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Section SF 30 - BLOCK 14 CONTINUATION PAGE
CONTINUATION PAGE
CONTRACTORS CAPABILITIES
In order to be eligible for award, offerors must meet the following “Special Standards and Requirements.
SPECIAL STANDARDS AND REQUIREMENTS
Offerors must be experienced and thoroughly familiar with all phases of paving and concrete work such as, but not limited to, roadways, parking areas, industrial equipment hard stands, concrete curbing, sidewalks and pads of various thicknesses.offerors must have capability to read and interpret scaled site drawings and to set grade stacks from the drawings and do the layouts / survey of required work. Offerors must be able to produce a line of credit with the paving/concrete plants where they plan to purchase there materials offerors must have a state certified asphalt technician on the job site at all times. The offeror’s paving and concrete Job Foremen, Equipment Operators (excluding Dump Truck Drivers), and Site Supervisors, must have a minimum of 10 years experience in the paving disciplines and be thoroughly familiar with the N.J. State Highway Department specifications for road and bridge construction. All other employees directly involved in the paving process must have sufficient skill and experience to properly perform the work assigned to them. Employees engaged in special or skilled paving and concrete work shall have sufficient experience in that work. Offerors must furnish the necessary paving and concrete equipment such as, Pavers, (at least 2 self propelled) and one with a paving spread of 20 ft wide /milling machine Rollers, Graders, Trenchers, Dump Trucks, Compactors, sufficient curb forms to place up to 500 linear feet of curbing daily per project, concrete finishing equipment and other equipment required to professionally execute the work required in these operations. Quantities of equipment must be sufficient to maintain continuous paving operations for all active paving projects under this contract. As a minimum, the contractor shall furnish, two (2) rollers, two (2) graders, four (4) dump trucks (to provide an uninterrupted flow of asphalt materials to each active paver), and sufficient compactors (sheep’s foot or wheeled rollers) to compact sub base materials in accordance with specifications and on a timely basis so as not to delay paving operations. Equipment operators and drivers shall possess appropriate commercial driver’s licenses (CDL, etc.).
The below offeror hereby certifies that he meets or exceeds the above criteria.
Signature: _________________________
Tile: _____________________________
Section 00010 - Solicitation Contract Form
SOLICITATION CONTRACT FORM
| ITEM NO. |
| DESCRIPTION |
| QTY |
| UNIT |
| GOVERNMENT ESTIMATE UNIT PRICE |
| UNIT PRICE BASE YEAR |
| UNIT PRICE FIRST OPTION YEAR |
| UNIT PRICE SECOND OPTION YEAR |
| 1 |
| FURNISH ALL PLANT, EQUIPMENT MATERIALS, TOOLS, LABOR AND ALL ELSE TO PROVIDE FOR REPAIR AND CONSTRUCTION OF ROADS AND PARKING AREAS; NEW PAVE-MENT, REPLACEMENT OF CONCRETE CURBS, GUTTERS, STEPS, DRIVEWAY ENTRANCES, SIDEWALKS AND THE SURFACE PREPARATION A |
| 0001AA |
| Provide and place concrete for 5' wide handicap access ramp, with cheek walls include forms (4 uses), footings, reinforcing steel, clean fill, finishing and 5 rail aluminum railing both sides, (See Appendix Q) |
| LF |
| $ 526.48 |
| $ 526.48 |
| $ 544.91 |
| $ 555.44 |
| 0001AB |
| Thoroughly clean, apply a tack coat(para.404.02 NJSHD Spec) and place 2" bituminous concrete surface course overlay on existing roadways and parking areas(Use NJ State Mix I-5, Table 903-1, page 900-25, NJSD Standard Specifications for Road and Bridge Con |
| SY |
| $ 7.27 |
| $ 7.27 |
| $ 7.52 |
| $ 7.67 |
| 0001AC |
| Thoroughly clean, apply a tackcoat(para.404.02 NJSHD Spec) and place 2" bituminous concrete stabilized base course overlay on existing roadways and parking areas(Use NJ State Mix I-2, Table 903-1, page 900-25, NJSHD Standard Specifications for Road and B |
| SY |
| $ 5.89 |
| $ 5.89 |
| $ 6.10 |
| $ 6.21 |
| 0001AD |
| Thoroughly clean, apply a tackcoat (para.404.02 NJSHD Spec)and place 4" bituminous concrete stabilized base course overlay on existing roadways and parking areas (Use NJ State Mix I-2, Table 903-1, page 900-25, NJSHD Standard Specifications for Road and B |
| SY |
| $ 9.68 |
| $ 9.68 |
| $ 10.02 |
| $ 10.21 |
| 0001AE |
| Thoroughly clean, apply a tackcoat (para.404.02 NJSHD Spec)and place 2" bituminous concrete OGFC/POLY POROUS ASPHALT PAVEMENT course overlay on existing roadways and parking areas (Use NJ State Mix I-2, Table 903-1, page 900-25, NJSHD Standard Specificati |
| SY |
| $ 13.90 |
| $ 13.90 |
| $ 14.39 |
| $ 14.66 |
| 0001AF |
| Thoroughly clean, apply a tackcoat (para.404.02 NJSHD Spec)and place 4" bituminous concrete OGFC/POLY POROUS ASPHALT PAVEMENT course overlay on existing roadways and parking areas (Use NJ State Mix I-2, Table 903-1, page 900-25, NJSHD Standard Specificati |
| SY |
| $ 18.28 |
| $ 18.28 |
| $ 18.92 |
| $ 19.29 |
| 0001AG |
| Reconstruct existing roadways and parking areas including the removal of 6" of existing surface and base course, install 4" bituminous concrete base course and 2" bituminous concrete surface course (Use NJ State Mix I-2 for base course NJ State Mix |
| SY |
| $ 25.14 |
| $ 25.14 |
| $ 26.02 |
| $ 26.52 |
| 0001AH |
| Reconstruct existing roadways and parking areas including the removal of 6" of existing surface and base course, install 4" bituminous concrete base course and 2" bituminous concrete OGFC/POLY POROUS ASPHALT PAVEMENT surface course (Use NJ State Mix I-2 |
| SY |
| $ 51.14 |
| $ 51.14 |
| $ 52.93 |
| $ 53.95 |
| 0001AI |
| Thoroughly clean, apply a tackcoat (para.404.02 NJSHD Spec)and place bituminous concrete stabilized base LEVELING course overlay in 2" thick increments on roadways and parking areas(Use NJ State Mix I-2, Table 903-1, page 900-25, NJSHD Standard Specificat |
| TN |
| $ 68.63 |
| $ 68.63 |
| $ 71.03 |
| $ 72.40 |
| 0001AJ |
| Construct new roadway, excavate 18", furnish and place 6" subbase of 3/4" to 1" crushed quarry processed stone, compacted, 4" bituminous concrete base course and 2" bituminous concrete surface course(Use NJ State Mix I-2 for base course, and NJ State Mix |
| SY |
| $ 35.63 |
| $ 35.63 |
| $ 36.88 |
| $ 37.59 |
| 0001AK |
| Construct new roadway, excavate 18", furnish and place 6" subbase RECYCLED CONCRETE (Must Meet1998 NJ Highway Specifications Paragraph 901-9)), compacted, 4" bituminous concrete base course and 2" bituminous concrete surface course(Use NJ State Mix I-2 f |
| SY |
| $ 34.12 |
| $ 34.12 |
| $ 35.31 |
| $ 36.00 |
Construct new roadway, excavate 18", furnish and place 8" subbase clean crushed stone, 1-1/2" to 3/4" includes compaction(Must Meet1998 NJ Highway Specifications Paragraph 901-9)), compacted, 4" bituminous concrete OGFC/POLY POROUS ASPHALT PAVEMENT surfa
| SY |
| $ 70.73 |
| $ 70.73 |
| $ 73.21 |
| $ 74.62 |
| 0001AK |
