Agenda

SECTION 01330

SUBMITTALS

SHOP AND WORKING DRAWINGS

A.

As required by the General Conditions, Contractor shall submit a schedule of shop and
working drawing submittals.

In accordance with the accepted schedule, the Contractor shall submit promptly to the
Engineer, through its authorized resident representative at the job site, or by mail, three
(3) copies each of shop or working drawings required as noted in the specifications, of
equipment, structural details and materials fabricated especially for this Contract.

A contingency for coordination with the Railroad company at Temple St is
provided to cover such costs as Railroad Flaggers. This contingency is provided
as an allowance in Item 11.

NOTE: THE CONTINGENCY DOES NOT COVER THE COSTS
ASSOCIATED WITH THE RAILROAD INSURANCE REQUIRMENTS.
THOSE ARE COVERED UNDER ITEM 1K(1) AS OUTLINED ABOVE.

A contingency for contaminated soil excavation and disposal is provided by the
allowance Item 11a.

2.13 ASPHALT COST ADJUSTMENT

A. This item is used when the “NE Average” monthly price for asphalt cement as

2.14

2.15

furnished by the NHDOT Bureau of Materials and Research differs from the base
price contained in the proposal. The monthly price posted by NHDOT is
available in the following web page:

http://www.nh.gov/dot/org/projectdevelopment/construction/documents/Mon
thlyFuelPricesImperial.pdf

3. Signage not to be separately measured for payment, but shall be considered

incidental to this item.

4. The work shall be paid for per UNIT as Item 8c.

2.09 ASBESTOS ABATEMENT (ALLOWANCE PROVDIED)

A.

2.10

2.11

2.12

ALLOWANCE FOR ADDITIONAL COST FOR REMOVAL OF ASBESTOS-
CONTAINING MATERIAL

Uniformed officers will be measured and paid by the actual number of hours
authorized, as determined by the Engineer using Item 8a. This item has a
budgeted allowance as shown on the Bid Form. Payments to Contractor will be
made based on approved hours and resulting dollar amounts on Police
Department invoices and only after contractor’s proof of payment to Police
Department.

FLAGMEN

This work shall consist of furnishing qualified flaggers, as required to direct
traffic through or around the Work as ordered by the Engineer.

2.07

2.08

locations shown on the drawing or as directed by the Engineer. This work shall
include all material, labor and equipment necessary to complete the work.

Item 6f(1), Common Excavation for Roadway, will be used to remove the portion
of the roadway materials a depth sufficient to accommodate the proposed gravel
base, asphalt binder and asphalt top and, as directed by the

Engineer, additional curb reveal.

PROJECT START-UP AND PROJECT CLOSE OUT:
MOBILIZATION:

RAISED PAVEMENT MARKERS, WHITE or YELLOW, DOUBLE-FACED:

Raised pavement markers, shall be measured per each installed at fifty foot
intervals to provide temporary pavement markings after placement of binder
course and top course of bituminous pavement as shown on the plans or as
directed by the Engineer and shall conform to Section 632 of the NHDOT
Standard Specifications. Pavement markers shall only be used if needed or
specified by the Engineer.

Installation of the tack coat shall be included in this item and not be measured
separately for payment. Removal of old pavement at driveway aprons will be
considered incidental to this pay item.

The work will consist of miscellaneous patching as directed such as driveway
berms. The work shall be paid for at the contract unit price per TON for Item
6m.

DETECTABLE WARNING AT HANDICAP RAMP

The unit price shall include full compensation for all materials, equipment and
labor necessary to install the vertical granite curbing to the details shown in the
plan set. Compensation will include placement of small amount of backfill
material on the backside of the granite curbing such that it will minimize the
tripping hazard if it rises more than 2 above the existing grade.

The work shall be paid for at the contract unit price per Ton for Item 6e.
SAWED BITUMINOUS PAVEMENT

Sawing bituminous pavement shall be measured per linear foot and shall conform
to Section 628 of the NHDOT Standard Specifications.

Saw-cutting for driveways and intersecting streets shall be measured for payment.
Saw-cutting of the final trench shall be measured for payment.

The work shall be paid for at the contract unit price per linear foot for Item 6g.
COLD PLANNING OF BITUMINOUS SURFACES: