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RECOVERY-- NZAS081024A - Repair High Temp Hot Water Distribution Lines
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FA4626-09-R-0017
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Attch 2 HTHW Distribution Submittal Schedule.xls XLS spreadsheet
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Attachment 1

NZAS 08-1024A

Repair HTHW Distr., Ph 6, Area A
FA4626-09-R-0017

Copyright 1998, The American Institute of Architects (AIA)

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01010 – MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A.

The following description of work, measurement of pay quantities, and method of payment shall govern payment made to the Contractor under these Special Provisions. The total bid price for each item of the contract shall cover all work shown on the contract drawings and required by the specifications and other Contract Documents. All costs in connection with the work, including mobilization, furnishing all materials, equipment, supplies and appurtenances; providing all construction plant, equipment, and tools; and performing all necessary labor and supervision to fully complete the work, shall be included in the unit price bid. Exploratory excavation (vacuum excavation) is required by this contract and shall be considered incidental. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of or in addition to the prices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid. All payments will be made at the Contract Unit Price.

1.2 DESCRIPTION OF SCHEDULE ITEMS

NO.

DESCRIPTION

0001 Trench Excavation shall be paid at the Unit Cost and measured by the Linear Foot of trench removed to expose the existing HTHW tunnel to allow removal of existing concrete covers. Line Item also includes backfill of entire excavated area, along with backfill procedures as required in the Specifications. Includes all incidental work required to completely excavate trenches, including, but not limited to, landscape gravel, weed mats, shrubs, sprinkler system/crossings, backfill, compaction, and de-watering.

0002 Concrete Cover Removal shall be paid at the Unit Cost and measured by the Linear Foot of cover removed, without damage to the cover, and includes all equipment, tools, straps, chains and dowels required to remove covers so repairs can be made to the HTHW system.

0003 Install Concrete Covers shall be paid at the Unit Cost and measured by the Linear Foot of cover installed and includes all equipment, foam rope seal, tools, straps, chains and dowels required to place new or existing covers on HTHW tunnels.

0004 Furnish New Pre-Cast Concrete Trench Covers shall be paid at the Unit Cost and measured by the Square Foot of cover and includes concrete, reinforcement, forms and all equipment required for sizes and quantities of covers in vehicular traffic areas and for general replacement of covers that cannot be reused due to excessive wear or damage.

0005 Trench Sealing shall be paid at the Unit Cost and measured by the Lineal Foot of water proofing material and includes all tools and incidentals for the installation.

0006 Backfill and Compaction of Trenches shall be paid at the Unit Cost and measured by the Linear Foot of trench and includes all equipment and incidentals as required.

0007 Sodding shall be measured by the linear foot of trench, measured along the center line of the coffin lid, and will include fine grading, sod bed preparation, watering and all other work necessary for completion of this item. Sodding shall be accomplished in areas with active automatic irrigation systems. Areas damaged, disturbed, or affected during construction shall be included in this item.

0008 Seeding shall be measured by the linear foot of trench, measured along the center line of the coffin lid, and will include fine grading, seedbed preparation, watering and all other work necessary for completion of this item. Seeding shall be accomplished in areas without active irrigation systems. Areas damaged, disturbed, or affected during construction shall be included in this item.

0009 Asphalt Cutting shall be paid at the Unit Cost and measured by the Lineal Foot of actual cutting required to allow removal of pavement over areas to be excavated. All tools, cutting blades, equipment, incidentals and work necessary for completion of this item shall be included. Asphalt depth varies and is unknown.

00010 Asphalt Paving Removal and Replacement shall be paid at the Unit Cost and measured by the Square Yard of actual paving removed, disposed of off site, incidental dumping charges, and reinstalling paving, including base gravel, all equipment, incidentals, and work necessary for completion of this item.

00011 Remove and Replace Pipe Roller Support sized for 12” Pipe shall be paid at the Unit Cost and measured by each pair of pipe rollers replaced including new concrete bases and all equipment, incidentals and work necessary for completion of this item 00012 Remove and Replace Saddles for Pipe Rollers sized for 12” Pipe shall be paid at the Unit Cost and measured by each pipe saddle removed and replaced with new and all equipment, incidentals and work necessary for completion of this item 00013 Remove and Replace Pipe Roller Support sized for 10” Pipe shall be paid at the Unit Cost and measured by each pair of pipe rollers replaced including new concrete bases and all equipment, incidentals and work necessary for completion of this item.