| Construct new parking area , excavate 10", furnish and place 6" subbase of 3/4" to 1" crushed quarry processed stone, compacted, 2" bituminous concrete base course and 2" bituminous concrete surface course(Use NJ State Mix I-2 for base course, and NJ Sta |
| SY |
| $ 29.09 |
| $ 29.09 |
| $ 30.11 |
| $ 30.69 |
| 0001AL |
| Construct new parking area excavate 10", furnish and place 6" subbase clean crushed stone, 1-1/2" to 3/4" includes compaction(Must Meet1998 NJ Highway Specifications Paragraph 901-9)), compacted, 4" bituminous concrete OGFC/POLY POROUS ASPHALT PAVEMENT s |
| SY |
| $ 59.77 |
| $ 59.77 |
| $ 61.86 |
| $ 63.06 |
| 0001AM |
| Construct new parking area , excavate 10", furnish and place 6" subbase of RECYCLED CONCRETE (Must Meet NJ State Highway Specifications) compacted, 2" bituminous concrete base course and 2" bituminous concrete surface course(Use NJ State Mix I-2 for base |
| SY |
| $ 28.34 |
| $ 28.34 |
| $ 29.33 |
| $ 29.90 |
| 0001AN |
| Provide and place surface treatment pavement overlay, polypropylene (including tackcoat) 6 oz per SY in accordance with NJSHD spec para 919.05 |
| SY |
| $ 2.75 |
| $ 2.75 |
| $ 2.85 |
| $ 2.90 |
| 0001AP |
| Prepare and clean surface, provide and place sealcoating, 2 coats coal tar pitch emulsion in accordance with specification section 02560 and NJSHD spec para. 919.05 |
| SY |
| $ 1.36 |
| $ 1.36 |
| $ 1.41 |
| $ 1.43 |
| 0001AQ |
| Sawcut 3" deep and seal joints in bituminous concrete pavement in accordance with para. 908.02, NJSHD specifications |
| LF |
| $ 3.67 |
| $ 3.67 |
| $ 3.80 |
| $ 3.87 |
| 0001AR |
| Sawcut bituminousconcrete up to 3 inchs of depth, mesh reinforced |
| LF |
| $ 1.59 |
| $ 1.59 |
| $ 1.65 |
| $ 1.68 |
| 0001AS |
| Sawcut bituminous concrete each additional inch of depth |
| LF |
| $ 0.69 |
| $ 0.69 |
| $ 0.71 |
| $ 0.73 |
| 0001AT |
| Sawcut concrete up to 3 inchs of depth, mesh reinforced |
| LF |
| $ 1.60 |
| $ 1.60 |
| $ 1.66 |
| $ 1.69 |
| 0001AU |
| Sawcut concrete per each additional inch of depth, mesh reinforced |
| LF |
| $ 1.34 |
| $ 1.34 |
| $ 1.39 |
| $ 1.41 |
| 0001AV |
| Remove up to 3" thick bituminous pavement from existing roadways and parking lots and dispose of in accord with specifications, includes loading and hauling |
| SY |
| $ 7.58 |
| $ 7.58 |
| $ 7.85 |
| $ 8.00 |
| 0001AW |
| Remove 3" to 6" thick bituminous pavement from existing roadways and parking lots and dispose of in accord with specifications, includes loading and hauling |
| SY |
| $ 12.01 |
| $ 12.01 |
| $ 12.43 |
| $ 12.67 |
| 0001AX |
| Cold Plane (Mill) to 3" bituminous overlay or concrete from existing roadways and parking lots, clean surface and dispoise of in accordance with NJSHD spec. para. 202.09 |
| SY |
| $ 5.19 |
| $ 5.19 |
| $ 5.37 |
| $ 5.48 |
| 0001AZ |
| Cold Plane (Mill) each additional I" bituminous overlay or concrete from existing roadways and parking lots, clean surface and dispoise of in accordance with NJSHD spec. para. 202.09 |
| SY |
| $ 1.77 |
| $ 1.77 |
| $ 1.83 |
| $ 1.87 |
| 0001BA |
| CUT KEY, 6" wide X 6" deep square or rectangular, using a pneumatic spade . All debris shall be removed and disposed of off the installation |
| LF |
| $ 0.96 |
| $ 0.96 |
| $ 0.99 |
| $ 1.01 |
| 0001BB |
| Excavate utility trench 12" X 24" including backfill and compaction in 8" lifts |
| LF |
| $ 1.22 |
| $ 1.22 |
| $ 1.26 |
| $ 1.29 |
| 0001BC |
| Excavate utility trench 12" X 36" including backfill and compaction in 8" lifts |
| LF |
| $ 1.37 |
| $ 1.37 |
| $ 1.42 |
| $ 1.45 |
| 0001BD |
| EXCAVATE, Bulk Bank measure, common earth, with front end loader 5 CY capacity, load and haul to store at designated sites on installation (4 mile round trip) |
| CY |
| $ 9.28 |
| $ 9.28 |
| $ 9.60 |
| $ 9.79 |
| 0001BE |
| EXCAVATE, Bulk Bank measure, heavy earth, with front end loader 5 CY capacity, load and haul to store at designated sites on installation (4 mile round trip) |
| CY |
| $ 10.26 |
| $ 10.26 |
| $ 10.62 |
| $ 10.82 |
| 0001BF |
| EXCAVATE, Bulk Bank measure, common earth, with front end loader 5 CY capacity, load and haul to store at designated sites on installation (10 mile round trip) |
| CY |
| $ 18.10 |
| $ 18.10 |
| $ 18.73 |
| $ 19.10 |
| 0001BG |
| EXCAVATE, Bulk Bank measure, heavy earth, with front end loader 5 CY capacity, load and haul to store at designated sites on installation (10 mile round trip) |
| CY |
| $ 19.07 |
| $ 19.07 |
| $ 19.74 |
| $ 20.12 |
| 0001BH |
| EXCAVATE open site, common earth, using 200 HP Dozer, load with 5 CY front end loader and haul to dispose of off the installation (10 Mile round trip) |
| CY |
| $ 24.78 |
| $ 24.78 |
| $ 25.65 |
| $ 26.14 |
| 0001BJ |
| EXCAVATE open site, clay, using 200 HP Dozer, load with 5 CY front end loader and haul to dispose of off the installation (10 Mile round trip) |
| CY |
| $ 27.54 |
| $ 27.54 |
| $ 28.50 |
| $ 29.05 |
| 0001BK |
| Borrow fill material, spread and compact in place (load, haul 2 mi and or spread Govt owned materials) |
| CY |
| $ 6.87 |
| $ 6.87 |
| $ 7.11 |
| $ 7.25 |
| 0001BL |
| Borrow top soil material, spread and compact in place (load, haul 2 mi and or spread Govt owned materials) |
| CY |
| $ 3.30 |
| $ 3.30 |
| $ 3.42 |
| $ 3.48 |
| 0001BM |
| Provide and place select clean fill for shoulder and embankments includeing compaction |
| CY |
| $ 14.53 |
| $ 14.53 |
| $ 15.04 |
| $ 15.33 |
| 0001BN |
| Provide and place bank run gravel, includes compaction |
| CY |
| $ 8.12 |
| $ 8.12 |
| $ 8.40 |
| $ 8.57 |
| 0001BP |
| Provide and place recycled concrete, including compaction. MUST MEET 1998 NJ STATE HWY SPEC. para. 901-08 |
| CY |
| $ 19.07 |
| $ 19.07 |
| $ 19.74 |
| $ 20.12 |
| 0001BQ |
| Provide and place clean crushed stone, 1-1/2" to 3/4" includes compaction |
| CY |
| $ 19.23 |
| $ 19.23 |
| $ 19.90 |
| $ 20.29 |
| 0001BR |
| Remove and dispose of old curbing and provide and install new curb 6" X 18" plain |
| LF |
| $ 17.91 |
| $ 17.91 |
| $ 18.54 |
| $ 18.90 |
| 0001BS |
| Remove and dispose of existing 6" concrete driveway and provide new driveway, 6" thick with 6" X 6" mesh reinf, 3000 psi concrete, no base |
| SY |
| $ 64.44 |
| $ 64.44 |
| $ 66.70 |
| $ 67.98 |
| 0001BT |
| Remove old deteriorated concrete curb and dispose of in accordance with specifica |
| LF |
| $ 4.86 |
| $ 4.86 |
| $ 5.03 |
| $ 5.13 |
| 0001BU |
| Excavate 18" deep, provide and install new concrete curb along various roads and parking areas in accordance with specifications (includes all radii and deviations such as HDCP access depressions) |
| LF |
| $ 12.43 |
| $ 12.43 |
| $ 12.87 |
| $ 13.11 |
| 0001BV |
| Excavate to 18" deep, provide and install curb and gutter with 6" high curb and 6" thick gutter, 24" wide |
| LF |
| $ 22.20 |
| $ 22.20 |
| $ 22.98 |
| $ 23.42 |
| 0001BW |
| Excavate to 18" deep, provide and install curb and gutter with 6" high curb and 6" thick gutter, 30" wide |
| LF |
| $ 23.98 |
| $ 23.98 |
| $ 24.82 |
| $ 25.30 |
| 0001BX |
| Remove existing concrete sidewalk, mesh reinf, dispose of and install new 4" thick concrete with 6" X 6" mesh reinforced sidewalk, broom finish |
| SY |
| $ 37.22 |
| $ 37.22 |
