDS DUE: JUNE 12, 1997 - 2:00 P.M. <br /> .� <br /> P.A. <br /> PLANNMG <br /> ENGINEERING <br /> IA"SCAPE ARCMMCTURE <br /> III Teat Haft Kraat £ <br /> Durham, North Carellm 87701 <br /> 919 MS 0306 <br /> FAX 919 886 6848 <br /> PLACE OF BID OPENING: <br /> ORANGE COUNTY DEPARTM ENT OF HOUSING AND COMM. DEV. n o p o n Y <br /> 300 W. TRYON STREET W�'11 <br /> HILLSBOROUGH, N.C. 27278 � a i I us <br /> ITEM <br /> DESCRIPTION x <br /> 51 €3 up3 � 3 <br /> 1 M ALL NECESSARY LUMP SLIM 81000.00 3,000.00 1,250.00 <br /> 2 OSTAINING ALL P LUMP SUM 2.600.00 5.500.00 2.343.75 <br /> 3 ATTQND94G ALL REQUIRED MIEE7INX.S. LUMP SLIM 2.000.00 800.00 2.500.00 <br /> 4 CLEARING. GRUBBING AND REMOVAL LUMP SUM 11.800.00 8.200.00 21.400.00 <br /> nr <br /> REMOVAL AND DEMOLITION OF EXISTING 3.123.00 <br /> 5 STORM DRAINAGE CULVERTS AND EXISTING LUMP SUM 5.800.00 31800.00 <br /> ALONG CAIN DRIVE - <br /> 6 CLASSIFIED EXCAVATION 910 C.Y. 14.00 11.70 0.01 <br /> 7 ROCK EXCAVATION 40 C.Y. 45.00 45.00 02.50 <br /> 8 TRENCH ROCK EXCAVATION 25 CY. 80.00 83.00 62.50 <br /> 9 M R . W 100 TONS 20.00 16.00 �� <br /> 10 INSTALLING CLASS '8' RIP-RAP 150 TONS 40.00 35.00 38.75 <br /> 1 1 A NCU101►I6 STONE BEDOING 350 L.F. 35.00 21.00 32.04 <br /> INSTALLING i l B MANHOLES 0-8 IN DEPTH 3 EACH 1,360.00 11150.00 1191.65 <br /> 11 C 8 FEET MAN S LF. 150.00 170.00 104.18 <br /> CONNECTING PROPOSED 8 SANITARY <br /> 1 1 D SEWER TO EXLSTO r M r#MLE ON SOUTH LUMP SUM 1.X)00.00 1.200.00 1.375.00 <br /> SHOE OF GREITG STREET <br /> 11 E �'��2� aO FORCE LUMP SUM 19.000.00 8.575.00 7.090.85 RLPLAGINU <br /> ASPWLT SECTION OF GREGO ST. FOR <br /> 11 F INSULLATION OF 8' PVC�MNTTARY 40 S.Y. 88.00 55.00 Q Q Q 52.08 <br /> SEWER W 2' 1-2 AND 8 TYPE N - <br /> 11 G INSTALLING 4-AFW 3EKVICE LUMP SUM 1.000,00 1.200.00 M M M 1.985.18 MO 29 <br /> 11 H VACANT LOT AT INTERSECTION OF LUMP SUM 500.00 600.00 1.006.00 <br /> CNN DR. AND GREGG ST. <br /> N - <br /> 12 A WATERLINE TO EXIST. 2'VALVE AT LUANP SUM 480.00 800.00 1.250.00 <br /> STATION 0+00 <br /> 12 B WATERLINE <br /> 720 L.F. 14.00 12.00 19.99 <br /> 12 C � S tO EACH 65.00 250.00 33.13 <br /> 12 D INSTALLING T-1 Z : 2-1 2 DUCTILE t EACH 80.00 3X6.00 43.75 <br /> IRON TEE 12 E A STALLISTATIONS 81/2 7+14-22 2 EACH `50.00 x•00 31.25 <br /> 12 F INSTALLING T1 PVC WATERLINE SERVICE 9 EACH 1 500.00 500.00 539.74 <br /> DISCONNE WATLR SERVICE TO HWX <br /> 12 G AT 404 CNN DR. FROM EXIST. 2' LUMP SUM 100.00 800.00 1.250.00 <br /> WATERLINE AND CONN. TO PROPOSED <br /> 2-1/2*WATERLINE <br /> 12 H INSTALLING t- ASSEMW7-- LUMP SUM 430.00 500,00 563.27 <br /> 13 A INSTALLING 15• REINFORCED CONCRETE 200 LF. 23.90 21.00 23.07 <br /> 13 B INSTALLING 15' REINFORCED CONCRETE 3 EACH 200.00 500.00 525.38 <br /> 13 C PAV,NG CAN ORNE, INCLUDIM. ERASE LUMP SUM 20.800.00 22.700.00 25.906.25 r�u <br /> ma 14 A CLASS 'A' CONCRETE - MISC. MASONIK 1.000.00 250.00 258.25 <br /> 14 B CLASS 'B' cONCREIE - MISC. MA90NRY 420.00 250.00 250.00 <br /> 14 C CU55 'C' CONCRETE - M ISC. MASONRY 180.00 250.00 .243.75 <br /> 15 INSTALLING SILT FENCE F, 5.00 4.00 3.75 <br /> 16 OUR 4 FEET WIDE 1800 L.F. 2.00 3.50 1.88 <br /> 17 SEEDING AND MULCHING LUMP SUM 2.000.00 3.800.00 3.750.00 <br /> 18 SITE CLEANUP AND OEM080.1ZATIOH LUMP sum 2.000.00 1,200.00 3.125.00 <br /> TOTAL ESTIMATED COST - CONTRACT 97-1 151,650.00 127.377.00 138.727.98 <br /> ORDER OF BID 3 1 2 <br /> TIME OF COMPLETION 120 DAYS 120 OAYS 120 DAYS 120 DAYS 120 DAYS 120 DAYS <br /> 5% BID BOND YES YES YES <br />