00014 Remove and Replace Saddles for Pipe Rollers sized for 10” Pipe shall be paid at the Unit Cost and measured by each pipe saddle removed and replaced with new and all equipment, incidentals and work necessary for completion of this item.

00015 Remove and Replace Pipe Roller Support sized for 8” Pipe shall be paid at the Unit Cost and measured by each pair of pipe rollers replaced including new concrete bases and all equipment, incidentals and work necessary for completion of this item.

00016 Remove and Replace Saddles for Pipe Rollers sized for 8” Pipe shall be paid at the Unit Cost and measured by each pipe saddle removed and replaced with new and all equipment, incidentals and work necessary for completion of this item 00017 Remove and Replace Pipe Roller Support sized for 6” Pipe shall be paid at the Unit Cost and measured by each pair of pipe rollers replaced including new concrete bases and all equipment, incidentals and work necessary for completion of this item.

00018 Remove and Replace Saddles for Pipe Rollers sized for 6” Pipe shall be paid at the Unit Cost and measured by each pipe saddle removed and replaced with new and all equipment, incidentals and work necessary for completion of this item 00019 Remove and Replace 12” Anchored Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00020 Remove and Replace 10” Anchored Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00021 Remove and Replace 8” Anchored Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00022 Remove and Replace 6” Anchored Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00023 Remove and Replace 12” Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00024 Remove and Replace 10” Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00025 Remove and Replace 8” Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00026 Remove and Replace 6” Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00027 Remove and Replace 12” Un-Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00028 Remove and Replace 10” Un-Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00029 Remove and Replace 8” Un-Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00030 Remove and Replace 6” Un-Guided Pipe Support shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00031 Remove and Replace 12” Anchored Pipe Support at Vertical Stack shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00032 Remove and Replace 10” Anchored Pipe Support at Vertical Stack shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00033 Remove and Replace 8” Anchored Pipe Support at Vertical Stack shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00034 Remove and Replace 6” Anchored Pipe Support at Vertical Stack shall be paid at the Unit Cost and measured by each pair of supports replaced including crossbeam channels, anchors, angles, all equipment, incidentals and work necessary for completion of this item.

00035 Remove Existing Pipe Insulation from 12” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of existing pipe insulation removed, including removal of protective aluminum jacket, steel straps, and fallen debris in bottom of tunnel. Include all equipment, incidentals and work necessary for completion of this item.

00036 Remove Existing Pipe Insulation from 10” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of existing pipe insulation removed, including removal of protective aluminum jacket, steel straps, and fallen debris in bottom of tunnel. Include all equipment, incidentals and work necessary for completion of this item.

00037 Remove Existing Pipe Insulation from 8” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of existing pipe insulation removed, including removal of protective aluminum jacket, steel straps, and fallen debris in bottom of tunnel. Include all equipment, incidentals and work necessary for completion of this item.

00038 Remove Existing Pipe Insulation from 6” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of existing pipe insulation removed, including removal of protective aluminum jacket, steel straps, and fallen debris in bottom of tunnel. Include all equipment, incidentals and work necessary for completion of this item.

00039 Install New 3” Thick Insulation and Jacketing on 12” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of pipe insulation installed including protective stainless steel jacketing and straps and all equipment, incidentals and work necessary for completion of this item.

00040 Install New 3” Thick Insulation and Jacketing on 10” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of pipe insulation installed including protective stainless steel jacketing and straps and all equipment, incidentals and work necessary for completion of this item.

00041 Install New 3” Thick Insulation and Jacketing on 8” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of pipe insulation installed including protective stainless steel jacketing and straps and all equipment, incidentals and work necessary for completion of this item.

00042 Install New 3” Thick Insulation and Jacketing on 6” Pipe shall be paid at the Unit Cost and measured by the Linear Foot of pipe insulation installed including protective stainless steel jacketing and straps and all equipment, incidentals and work necessary for completion of this item.

00043 Remove 1” Drains and Plug shall be paid at the Unit Cost and measured by each drain being removed and plugged. Provide all equipment, incidentals and work necessary for completion of this item.

00044 Unidentified Utility Crossing shall be measured and paid for per each live or abandoned utility crossing encountered during HTHW system excavation that is not shown on the plans or marked in the field. Irrigation systems are excluded. If two or more unidentified utilities are located within 3 feet of each other, they will be paid for as a single unidentified utility crossing. Payment will be made at the contract unit price which includes repair if necessary, all lost crew time, delays, down time, and all other work necessary or incidental for completion of the item. Payment for this item requires the notification of and inspection by the Contracting Officer at the time of discovery as well as documentation including depth and location of the crossing on the as-built drawings.