| $ 38.52 |
| $ 39.27 |
| 0001BY |
| Remove existing concrete sidewalk, mesh reinf, dispose of and install new 6" thick concrete with 6" X 6" mesh reinforced sidewalk, broom finish |
| SY |
| $ 55.14 |
| $ 55.14 |
| $ 57.07 |
| $ 58.17 |
| 0001BZ |
| Excavate 8" deep, provide and place 4" deep gravel base and place concrete sidewalk 4" thick with 6" X 6" 10 Ga wire mesh, broom finish |
| SY |
| $ 32.80 |
| $ 32.80 |
| $ 33.95 |
| $ 34.60 |
| 0001CA |
| Excavate 12" deep, provide and place 6" deep gravel base and place concrete sidewalk 6" thick with 6" X 6" 10 Ga wire mesh, broom finish |
| SY |
| $ 43.49 |
| $ 43.49 |
| $ 45.01 |
| $ 45.88 |
| 0001CB |
| Excavate 18" deep, provide and place 8" deep gravel base and place concrete sidewalk 8" thick with 6" X 6" 10 Ga wire mesh, broom finish |
| SY |
| $ 85.76 |
| $ 85.76 |
| $ 88.76 |
| $ 90.48 |
| 0001CC |
| Remove old concrete sidewalk, pad or platform to 4" thick and dispose of in accordance with specific |
| SY |
| $ 11.77 |
| $ 11.77 |
| $ 12.18 |
| $ 12.42 |
| 0001CD |
| Remove old concrete sidewalk, pad or platform to 6" thick and dispose of in accordance with specifica |
| SY |
| $ 17.73 |
| $ 17.73 |
| $ 18.35 |
| $ 18.71 |
| 0001CE |
| Remove old miscellaneous concrete obstructions 7" to 24" thick and dispose of in accordance with specifica |
| CF |
| $ 27.10 |
| $ 27.10 |
| $ 28.05 |
| $ 28.59 |
| 0001CF |
| Raise/lower existing manhole cover of various sizes to elevation of paving surface |
| EA |
| $ 287.44 |
| $ 287.44 |
| $ 297.50 |
| $ 303.25 |
| 0001CG |
| Raise/lower existing valve box cover of various sizes to level of new or existing pavement surface |
| EA |
| $ 129.71 |
| $ 129.71 |
| $ 134.25 |
| $ 136.84 |
| 0001CH |
| Raise/lower existing catchbasin curb inlets and frames of various sizes to level of new or existing pavement surface |
| EA |
| $ 205.84 |
| $ 205.84 |
| $ 213.04 |
| $ 217.16 |
| 0001CJ |
| Catchbasin /Manhole repairs - Cut and repoint catchbasin/manhole brick or block as required |
| SF |
| $ 3.53 |
| $ 3.53 |
| $ 3.65 |
| $ 3.72 |
| 0001CK |
| Catchbasin /Manhole repairs - Remove old and replace with new 8" X 16" X 4" thick concrete block |
| SF |
| $ 9.90 |
| $ 9.90 |
| $ 10.25 |
| $ 10.44 |
| 0001CL |
| Catchbaasin /Manhole repairs - Remove old and replace with new 8" X 16" X 6" thick concrete block |
| SF |
| $ 10.82 |
| $ 10.82 |
| $ 11.20 |
| $ 11.42 |
| 0001CM |
| Demolish existing catchbasin, reuse existing frame and grate, construct new catchbasin of the following dimensions: 4' diameter X up to 4' deep, concrete block |
| EA |
| $ 1,380.76 |
| $ 1,380.76 |
| $ 1,429.09 |
| $ 1,456.70 |
| 0001CN |
| Demolish existing catchbasin, reuse existing frame and grate, construct new catchbasin of the following dimensions: 4' diameter X up to 6' deep, concrete block |
| EA |
| $ 1,569.35 |
| $ 1,569.35 |
| $ 1,624.28 |
| $ 1,655.66 |
| 0001CP |
| Demolish existing catchbasin, reuse existing frame and grate, construct new catchbasin of the following dimensions: 4' wide X 4' long X up to 4' deep, concrete |
| EA |
| $ 1,841.50 |
| $ 1,841.50 |
| $ 1,905.95 |
| $ 1,942.78 |
| 0001CQ |
| Demolish existing catchbasin, reuse existing frame and grate, construct new catchbasin of the following dimensions: 4' wide X 4' long X up to 6' deep, concrete |
| EA |
| $ 2,454.69 |
| $ 2,454.69 |
| $ 2,540.60 |
| $ 2,589.70 |
| 0001CR |
| Demolish existing catchbasin and existing frame and grate, construct new catchbasin of the following dimensions: 4' diameter to 4' deep, of concrete block, including new frame and grate |
| EA |
| $ 2,035.76 |
| $ 2,035.76 |
| $ 2,107.01 |
| $ 2,147.73 |
| 0001CS |
| Demolish existing catchbasin and existing frame and grate, construct new catchbasin of the following dimensions: 4' diameter to 6' deep, of concrete block, includind new frame and grate |
| EA |
| $ 2,584.31 |
| $ 2,584.31 |
| $ 2,674.76 |
| $ 2,726.45 |
| 0001CT |
| Demolish existing catchbasin and existing frame and grate, construct new catch basin of the following dimensions: 4' diameter to 4' deep, of concrete , including new frame and grate |
| EA |
| $ 2,583.03 |
| $ 2,583.03 |
| $ 2,673.44 |
| $ 2,725.10 |
| 0001CU |
| Demolish existing catchbasin and existing frame and grate, construct new catch basin of the following dimensions: 4' diameter to 6' deep, of concrete , includind new frame and grate |
| EA |
| $ 3,117.59 |
| $ 3,117.59 |
| $ 3,226.71 |
| $ 3,289.06 |
| 0001CV |
| Excavate hole and construct new catchbasin of concrete block in the following dimensions: 4' Dia X 2' deep, includes frame and grate |
| EA |
| $ 3,015.91 |
| $ 3,015.91 |
| $ 3,121.47 |
| $ 3,181.79 |
| 0001CW |
| Excavate hole and construct new catchbasin of concrete block in the following dimensions: 4' Dia X 4' deep, includes frame and grate |
| EA |
| $ 1,764.16 |
| $ 1,764.16 |
| $ 1,825.91 |
| $ 1,861.19 |
| 0001CX |
| Excavate hole and construct new catchbasin of poured concrete in the following dimensions: 4' Dia X 2' deep, includes frame and grate |
| EA |
| $ 1,661.85 |
| $ 1,661.85 |
| $ 1,720.01 |
| $ 1,753.25 |
| 0001CY |
| Excavate hole and construct new catchbasin of concrete block in the following dimensions: 4' Dia X 6' deep, includes frame and grate |
| EA |
| $ 2,003.18 |
| $ 2,003.18 |
| $ 2,073.29 |
| $ 2,113.35 |
| 0001CZ |
| Excavate hole and construct new catchbasin of poured concrete in the following dimensions: 4' Dia X 4' deep, includes frame and grate |
| EA |
| $ 2,153.86 |
| $ 2,153.86 |
| $ 2,229.25 |
| $ 2,272.32 |
| 0001DA |
| Excavate hole and construct new catchbasin of poured concrete in the following dimensions: 4' Dia X 6' deep, includes frame and grate |
| EA |
| $ 2,671.44 |
| $ 2,671.44 |
| $ 2,764.94 |
| $ 2,818.37 |
| 0001DB |
| Provide and install precast concrete manhole in accordance with specifications, 4' I.D. X 4' deep, includes frame & cover |
| EA |
| $ 1,609.12 |
| $ 1,609.12 |
| $ 1,665.44 |
| $ 1,697.62 |
| 0001DC |
| Provide and install precast concrete manhole in accordance with specifications, 4' I.D. X 6' deep, includes frame & cover |
| EA |
| $ 1,890.72 |
| $ 1,890.72 |
| $ 1,956.90 |
| $ 1,994.71 |
| 0001DD |
| Provide and install precast concrete manhole in accordance with specifications, 5' I.D. X 4' deep, includes frame & cover |
| EA |
| $ 1,884.49 |
| $ 1,884.49 |
| $ 1,950.45 |
| $ 1,988.14 |
| 0001DE |
| Provide and install precast concrete manhole in accordance with specifications, 5' I.D. X 6' deep, includes frame & cover |
| EA |
| $ 2,293.91 |
| $ 2,293.91 |
| $ 2,374.20 |
| $ 2,420.08 |
| 0001DF |
| Provide and install precast concrete manhole in accordance with specifications, 6' I.D. X 4' deep, includes frame & cover |
| EA |
| $ 2,502.02 |
| $ 2,502.02 |
| $ 2,589.59 |
| $ 2,639.63 |
| 0001DG |
| Provide and install precast concrete manhole in accordance with specifications, 6' I.D. X 6' deep, includes frame & cover |
| EA |
| $ 3,017.45 |
| $ 3,017.45 |
| $ 3,123.06 |
| $ 3,183.41 |
| 0001DH |
| Provide and install precast concrete catchbasin in accordance with specifications, 4' I.D. X 4' deep, includes frame & grate |
| EA |
| $ 1,676.29 |
| $ 1,676.29 |
| $ 1,734.96 |
| $ 1,768.49 |
| 0001DJ |
| Provide and install precast concrete catchbasin in accordance with specifications, 4' I.D. X 6' deep, includes frame & grate |
| EA |
| $ 2,030.66 |
| $ 2,030.66 |
| $ 2,101.73 |
| $ 2,142.35 |
| 0001DK |
| Provide and install precast concrete catchbasin in accordance with specifications, 5' I.D. X 4' deep, includes frame & grate |
| EA |
| $ 1,996.68 |
| $ 1,996.68 |
| $ 2,066.56 |
| $ 2,106.50 |
| 0001DL |
| Provide and install precast concrete catchbasin in accordance with specifications,5' I.D. X 6' deep, includes frame & grate |
| EA |
| $ 2,618.78 |
| $ 2,618.78 |
| $ 2,710.44 |
| $ 2,762.81 |
| 0001DM |
| Remove existing curb inlet, partially demolish existing catchbasin and construct new catchbasin and install new combination inlet and grate. Repair damaged areas around work site,restore grassed areas |
| EA |
| $4,503.78 |
| $ 4,503.78 |
| $ 4,661.41 |
| $ 4,751.49 |
| 0001DN |
| Provide and install 2" PVC Sch 40 conduit under roadways and parking areas in accordance with specifications, drawings and current electrical codes |
| LF |
| $ 9.90 |
| $ 9.90 |
| $ 10.25 |
| $ 10.44 |
| 0001DP |
| Provide and install 4" PVC Sch 40 conduit under roadways and parking areas in accordance with specifications, drawings and current electrical codes |
| LF |
| $ 18.84 |
| $ 18.84 |
| $ 19.50 |
| $ 19.88 |
| 0001DQ |
| Provide and install lighting standard screw-in foundation (see Appendix P-1) 5' long 6" dia. With cableway entry at 24" below baseplate and 9" to 14" Bolt Circle |
| EA |
| $ 545.05 |
| $ 545.05 |
| $ 564.13 |
| $ 575.03 |
| 0001DR |
| Provide and install lighting standard screw-in foundation (see Appendix P-1) 5' long 8" dia. With cableway entry at 24" below baseplate and 11" to 17" Bolt Circle |
| EA |
| $ 634.87 |
| $ 634.87 |
| $ 657.09 |
| $ 669.79 |
| 00021S |
| Provide and install lighting standard screw-in foundation (see Appendix P-1) 7' long 8" dia. With cableway entry at 24" below baseplate and 11" to 17" Bolt Circle |
| EA |
| $ 679.79 |
| $ 679.79 |
| $ 703.58 |
| $ 717.18 |
| 0001DT |
| Provide and install 6" PVC Sch 80 pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 53.32 |
| $ 53.32 |
| $ 55.19 |
| $ 56.25 |
| 0001DU |
| Provide and install 8" PVC Sch 80 pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 49.53 |
| $ 49.53 |
| $ 51.26 |
| $ 52.25 |
| 0001DV |
| Provide and install 10" PVC Sch 80 pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 65.50 |
| $ 65.50 |
| $ 67.79 |
| $ 69.10 |
| 0001DW |
| Provide and install 12" PVC Sch 80 pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 78.12 |
| $ 78.12 |
| $ 80.85 |
| $ 82.42 |
| 0001DX |
| Provide and install 16" PVC Sch 80 AWWA C905,PR100 DR 41 pipe under roadways and parking areas in accordance with spicifications, drawings and current plumbing codes |
| LF |
| $ 217.74 |
| $ 217.74 |
| $ 225.36 |
| $ 229.72 |
| 0001DY |
| Provide and install 6" S.D.R. 35, drainage and sewer pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 6.36 |
| $ 6.36 |
| $ 6.58 |
| $ 6.71 |
| 0001DZ |
| Provide and install 8" S.D.R. 35, drainage and sewer pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 9.12 |
| $ 9.12 |
| $ 9.44 |
| $ 9.62 |
| 0001EA |
| Provide and install 10" S.D.R. 35, drainage and sewer pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 10.73 |
| $ 10.73 |
| $ 11.11 |
| $ 11.32 |
| 0001EB |
| Provide and install 12" S.D.R. 35, drainage and sewer pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 14.10 |
| $ 14.10 |
| $ 14.59 |
| $ 14.88 |
| 0001EC |
| Provide and install 15" S.D.R. 35, drainage and sewer pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 32.97 |
| $ 32.97 |
| $ 34.12 |
| $ 34.78 |
| 0001ED |
| Provide and install 18" S.D.R. 35, drainage and sewer pipe under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 52.34 |
| $ 52.34 |
| $ 54.17 |
| $ 55.22 |
| 0001EE |
| Provide and install 12" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 20.73 |
| $ 20.73 |
| $ 21.46 |
| $ 21.87 |
| 0001EF |
| Provide and install 15" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 25.81 |
| $ 25.81 |
| $ 26.71 |
| $ 27.23 |
| 0001EG |
| Provide and install 18" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 28.82 |
| $ 28.82 |
| $ 29.83 |
| $ 30.41 |
| 0001EH |
| Provide and install 21" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 38.54 |
| $ 38.54 |
| $ 39.89 |
| $ 40.66 |
| 0001EI |
| Provide and install 24" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 48.12 |
| $ 48.12 |
| $ 49.80 |
| $ 50.77 |
| 0001EJ |
| Provide and install 27" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 68.37 |
| $ 68.37 |
| $ 70.76 |
| $ 72.13 |
| 0001EK |
| Provide and install 30" dia sewerage and drainage concrete piping, reinf culvert, class 3 w/o gaskets, under roadways and parking areas in accordance with specifications, drawings and current plumbing codes |
| LF |
| $ 74.79 |
| $ 74.79 |
| $ 77.41 |
| $ 78.90 |
| 0001EL |
| Provide and place conditioned topsoil 4" deep by hand |
| SY |
| $ 4.82 |
| $ 4.82 |
| $ 4.99 |
| $ 5.09 |
| 0001EM |
| Provide and place conditioned topsoil 4" deep using dozer |
| SY |
| $ 2.93 |
| $ 2.93 |
| $ 3.03 |
| $ 3.09 |
| 0001EN |
| Hydroseed areas as ordered and directed over and above the quantities required in other work items under this contract, includes mulch and fertilizer. Athletic Field Mix 8 lb per MSF |
| SY |
| $ 0.28 |
| $ 0.28 |
| $ 0.29 |
| $ 0.30 |
| 0001EO |
| Provide and place rye grass seed, rake, hay hand spread |
| SY |
| $ 1.12 |
| $ 1.12 |
| $ 1.16 |
| $ 1.18 |
| 0001EP |
| Provide and place grass sod as directed and ordered |
| SY |
| $ 6.38 |
| $ 6.38 |
| $ 6.60 |
| $ 6.73 |
| 0001EQ |
| Make all necessary preparations and paint (latex) new 4" wide SOLID OR SKIP lines on roads or parking areas (White or Yellow in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| LF |
| $ 0.29 |
| $ 0.29 |
| $ 0.30 |
| $ 0.31 |
| 0001ER |
| Make all necessary preparations and paint (latex) new 12" solid lines for CROSSWALKS on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| LF |
| $ 2.18 |
| $ 2.18 |
| $ 2.26 |
| $ 2.30 |
| 0001ES |
| Make all necessary preparations and paint (latex) new 18" solid lines for STOP LINES on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| LF |
| $ 1.08 |
| $ 1.08 |
| $ 1.12 |
| $ 1.14 |
| 0001ET |
| Make all necessary preparations and paint (latex) new ARROW markings on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| SF |
| $ 2.07 |
| $ 2.07 |
| $ 2.14 |
| $ 2.18 |
| 0001EU |
| Make all necessary preparations and paint (latex) new 24" high RESERVED letters (Set) on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| SF |
| $ 2.07 |
| $ 2.07 |
| $ 2.14 |
| $ 2.18 |
| 0001EV |
| Make all necessary preparations and paint (latex) new 24" high STOP letters (Set) on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| EA |
| $ 52.65 |
| $ 52.65 |
| $ 54.49 |
| $ 55.55 |
| 0001EW |
