Attch B_Solicitation Work List Unit Pricing Table.pdf

DESCRIPTION WORK ITEM REFERENCE DETAIL ESTIMATED QUANTITY UNIT PRICE

SHORE EXISTING CONCRETE COLUMNS AND PILASTERS PRIOR TO REPAIRS AT ALL LEVELS. REPLACE OR REPAIR ELEMENTS DAMAGED OR REMOVED IN ORDER TO INSTALL SHORING SUCH AS EXTERIOR WALLS AND INTERIOR FINISHES. INSTALL NEEDLE SHORING AT PERIMETER WALLS AS REQUIRED TO SUPPORT

TRIBUTARY BEAMS.

1A 3/S-551 14 LOCS

SHORE EXISTING CONCRETE COLUMNS PRIOR TO REPAIRS AT THE EAST ENTRACE STAIR FRAMING. 1B 1/S-551 2 LOCS

SHORE FLOOR STRUCTURE UNDER EXISTING ELECTRICAL ROOM. 1C 6/S-551 1 LOC

REPAIR DELAMINATED OR SPALLED OVERHEAD CONCRETE AND CORRODED REINFORCING STEEL ON UNDERSIDE OF CONCRETE JOISTS. FOR PRICING PURPOSES, ASSUME EACH REPAIR LOCATION IS 3 FEET LONG UNLESS NOTED OTHERWISE ON PLAN. ASSUME AVERAGE DEPTH OF CONCRETE REMOVAL TO BE 3

INCHES AND FULL WIDTH OF THE EXISTING JOISTS.

2 2/S-552 250 LF

REPAIR DELAMINATED OR SPALLED OVERHEAD CONCRETE AND CORRODED REINFORCING STEEL ON UNDERSIDE OF CONCRETE BEAMS. FOR PRICING PURPOSES, ASSUME AN AVERAGE DEPTH OF REPAIR TO

BE 4 INCHES.

3 3/S-552 70 SF

REPAIR DELAMINATED OR SPALLED VERTICAL CONCRETE AND CORRODED REINFORCING STEEL ON CONCRETE COLUMNS AND PILASTERS. FOR PRICING PURPOSES, ASSUME AN AVERAGE DEPTH OF REPAIR

TO BE 4 INCHES.

4 5/S-552 275 SF

REPAIR DELAMINATED OR SPALLED VERTICAL CONCRETE AND CORRODED REINFORCING STEEL ON CONCRETE WALLS. FOR PRICING PURPOSES, ASSUME AN AVERAGE DEPTH OF REPAIR TO BE 4 INCHES.

5 6/S-552 650 SF

REPAIR DELAMINATED OR SPALLED OVERHEAD PARTIAL DEPTH CONCRETE AND CORRODED

REINFORCING STEEL ON UNDERSIDE OF CONCRETE PAN JOIST SLAB. ASSUME THAT EXISTING WELDED WIRE MESH WILL REQUIRE REPLACEMENT WITH W4 4x4 WELDED WIRE MESH. FOR PRICING PURPOSES, ASSUME AN AVERAGE DEPTH OF REPAIR TO BE 2 INCHES.

6 1/S-552 50 SF

INSTALL CONCRETE ENCASEMENT AT COLUMNS WITH SEVERELY DETERIORATED REINFORCING STEEL. 7 6/S-553 8 LOCS

INSTALL CONCRETE ENCASEMENT AT PILASTERS WITH SEVERELY DETERIORATED REINFORCING STEEL. 8 6/S-553 13 LOCS

INSTALL SUPPLEMENTAL STEEL POST AT DETERIORATED STAIR COLUMNS. 8.5 4/S-553 2 LOCS ENLARGE EXISTING JOISTS DAMAGED BY PREVIOUS CONCRETE CORING OR CHIPPING AT ENDS OF

JOISTS.

9 1/S-553 14 LOCS

ENLARGE EXISTING JOISTS DAMAGED BY PREVIOUS CONCRETE CORING OR CHIPPING AWAY FROM ENDS

OF JOISTS.

10 2/S-553 6 LOCS

INFILL EXISTING SLAB OPENING. 11 4/S-552 1 LOC

LOCATE AND SEAL EXISTING ABANDONED PIPE PENETRATIONS WITH CONCRETE REPAIR MATERIAL OR

HYDROPHOBIC GROUT PER DETAILS.

9/S-552 10/S-552

50 LOCS

INSTALL GALVANIC ANODES AT PERIMETER OF CONCRETE REPAIR AREAS. FOR PRICING PURPOSES, ASSUME VECTOR CORROSION SERVICES GALVASHIELD XP4 AS BASIS OF DESIGN PRODUCT SPACED @18"

OC.

13 8/S-552 1,600 LOCS

INSTALL ANTI-CARBONATION COATING AT BOTTOM AND SIDES OF ALL EXISTING BEAMS OF THE CRAWL SPACE. FOR PRICING PURPOSES, ASSUME SIKAGARD 670W BY SIKA AS BASIS OF DESIGN PRODUCT.

14 7/S-552 5,300 SF

PROVIDE AN ALLOWANCE FOR REINFORCING STEEL THAT WILL BE INSTALLED WHERE EXISTING

REINFORCING STEEL HAS LOST MORE THAN 10% OF ITS CROSS SECTIONAL AREA.

15 3/S-553 5,000 LBS

PROVIDE AN ALLOWANCE TO REPAIR PARTIAL DEPTH, DETERIORATED OVERHEAD CONCRETE SLAB

SOFFIT UNCOVERED DURING THE REPAIR.

16 1/S-552 1,000 SF

PROVIDE AN ALLOWANCE TO REMOVE AND REPLACE EXISTING INSULATION ADJACENT TO REPAIR AS

NEEDED TO PERFORM WORK.

17 - LUMP SUM

AT CONTRACTOR'S OPTION, PROVIDE AN ALLOWANCE TO INSTALL BAR COUPLERS IN LIEU OF REMOVAL OF SOUND CONCRETE TO INSTALL REINFORCING BARS SPLICED PER REBAR SPLICE LENGTH TABLE. BUILD

OUT CONCRETE REPAIR TO PROVIDE MINIMUM CONCRETE COVER PER CONCRETE COVER TABLE.

18 3/S-553 1,000 LOCS

PROVIDE AN ALLOWANCE TO INSTALL EPOXY DOWELS WHERE SUPPLEMENTAL STEEL CANNOT BE

DEVELOPED. ASSUME DOWELS ARE #5 BARS, 25" LONG WITH 8" EMBEDMENT INTO EXISTING CONCRETE

USING HILTI HIT RE 500V3.

19 - 500 LOCS

ALLOWANCES

WORK LIST