00045 Unidentified Parallel Utility Crossing shall be measured and paid for per linear foot of live or abandoned parallel utility crossing encountered during HTHW system excavation that is not shown on the plans or marked in the field. Irrigation systems are excluded. A utility shall be considered parallel if it crosses the trench at less than a 45 degree angle and the length shall be measured from one foot either side of the concrete lid. If two or more unidentified utilities are located within 3 feet of each other, they will be paid for as a single unidentified utility crossing. Unidentified utilities running parallel to excavation but not crossing will be paid as a single unidentified utility. Payment will be made at the contract unit price which includes repair if necessary, all lost crew time, delays, down time, and all other work necessary or incidental for completion of the item. Payment for this item requires the notification of and inspection by the Contracting Officer at the time of discovery as well as documentation including depth and location of the crossing on the as-built drawings.

00046 Sidewalk Removal and Replacement shall be measured and paid for by the square foot of concrete sidewalk removed and replaced, which price shall include saw cutting as necessary, removal and disposal (off-site) as necessary of existing concrete and base gravel, preparation and installation of new surfacing section including base gravel and concrete flatwork, and all other work necessary or incidental for completion of the item.

00047 Concrete Curb and Gutter Removal and Replacement shall be measured and paid for by linear feet of curb and gutter installed, which price shall include saw cutting as necessary, removal of existing materials, gravel base, installation of the curbing, asphalt patching and all other work necessary or incidental for completion of the item.

00048 Remove and Replace CMU Screen Wall Including Foundation shall be measured and paid for by linear feet, measured horizontally, of CMU wall screen removed and installed. Unit price shall include saw cutting as necessary, removal of existing materials, disposal off site, gravel base, installation of the wall, patching and all other work necessary or incidental for completion of the item.

00049 Remove and Replace Vinyl Screen Wall Including Foundation and Pilasters shall be measured and paid for by linear feet, measured horizontally, of vinyl screen wall and pilaster removed and installed. Unit price shall include saw cutting as necessary, removal of existing materials, disposal off site, gravel base, installation of the wall, patching and all other work necessary or incidental for completion of the item.

00050 Remove and replace existing trees shall be measured and paid for per tree removed and replaced and will include fine grading, tree bed preparation, watering and all other work necessary for completion of this item. Payment for this item requires the notification of and inspection by the Contracting Officer before removal as well as documentation including location on the as-built drawings. Damaged trees will be replaced with like caliber and species. Trees damaged, that have not had Contracting Officer approval to be removed, will not be paid for under this item and will be replaced with like caliber and species by contractor.

00051 Repair existing trench lids shall be measured and paid for per 1.0 cubic foot of Sika Top( 122 PLUS used to repair broken lips and edges on existing concrete trench lids. Unit price shall include saw cutting as necessary, removal of existing materials, patching and all other work necessary or incidental for completion of the item.

00052 Repair Broken Concrete Trench Wall shall be measured and paid for by the 1.0 cubic foot of Sika Grout( 212. Unit price shall include labor, equipment, tools and all other work necessary or incidental for completion of the item 00053 Landscape Gravel shall be measured and paid for per each square yard of actual landscape gravel installed. Unit price shall include labor, equipment, tools, weed mat and all other work necessary or incidental for completion of the item.

00054 Manhole Removal and Installation of New Manhole Shall be paid at the unit cost for each pre-cast manhole. The price shall include manhole, adjustment rings, manhole access frame and cover, steps, delivery and assembly, excavation, backfill, compaction, and all equipment incidentals, and work necessary for this CLIN.

00055 Manhole Removal and Installation of Concrete Lift Station Shall be paid at the unit cost for each pre-cast concrete lift station. The price shall include removal of existing steel manhole and new concrete pipe lift station, manhole access frame and cover, delivery and assembly, excavation, backfill, compaction, and all equipment incidentals, and work necessary for this CLIN.

00056 Remove and Replace Vertical Pipe Riser at Valve Stations shall be paid at the Unit Cost and measured by each pair of vertical pipe risers replaced including new pipe insulation, jacketing, pipe riser outer casing, pipe riser casing cap, bottom anchor flange, riser casing wrap, and all welding, demolition, sealing and all other incidentals and work necessary for completion of this item.

END OF SECTION 01010

MEASUREMENT AND PAYMENT 01010 - 8

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