| Make all necessary preparations and paint (latex) new 24" high NO PARKING letters (Set) on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| EA |
| $ 133.49 |
| $ 133.49 |
| $ 138.16 |
| $ 140.83 |
| 0001EX |
| Make all necessary preparations and paint (latex) new 24' high ONLY letters (set) on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor |
| EA |
| $ 52.78 |
| $ 52.78 |
| $ 54.63 |
| $ 55.68 |
| 0001EY |
| Make all neces-sary preparations and paint (latex) new LETTERS and NUMBERS on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor - Letters and Numbers 6" high |
| EA |
| $ 2.97 |
| $ 2.97 |
| $ 3.07 |
| $ 3.13 |
| 0001EZ |
| Make all neces-sary preparations and paint (latex) new HANDICAP LOGO on parking areas (Blue in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor - |
| SF |
| $ 41.74 |
| $ 41.74 |
| $ 43.20 |
| $ 44.04 |
| 0001FA |
| Remove old markings by painting out |
| LF |
| $ 0.32 |
| $ 0.32 |
| $ 0.33 |
| $ 0.34 |
| 0001FB |
| Remove old markings by use of mechanical grinding equip |
| LF |
| $ 0.98 |
| $ 0.98 |
| $ 1.01 |
| $ 1.03 |
| 0001FC |
| Make all necessary preparations and paint (latex) new 4" wide SOLID OR SKIP lines on parking areas only(White or Yellow in color) reflective or non-reflective(DURING NON-DUTY HRS) NOTE: All new markings shall be laid out by Contractor |
| LF |
| $ 0.33 |
| $ 0.33 |
| $ 0.34 |
| $ 0.35 |
| 0001FD |
| Make all necessary preparations and paint (latex) new 12" solid lines for CROSSWALKS Iin parking areas only(White in color) reflective or non-reflective DURING NON-DUTY HRS. NOTE: All new markings shall be laid out by Contractor |
| LF |
| $ 2.79 |
| $ 2.79 |
| $ 2.89 |
| $ 2.94 |
| 0001FE |
| Make all necessary preparations and paint (latex) new 18" solid lines for STOP LINES In parking areas only(White in color) reflective or non-reflective, DURING NON-DUTY HRS. NOTE: All new markings shall be laid out by Contractor |
| LF |
| $ 1.21 |
| $ 1.21 |
| $ 1.25 |
| $ 1.28 |
| 0001FF |
| Make all necessary preparations and paint (latex) new ARROW markings in parking areas only (White in color) reflective or non-reflective (DURING NON-DUTY HRS). NOTE: All new markings shall be laid out by Contractor |
| SF |
| $ 2.15 |
| $ 2.15 |
| $ 2.23 |
| $ 2.27 |
| 0001FG |
| Make all necessary preparations and paint (latex) new 24" high STOP letters (set)in parking areas only(White in color) reflective or non-reflective (DURING NON-DUTY HRS). NOTE: All new markings shall be laid out by Contractor |
| EA |
| $ 67.57 |
| $ 67.57 |
| $ 69.93 |
| $ 71.29 |
| 0001FH |
| Make all necessary preparations and paint (latex) new 24' high NO PARKING letters (set) in parking areas only(White in color) reflective or non-reflective (DURING NON-DUTY HRS). NOTE: All new markings shall be laid out by Contractor |
| EA |
| $ 170.83 |
| $ 170.83 |
| $ 176.81 |
| $ 180.23 |
| 0001FI |
| Make all necessary preparations and paint (latex) new 24" high ONLY letters (set) in parking areas only (White in color) reflective or non-reflective DURING NON-DUTY HRS. NOTE: All new markings shall be laid out by Contractor |
| EA |
| $ 67.04 |
| $ 67.04 |
| $ 69.39 |
| $ 70.73 |
| 0001FJ |
| Make all necessary preparations and paint (latex) new LETTERS and NUMBERS on roads or parking areas (White in color) reflective or non-reflective. NOTE: All new markings shall be laid out by Contractor - Letters and Numbers 4" high |
| EA |
| $ 3.41 |
| $ 3.41 |
| $ 3.53 |
| $ 3.60 |
| 0001FK |
| Make all neces-sary preparations and paint (latex) new HANDAP LOGO In parking areas only(BLUE in color) reflective or non-reflective (DURING NON-DUTY HRS). NOTE: All new markings shall be laid out by Contractor - Ltrs & Nrs 4" high |
| EA |
| $ 48.34 |
| $ 48.34 |
| $ 50.03 |
| $ 51.00 |
| 0001FL |
| Remove old markings by painting out DURING NON-DUTY HOURS |
| LF |
| $ 0.49 |
| $ 0.49 |
| $ 0.51 |
| $ 0.52 |
| 0001FM |
| Remove old markings by use of mechanical grinding equip. DURING NON-DUTY HOURS |
| LF |
| $ 1.29 |
| $ 1.29 |
| $ 1.34 |
| $ 1.36 |
| 0001FN |
| Make all necessary prep and paint new 4" SOLID OR SKIP LINES on roads or parking areas w/THERMO-PLASTIC material, reflective or non-reflective. NOTE: All new markings shall be laid out by the contractor |
| LF |
| $ 1.03 |
| $ 1.03 |
| $ 1.07 |
| $ 1.09 |
| 0001FP |
| Make all necessary prep and paint new CROSSWALK markings on roads or parking areas w/THERMO-PLASTIC material, reflective or non-reflective. NOTE: All new markings shall be laid out by the contractor |
| LF |
| $ 8.79 |
| $ 8.79 |
| $ 9.10 |
| $ 9.27 |
| 0001FQ |
| Make all necessary prep and paint new 18" wide STOP LINE on roads or parking areas w/THERMO-PLASTIC material, reflective or non-reflective. NOTE: All new markings shall be laid out by the contractor |
| LF |
| $ 2.67 |
| $ 2.67 |
| $ 2.76 |
| $ 2.82 |
| 0001FR |
| Make all necessary prep and paint new ARROW markings on roads or parking areas w/THERMO-PLASTIC material, reflective or non-reflective. NOTE: All new markings shall be laid out by the contractor |
| SF |
| $ 2.54 |
| $ 2.54 |
| $ 2.63 |
| $ 2.68 |
| 0001FS |
| Make all necessary prep and paint new 8' high STOP letters (set) on roads or parking areas w/THERMO-PLASTIC material, reflective or non-reflective. NOTE: All new markings shall be laid out by the contractor |
| EA |
| $ 128.35 |
| $ 128.35 |
| $ 132.84 |
| $ 135.41 |
| 0001FT |
| Make all necessary prep and paint new 8' high ONLY letters (set) on roads or parking areas w/THERMO-PLASTIC material, reflective or non-reflective. NOTE: All new markings shall be laid out by the contractor |
| EA |
| $ 128.27 |
| $ 128.27 |
| $ 132.76 |
| $ 135.32 |
| 0001FU |
| Make all necessary prep and remove LATEX painted CROSSWALK markings on roads and parking areas and repaint w/THERMO-PLASTIC materials (White in color) reflective or non-reflective) |
| LF |
| $ 11.78 |
| $ 11.78 |
| $ 12.19 |
| $ 12.43 |
| 0001FV |
| Make all necessary preparations & remove LATEX painted 4" wide SOLID or SKIP LINES on roads and parking areas and repaint w/THERMOPLASTIC materials (white in color) reflective or non-reflective DURING NON-DUTY HOURS |
| LF |
| $ 1.21 |
| $ 1.21 |
| $ 1.25 |
| $ 1.28 |
| 0001FW |
| Make all necessary prep and remove LATEX painted 18" STOP LINES on roads and parking areas and repaint w/THERMO-PLASTIC materials (White in color) reflective or non-reflective) |
| LF |
| $ 4.39 |
| $ 4.39 |
| $ 4.54 |
| $ 4.63 |
| 0001FX |
| Make all necessary prep and remove LATEX painted ARROW markings on roads and parking areas and repaint w/THERMO-PLASTIC materials (White in color) reflective or non-reflective) |
| SF |
| $ 4.93 |
| $ 4.93 |
| $ 5.10 |
| $ 5.20 |
| 0001FY |
| Make all necessary prep and remove LATEX painted STOPletters on roads and parking areas and repaint w/THERMO-PLASTIC materials (White in color) reflective or non-reflective) |
| EA |
| $ 243.75 |
| $ 243.75 |
| $ 252.28 |
| $ 257.16 |
| 0001FZ |
| Make all necessary prep and remove LATEX painted ONLY letters on roads and parking areas and repaint w/THERMO-PLASTIC materials(White in color)reflective or non-reflectiv |
| EA |
| $ 368.22 |
| $ 368.22 |
| $ 381.11 |
| $ 388.47 |
| 0001GA |
| Remove existing curb inlet, partially demolish existing catchbasin and construct new catchbasin and install new combination inlet and grate. Repair damaged areas around work site, restore grassed areas |
| EA |
| $ 4,527.60 |
| $ 4,527.60 |
| $ 4,686.07 |
| $ 4,776.62 |
| 0001GB |
| ADJUST METAL TRENCH OR UTILITY COVER: includes removal of cover,fabricate and install adapter ring and reinstall cover. |
| EA |
| $ 210.57 |
| $ 210.57 |
| $ 217.94 |
| $ 222.15 |
| 0001GC |
| ADJUST CONCRETE TRENCH OR UTILITY COVER: includes removal of cover,fabricate and install adapter ring and reinstall cover. |
| EA |
| $ 289.76 |
| $ 289.76 |
| $ 299.90 |
| $ 305.70 |
| 0001GD |
| REPLACE BROKEN/DAMAGED REINFORCED CONCRETE TRENCH OR UTILITY COVER: includes removal and disposal of old cover, clean tunnel/trench and dispose of debris from site. Cast new cover using 4,000 lb concrete to match existing complete w/No. 4 rebar tied 6" o. |
| SF |
| $ 7.84 |
| $ 7.84 |
| $ 8.11 |
| $ 8.27 |
| 0001GE |
| CORE BORE DRILLING (SAMPLE): of bituminous and/concrete materials including reinforced concrete, 3" dia. X 12" long |
| EA |
| $ 64.24 |
| $ 64.24 |
| $ 66.49 |
| $ 67.77 |
| 0001GF |
| Repair Pot Holes up to & incl 2" deep, a minimum of 6" wide, work incl cutting, jackhammering and cleaning of hole, disposal of debris, placement of matching asphaltic materials to patch hole and sealing with joint sealer between new and existing pavemen |
| SF |
| $ 2.38 |
| $ 2.38 |
| $ 2.46 |
| $ 2.51 |
| 0001GG |
| Repair Pot Holes over 2" up to & incl 4" deep, a minimum of 6" wide, work incl cutting, jack-hammering and cleaning of hole, disposal of debris, placement of matching asphaltic materials to patch hole and sealing with joint sealer between new and existi |
| SF |
| $ 3.78 |
| $ 3.78 |
| $ 3.91 |
| $ 3.99 |
| 0001GH |
| Repair Pot Holes over 4"up to & incl 6" deep, a minimum of 6" wide, work incl cutting, jack-hammering and cleaning of hole, disposal of debris, placement of matching asphaltic materials to patch hole and sealing with joint sealer between new and existin |
| SF |
| $ 4.39 |
| $ 4.39 |
| $ 4.54 |
| $ 4.63 |
| 0001GI |
| Repair Pot Holes over 6"up to & incl 8" deep, a minimum of 6" wide, work incl cutting, jack-hammering and cleaning of hole, disposal of debris, placement of matching asphaltic materials to patch hole and sealing with joint sealer between new and existin |
| SF |
| $ 5.90 |
| $ 5.90 |
| $ 6.11 |
| $ 6.22 |
| 0002GJ |
| Repair Pot Holes over 8"up to & incl 10" deep, a minimum of 6" wide, work incl cutting, jack-hammering and cleaning of hole, disposal of debris, placement of matching asphaltic materials to patch hole and sealing with joint sealer between new & existin |
| SF |
| $ 6.80 |
| $ 6.80 |
| $ 7.04 |
| $ 7.17 |
| 0001GK |
| Repair Pot Holes over 10"up to & incl 12" deep, a minimum of 6" wide, work incl cutting, jack-hammering and cleaning of hole, disposal of debris, placement of matching asphaltic materials to patch hole and sealing with joint sealer between new and exist |
| SF |
| $ 7.05 |
| $ 7.05 |
| $ 7.30 |
| $ 7.44 |
| 0001GL |
| Excavate, provide and install concrete light bases for parking lot/street lights. To include excavation concrete, sono tube, reinf rod, finishing, backfill and compaction |
| EA |
| $ 703.48 |
| $ 703.48 |
| $ 728.10 |
| $ 742.17 |
| 0001GM |
| ADDITIONAL LAYOUT WORK (Over and above the layout required in each line item), (Survey crew of 2 persons, to layout and set site dimensions and elevations provided on design plans in preparation for construction of various roads, parking lots, curbs, sid |
| CRW HR |
| $ 162.90 |
| $ 162.90 |
| $ 168.60 |
| $ 171.86 |
| 0001GN |
| ADDITIONAL LAYOUT WORK (Over and above the layout required in each line item), Support for Survey party, includes drafting, calculations and verification and/or correction of dimensions and drawing details |
| HR |
| $ 97.08 |
| $ 97.08 |
| $ 100.48 |
| $ 102.42 |
| 0001GP |
| Provide NON- PREPRICED items ordered at time of requirement and priced and negotiated. NON-PREPRICED ITEMS SHALL NOT EXCEED TEN PERCENT (10%) OF AN INDIVIDUAL DELIVERY ORDER |
| LOT |
| VALUE |
| VALUE |
| #VALUE! |
| #VALUE! |
| 0001GQ |
| Remove existing concrete sidewalk, pad or patio, mesh reinf, dispose of and install new 4" thick concrete with fibrous concrete 3000 psi, sidewalk, broom finish |
| SY |
| $ 31.02 |
| $ 31.02 |
| $ 32.11 |
| $ 32.73 |
| 0001GR |
| Remove existing concrete sidewalk, pad or patio, mesh reinf, dispose of and install new 6" thick concrete with fibrous concrete 3000 psi, sidewalk, broom finish |
| SY |
| $ 48.17 |
| $ 48.17 |
| $ 49.86 |
| $ 50.82 |
| 0001GS |
| Excavate 8" deep, provide and place 4" deep recycled concrete base and place concrete sidewalk, pad or patio 4" thick with fibrous concrete 3000 psi, broom finish |
| SY |
| $ 31.63 |
| $ 31.63 |
| $ 32.74 |
| $ 33.37 |
| 0001GT |
| Excavate 12" deep, provide and place 6" deep recycled concrete and place concrete sidewalk, pad or patio 6" thick with fibrous concrete 3000 psi, broom finish |
| SY |
| $ 40.25 |
| $ 40.25 |
| $ 41.66 |
| $ 42.46 |
| 0001GU |
| Excavate 16" deep, provide and place 8" deep recycled concrete base and place concrete sidewalk, pad or patio 8" thick with fibrous concrete 3000 psi, broom finish |
| SY |
| $ 78.12 |
| $ 78.12 |
| $ 80.85 |
| $ 82.42 |
| 0001GV |
| Excavate 12" deep, provide and place 6" deep recycled concrete and place concrete driveway 6" thick with fibrous concrete 3000 psi, broom finish |
| SY |
| $ 35.87 |
| $ 35.87 |
| $ 37.13 |
| $ 37.84 |
| 0001GW |
| COMPACTION: using riding steel wheel roller, 12" lifts, 4 passes |
| CY |
| $ 0.46 |
| $ 0.46 |
| $ 0.48 |
| $ 0.49 |
| 0001GX |
| Provide and place Reclaimed Asphalt Pavement (RAP), Dense Grade Aggregate (DGA) including compaction. MUST MEET 1998 NJ STATE HWY SPEC. para. 901-09 |
| CY |
| $ 9.52 |
| $ 9.52 |
| $ 9.85 |
| $ 10.04 |
| 0001GY |
| Construct new roadway, excavate 18", furnish and place 6" subbase RECLAIMED ASPHALT PAVEMENT (RAP), DENSE GRADE AGGREGATE (DGA) (Must Meet1998 NJ Highway Specifications Paragraph 901-9)), compacted, 4" bituminous concrete base course and 2" bituminous co |
| SY |
| $ 32.55 |
| $ 32.55 |
| $ 33.69 |
| $ 34.34 |
| 0001GZ |
| Construct new parking area , excavate 10", furnish and place 6" subbase of RECLAIMED ASPHALT PAVEMENT (RAP), DENSE GRADE AGGREGATE (DGA) (Must Meet NJ State Highway Specifications) compacted, 2" bituminous concrete base course and 2" bituminous concrete |
| SY |
| $ 26.17 |
| $ 26.17 |
| $ 27.09 |
| $ 27.61 |
| 0001HA |
| Welded wire fabric, 6" X 6" - W4 X W4 (4 X 4), 58 lb per 100 SF |
| SF |
| $ 5.21 |
| $ 5.21 |
| $ 5.39 |
| $ 5.50 |
| 0001HB |
| Reinforcing in place, A615 Gr 60, slab on grade, #3 to #7 |
| LB |
| $ 0.57 |
| $ 0.57 |
| $ 0.59 |
| $ 0.60 |
| 0001HC |
| Concrete admixtures/additives, sealer, clear, 450 SF, max |
| GAL |
| $ 19.49 |
| $ 19.49 |
| $ 20.17 |
| $ 20.56 |
| 0001HD |
| Waterstop, PVC, ribbed 3/16" thick, 6" wide |
| LF |
| $ 3.62 |
| $ 3.62 |
| $ 3.75 |
| $ 3.82 |
| 0001HE |
| Erosion control, silt fence, polypropylene, 3' high, adverse conditions includes burying 6" below surface install and remove |
| LF |
| $ 0.91 |
| $ 0.91 |
| $ 0.94 |
| $ 0.96 |
| 0001HF |
| Erosion control, hay bales, staked placed and removed |
| LF |
| $ 2.27 |
| $ 2.27 |
| $ 2.35 |
| $ 2.39 |
| 0001HG |
| Erosion control, polypropylene mesh, stapled, 6.5 oz./s.y |
| SY |
| $ 1.46 |
| $ 1.46 |
| $ 1.51 |
| $ 1.54 |
| 0001HH |
| Curb, indian granite (Belgian Block) , jumbo, 10-1/2"x4-1/2", grey |
| LF |
| $ 17.31 |
| $ 17.31 |
| $ 17.92 |
| $ 18.26 |
| 0001HI |
| Stone wall, retaining wall, cut stone, 6' to 10' hi, 2' thk, dry set |
| SF |
| $ 34.03 |
| $ 34.03 |
| $ 35.22 |
| $ 35.90 |
| 0001HJ |
| Provide and install 2" ball relief valve , and pipe plug |
| EA |
| $ 374.08 |
| $ 374.08 |
| $ 387.17 |
| $ 394.65 |
| 0001HK |
| Provide Cart to wheel and place concrete to areas inaccessible to concrete truck (to be used for only inaccessible areas) |
| SY |
| $ 2.90 |
| $ 2.90 |
| $ 3.00 |
| $ 3.06 |
| 0001HL |
| Provide edge forms and bulkhead forms as required up to 6" high , for sidewalks, pads and driveways |
| LF |
| $ 2.34 |
| $ 2.34 |
| $ 2.42 |
| $ 2.47 |
| 0001HM |
| Provide edge forms and bulkhead forms as required up 7" to 12" high, for sidewalks, pads and driveways |
| LF |
| $ 3.56 |
| $ 3.56 |
| $ 3.68 |
| $ 3.76 |
| 0001HN |
| Metal lath, diamond, expanded, 3.4 lb. per S.Y., galvanized |
| SF |
| $ 5.68 |
| $ 5.68 |
| $ 5.88 |
| $ 5.99 |
| 0001HP |
| Stucco, exterior stucco, with bonding agent, 3 coats, on walls, no mesh inc |
| SF |
| $ 6.45 |
| $ 6.45 |
| $ 6.68 |
| $ 6.80 |
| 0001HQ |
| Stucco, exterior stucco, with bonding agent, 3 coats, ceilings, np mesh incl |
| SF |
| $ 7.38 |
| $ 7.38 |
| $ 7.64 |
| $ 7.79 |
| 0001HR |
| Stucco, exterior stucco, with bonding agent, 3 coats, columns, no mesh incl |
| SF |
| $ 6.25 |
| $ 6.25 |
| $ 6.47 |
| $ 6.59 |
| 0001HS |
| Stucco, exterior stucco, with bonding agent, 3 coats, beams, no mesh incl |
| SF |
| $ 6.45 |
| $ 6.45 |
| $ 6.68 |
| $ 6.80 |
| 0001HT |
| Stucco, mesh, painted, nailed to wood, 1.8 lb. |
| SF |
| $ 4.91 |
| $ 4.91 |
| $ 5.08 |
| $ 5.18 |
| 0001HU |
| Stucco, mesh, painted, nailed to wood, 3.6 lb. |
| SF |
| $ 5.68 |
| $ 5.68 |
| $ 5.88 |
| $ 5.99 |
| 0001HV |
| Stucco, mesh, wired to steel, painted, 1.8 lb. |
| SF |
| $ 5.68 |
| $ 5.68 |
| $ 5.88 |
| $ 5.99 |
| 0001HW |
| Stucco, mesh, wired to steel, painted, 3.6 lb. |
| SF |
| $ 7.33 |
| $ 7.33 |
| $ 7.59 |
| $ 7.73 |
| 0001HX |
| Compaction, riding, vibrating roller, 6" lifts, 2 passes |
| CY |
| $ 0.35 |
| $ 0.35 |
| $ 0.36 |
| $ 0.37 |
| 0001HY |
| Compaction, riding, vibrating roller, 6" lifts, 3 passes |
| CY |
| $ 0.49 |
| $ 0.49 |
| $ 0.51 |
| $ 0.52 |
| 0001HZ |
| Compaction, riding, vibrating roller, 6" lifts, 4 passes |
| CY |
| $ 0.50 |
| $ 0.50 |
| $ 0.52 |
| $ 0.53 |
| 0001JA |
| Compaction, riding, vibrating roller, 12" lifts, 2 passes |
| CY |
| $ 0.14 |
| $ 0.14 |
| $ 0.14 |
| $ 0.15 |
| 0001JB |
| Compaction, riding, vibrating roller, 12" lifts, 3 passes |
| CY |
| $ 0.28 |
| $ 0.28 |
| $ 0.29 |
| $ 0.30 |
| 0001JC |
| Compaction, riding, vibrating roller, 12" lifts, 4 passes |
| CY |
| $ 0.41 |
| $ 0.41 |
| $ 0.42 |
| $ 0.43 |
| 0001JD |
| Compaction,struct. or trench,walk behind, vib. plate 18" wide, 6" lifts |
| CY |
| $ 1.95 |
| $ 1.95 |
| $ 2.02 |
| $ 2.06 |
| 0001JE |
| Compaction, walk behind, vibrating plate 18" wide, 6" lifts, 3 passes |
| CY |
| $ 2.08 |
| $ 2.08 |
| $ 2.15 |
| $ 2.19 |
| 0001JF |
| Compaction, walk behind, vibrating plate 18" wide, 6" lifts, 4 passes |
| CY |
| $ 2.94 |
| $ 2.94 |
| $ 3.04 |
| $ 3.10 |
| 0001JG |
| Compaction, walk behind, vibrating pl 18" wide, 12" lifts, 2 passes |
| CY |
| $ 0.79 |
| $ 0.79 |
| $ 0.82 |
| $ 0.83 |
| 0001JH |
| Compaction, walk behind, vibrating pl 18" wide, 12" lifts, 3 passes |
| CY |
| $ 1.27 |
| $ 1.27 |
| $ 1.31 |
| $ 1.34 |
| 0001JI |
| Compaction, walk behind, vibrating pl 18" wide, 12" lifts, 4 passes |
| CY |
| $ 1.47 |
| $ 1.47 |
| $ 1.52 |
| $ 1.55 |
| 0001JJ |
| Soil testing, permeability, recompacted |
| EA |
| $ 283.59 |
| $ 283.59 |
| $ 293.52 |
| $ 299.19 |
| 0001JK |
| Soil test, permeability variable or constant head, undist., ASTM D 2434 |
| EA |
| $ 322.25 |
| $ 322.25 |
| $ 333.53 |
| $ 339.97 |
| 0001JL |
| Cement parging, 2 coats, waterproofed Portland cement |
| SF |
| $ 3.18 |
| $ 3.18 |
| $ 3.29 |
| $ 3.35 |
| 0001JM |
| Stair tread inserts, extruded aluminum safety tread,6"wide |
| LF |
| $ 21.00 |
| $ 21.00 |
| $ 21.74 |
| $ 22.16 |
| 0001JN |
| Construct new roadway, excavate 12", furnish and place 6" subbase of 3/4" to 1" crushed quarry processed stone, compacted, 4" bituminous concrete base course and 2" bituminous concrete surface course(Use NJ State Mix I-2 for base course, and NJ State Mix |
| SY |
| $ 1,386.06 |
| $ 1,386.06 |
| $ 1,434.57 |
| $ 1,462.29 |
| 0001JP |
| Caulking & sealants, polyurethane, 1 - 2 cmpnt,bulk,in place, 1"x1/2" to seal expansion joints in concrete floor |
| LF |
| $ 4.62 |
| $ 4.62 |
| $ 4.78 |
| $ 4.87 |
| 0001JQ |
| Caulking&sealants, polysulfide cmpd, 1 or 2 cmpnt, 1"x1/2", 38 LF/gal to seal expansion joints in concrete floor |
| LF |
| $ 3.11 |
| $ 3.11 |
| $ 3.22 |
| $ 3.28 |
| 0001JR |
| Excavating, bulk, dozer, 200 HP, 300' haul, common earth |
| CY |
| $ 1.80 |
| $ 1.80 |
| $ 1.86 |
| $ 1.90 |
| 0001JS |
| Concrete in place, bollard, round, tied, 16" diam, X 8' long max reinforcing |
| C.Y. |
| $ 4.30 |
| $ 4.30 |
| $ 4.45 |
| $ 4.54 |
| 0001JT |
| Forms in place, columns, round fiberglass, 4 use/mo, rent, 16" dia |
| L.F. |
| $ 4.79 |
| $ 4.79 |
| $ 4.96 |
| $ 5.05 |
| 0001JU |
| Excavate trench, 4'-6' D, 1/2 CY loader |
| C.Y. |
| $ 180.22 |
| $ 180.22 |
| $ 186.53 |
| $ 190.13 |
| 0001JV |
| Excavate trench, for tamping backfilled trenches, air tamp, add |
| C.Y. |
| $ 3.12 |
| $ 3.12 |
| $ 3.23 |
| $ 3.29 |
| 0001JW |
| Excavate trench, backfill trench, FE loader, whl mtd, 1 CY bkt, min haul |
| C.Y. |
| $ 1.85 |
| $ 1.85 |
| $ 1.91 |
| $ 1.95 |
| 0001JX |
| Forms in place, footings, continuous wall, plywood, 2 use |
| SFCA |
| $ 6.53 |
| $ 6.53 |
| $ 6.76 |
| $ 6.89 |
| 0001JY |
| Forms in place, footings, spread footings, plywood, 2 use |
| SFCA |
| $ 4.49 |
| $ 4.49 |
| $ 4.65 |
| $ 4.74 |
| 0001JZ |
| Concrete in place, footings, spread, over 5 C.Y. |
| C.Y. |
| $ 187.40 |
| $ 187.40 |
| $ 193.96 |
| $ 197.71 |
| 0001KA |
| Pipe steel Schedule 80, black 8' dia., filled with 5,000 psi concrete |
| LF |
| $ 114.55 |
| $ 114.55 |
| $ 118.56 |
| $ 120.85 |
| 0001KB |
| Set in place precast bollards, 18" dia X 36" high, after footing concrete is setup |
| EA |
| $ 123.38 |
| $ 123.38 |
| $ 127.70 |
| $ 130.17 |
| 0001KC |
| Conduit PVC Sched 40, 1" dia. Incl supports |
| LF |
| $ 3.87 |
| $ 3.87 |
| $ 4.01 |
| $ 4.08 |
| 0001KD |
| Mulch, hay, 1" deep, hand spread |
| S.Y. |
| $ 1.02 |
| $ 1.02 |
| $ 1.06 |
| $ 1.08 |
| 0001KE |
| Mulch, oat straw, 1" deep, hand spread |
| S.Y. |
| $ 0.77 |
| $ 0.77 |
| $ 0.80 |
| $ 0.81 |
| 0001KF |
| Remove and depose off installation trees 1' up to 4' circumference including stump removal. |
| EA |
| $ 89.00 |
| $ 89.00 |
| $ 92.12 |
| $ 93.90 |
| 0001KG |
| Remove and depose off installation trees greater than 4' circumference to 8' circumference including stump removal |
| EA |
| $ 140.00 |
| $ 140.00 |
| $ 144.90 |
| $ 147.70 |
| 0001KH |
| Clear & grub,conifer,to 8" dia, tree thinning, feller buncher |
| EA |
| $ 2.83 |
| $ 2.83 |
| $ 2.93 |
| $ 2.99 |
| 0001KJ |
| Clear & grub,conifer,12" dia, tree thinning, feller buncher |
| EA |
| $ 4.70 |
| $ 4.70 |
| $ 4.86 |
| $ 4.96 |
| 0001KK |
| Stripping,topsoil,sandy loam, ideal conditions,200 H.P. dozer, stripping & stockpiling |
| C.Y. |
| $ 0.63 |
| $ 0.63 |
| $ 0.65 |
| $ 0.66 |
| 0001KL |
| Stripping,topsoil,sandy loam, adverse conditions,200 H.P. dozer,stripping & stockpiling |
| C.Y. |
| $ 1.13 |
| $ 1.13 |
| $ 1.17 |
| $ 1.19 |
| 0001KM |
| Seeding, fine grading and seeding, with equipment |
| S.Y. |
| $ 1.84 |
| $ 1.84 |
| $ 1.90 |
| $ 1.94 |
| 0001KN |
| Rigid galvanized steel conduit, 1" diameter, to 15' H, incl 2 terminations, 2 elbows & 11 beam clamps per 100 LF |
| L.F. |
| $ 10.27 |
| $ 10.27 |
| $ 10.63 |
| $ 10.83 |
| 0001KP |
| Rigid galvanized steel conduit, 2" diameter,in trench includes terminations & fittings |
| L.F. |
| $ 7.87 |
| $ 7.87 |
| $ 8.15 |
| $ 8.30 |
| 0001KQ |
| Rigid galvanized steel conduit, 4" diameter,in trench includes terminations & fittings |
| L.F. |
| $ 29.19 |
| $ 29.19 |
| $ 30.21 |
| $ 30.80 |
| 0001KR |
| Saw cut 6" thick concrete catchbasin wall for 6" dia to 12" dia pipe. Install piping and place cement grout to seal around pipe |
| EA |
| $ 309.35 |
| $ 309.35 |
| $ 320.18 |
| $ 326.36 |
| 0001KS |
| Truck and spread asphalt road & parking lot millings (generated on this installation )as sub base materials, 6" thick and compacted. (Material shall comply with Section 208 NJDOT Std Spces for Bridge and Road Construction) |
| SY |
| $ 0.95 |
| $ 0.95 |
| $ 0.98 |
| $ 1.00 |
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
Base Year
FFP
BASE YEAR
FFP
Postwide Paving and Related Repair FFP - Furnish all planning, plant, labor, materials, equipment, tools and supervision, and all work required to provide postwide paving construction services and related repairs including, but not limited to, repair and construction of roads and parking areas, new pavement, replacement of concrete curbs, gutters, steps, dirveway entrances, sidewalks, surface preparations, marking of roadways and parking lots, in accordance with the plans, specifications, the Unit Price Schedule and as indicated on any and all associated Delivery Orders. The place of performance shall be at Fort Monmouth, NJ and other Government Instalations within a 75 mile radius. The base year period of performance shall be twelve (12), consecutive months from the date of written notification. Actual dates will be definitized in the contract awards. The portion of the Unit Price Schedule associated with CLIN 0001 is Item No. 0001 and 0001AA through 0001KS.
FOB: Destination
MAX
NET AMT
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
Option Year 1
Postwide Paving and Related Repair FFP - Furnish all planning, plant, labor, materials, equipment, tools and supervision, and all work required to provide postwide paving construction services and related repairs including, but not limited to, repair and construction of roads and parking areas, new pavement, replacement of concrete curbs, gutters, steps, dirveway entrances, sidewalks, surface preparations, marking of roadways and parking lots, in accordance with the plans, specifications, the Unit Price Schedule (PR 00-0888) and as indicated on any and all associated Delivery Orders. The place of performance shall be at Fort Monmouth, NJ and other Government Instalations within a 75 mile radius. The base year period of performance shall be twelve (12), consecutive months from the date of written notification. Actual dates will be definitized in the contract awards. The portion of the Unit Price Schedule associated with CLIN 0002 is Item No. 0001 and 0001AA through 0001KS.
MAX
| ITEM NO |
| SUPPLIES/SERVICES |
| MAX QUANTITY |
| UNIT |
| UNIT PRICE |
| MAX AMOUNT |
Option Year 2
Postwide Paving and Related Repair FFP - Furnish all planning, plant, labor, materials, equipment, tools and supervision, and all work required to provide postwide paving construction services and related repairs including, but not limited to, repair and construction of roads and parking areas, new pavement, replacement of concrete curbs, gutters, steps, dirveway entrances, sidewalks, surface preparations, marking of roadways and parking lots, in accordance with the plans, specifications, the Unit Price Schedule (PR 00-0888) and as indicated on any and all associated Delivery Orders. The place of performance shall be at Fort Monmouth, NJ and other Government Instalations within a 75 mile radius. The base year period of performance shall be twelve (12), consecutive months from the date of written notification. Actual dates will be definitized in the contract awards. The portion of the Unit Price Schedule associated with CLIN 0003 is Item No. 0001 and 0001AA through 0001KS.
MAX
INSPECTION AND ACCEPTANCE TERMS
Supplies/services will be inspected/accepted at:
| CLIN |
| INSPECT AT |
| INSPECT BY |
| ACCEPT AT |
| ACCEPT BY |
| 0001 |
| Destination |
| Government |
| Destination |
| Government |
| 0002 |
| Destination |
| Government |
| Destination |
| Government |
| 0003 |
| Destination |
| Government |
| Destination |
| Government |
DELIVERY INFORMATION
| CLIN |
| DELIVERY DATE |
| QUANTITY |
| SHIP TO ADDRESS |
| UIC |
28-SEP-2009
| N/A |
| US ARMY GARRISON, DPW |
PARLATO, JEANNE
IMNE-MON-PWO-F
FACILITY MGT DIVISION
OFFICE, BLDG 167
FT. MONMOUTH NJ 07703-5000
732-532-3945
28-SEP-2010
| N/A |
| (SAME AS PREVIOUS LOCATION) |
28-SEP-2011
| N/A |
| (SAME AS PREVIOUS LOCATION) |
Section 00100 - Bidding Schedule/Instructions to Bidders
BID SCH/INSTRUCTION TO BIDDERS
Section 00100 - Bidding Schedule/Instructions to Bidders
GENERAL BID INFORMATION
1. Three (3) separate percentage bids shall be required: one for the original term of the contract as defined elsewhere herein (BASE YEAR), the second for an additional consecutive twelve (12) month period (OPTION YEAR 1), a third for an additional consecutive twelve (12) month period (OPTION YEAR 2). In no event may the total duration of the contract exceed thirty (36) months total, including exercise of options, except that the performance of work required within the thirty six months may extend beyond the end of the period, in accordance with the delivery schedule requirements detailed herein. Each percentage bid shall be BASED on the Government’s estimate for each separate line item unit price, listed in the solicitation for work to be performed.
The contractor’s TOTAL EVALUATED PERCENTAGE bid price…
This is the start of the file's text. The full file is on GovTribe.
