Exhibit D Revised Bid Form and Payment Items Specification (Section 01290) - Truro-ma.gov
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Exhibit D
Revised Bid Form and Payment Items
Specification (Section 01290)
F:\P2011\0202\C50\Bidding\Addendum\nsw_drn_East Harbor Eagle Neck Draft Addendum_20210722_Rev20210802.docxFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
SECTION 00411 - BID FORM
CONTRACT IDENTIFICATION:
Eagle Neck Creek Salt Marsh Restoration Project
East Harbor Culvert Repair Project
Truro, MA
ARTICLE 1 – BID RECIPIENT
1.1 This Bid shall be submitted to:
Town Administrator
Truro Town Hall
24 Town Hall Road
Truro, MA 02666
1.2 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an
Agreement with the Town of Truro in the form included in the Bidding Documents to
perform all Work as specified or indicated in the Bidding Documents for the prices and
within the times indicated in this Bid and in accordance with the other terms and
conditions of the Bidding Documents.
ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS
2.1 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including
without limitation those dealing with the disposition of Bid security. This Bid will remain
subject to acceptance for 60 calendar days after the Bid opening, or for such longer period
of time that Bidder may agree to in writing upon request of the Town of Truro.
ARTICLE 3 – BIDDER’S REPRESENTATIONS
3.1 In submitting this Bid, Bidder represents that:
A. Bidder has examined and carefully studied the Bidding Documents, the other related
data identified in the Bidding Documents, and the following Addenda, receipt of
which is hereby acknowledged.
Addendum No. Addendum Date
_____________ _____________
_____________ _____________
B. Bidder attended the mandatory Pre-Bid Conference, has examined the Site and
BID FORM 00411 - 1
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
become familiar with and is satisfied as to the general, local and Site conditions that
may affect cost, progress, and performance of the Work.
C. Bidder is familiar with and is satisfied as to all federal, State and local Laws and
Regulations that may affect cost, progress and performance of the Work.
D. Bidder has carefully studied all:
1. Reports of explorations and tests of subsurface conditions at or contiguous to the
Site and all drawings of physical conditions in or relating to existing surface
structures.
E. Bidder does not consider that any further examinations, investigations, explorations,
tests, studies, or data are necessary for the determination of this Bid for performance
of the Work at the price(s) bid and within the times and in accordance with the other
terms and conditions of the Bidding Documents.
F. Bidder has correlated the information known to Bidder, information and observations
obtained from visits to the Site, reports and drawings identified in the Bidding
Documents, and all additional examinations, investigations, explorations, tests,
studies, and data with the Bidding Documents.
G. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or
discrepancies that Bidder has discovered in the Bidding Documents, and the written
resolution thereof by Engineer is acceptable to Bidder.
H. The Bidding Documents are generally sufficient to indicate and convey understanding
of all terms and conditions for the performance of the Work for which this Bid is
submitted.
I. Bidder will submit written evidence of its authority to do business in the state where
the Project is located not later than the date of its execution of the Agreement.
ARTICLE 4 – FURTHER REPRESENTATIONS
4.1 Bidder further represents that:
A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any agreement or rules of
any group, association, organization or corporation;
B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a
false or sham Bid;
C. Bidder has not solicited or induced any individual or entity to refrain from bidding;
and
BID FORM 00411 - 2
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
D. Bidder has not sought by collusion to obtain for itself any advantage over any other
Bidder or over the Town of Truro.
ARTICLE 5 – BASIS OF BID
5.1 Bidder will complete the Work in accordance with the Contract Documents for the
following lump sum and unit bid prices:
A. The Total Contract Base Bid Price shall include, but not be limited to, construction of
Eagle Neck Creek Salt Marsh Restoration Project which includes construction of the
three-sided box culvert and associated site work and the East Harbor Culvert Repair
which includes culvert repairs, concrete structure modifications and associated site
work based on the following lump sum prices.
EAGLE NECK CREEK SALT MARSH RESTORATION
CONTRACT BASE BID ITEMS
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
ENC-1 MOBILIZATION/DEMOBILIZATION LS 1
AND GENERAL REQUIREMETS
at the per Lump Sum Price of
Dollars $
and Cents ($ )
ENC-2 SITE CLEARING AND DEMOLITION LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
ENC-3 TEMPORARY TRAFFIC CONTROL AND LS 1
PROTECTION OF PUBLIC
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
BID FORM 00411 - 3
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
ENC-4 TEMPORARY EROSION AND LS 1
SEDIMENTATION CONTROLS
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
ENC-5 CONTROL OF WATER LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
ENC-6 TIMBER PILES LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
ENC-7 STEEL BEAM GUARDRAIL AND LS 1
BRIDGE RAIL TRANSITIONS
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
ENC-8 OLD COUNTY ROAD CULVERT LS 1
STRUCTURE
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
BID FORM 00411 - 4
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
ENC-9 OLD COUNTY ROAD PAVEMENT LS 1
RECONSTRUCTION
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
ENC-10 OLD COUNTY ROAD STONE ARMOR LS 1
SLOPE AND CHANNEL PROTECTION
at the per Lump Sum Price of
Dollars $
and Cents ($ )
ENC-11 STORMWATER DRAINAGE LS 1
IMPROVEMENTS
at the per Lump Sum Price of
Dollars $
and Cents ($ )
ENC-12 TIDAL CHANNEL DREDGING LS 1
at the per Lump Sum Price of
Dollars
$
and Cents ($ )
ENC-13 SALT MARSH RESTORATION LS 1
at the per Lump Sum Price of
Dollars
$
and Cents ($ )
BID FORM 00411 - 5
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
ENC-14 FORMER RAILROAD EMBANKMENT LS 1
BREACH EXCAVATION NAD NATIVE
CHANNEL BED STABILIZATION
at the per Lump Sum Price of $
Dollars
and Cents ($ )
ENC-15 FORMER RAILRAOD EMBANKMENT LS 1
BREACH SLOPE STONE ARMOR AND
BIOENGINEERED SLOPE PROTECTION
at the per Lump Sum Price of $
Dollars
and Cents ($ )
ENC-16 STICK BRIDGE ROAD LS 1
RECONSTRUCTION
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
ENC-17 NATURAL BOULDER WALL LS 1
CONSTRUCTION
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
ENC-18 OLD COUNTY AND STICK BRIDGE LS 1
ROADS STABILIZATION AND
VEGETATIVE RESTORATION
at the per Lump Sum Price of $
Dollars
and Cents ($ )
BID FORM 00411 - 6
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
EAGLE NECK CREEK SALT MARSH RESTORATION CONTRACT BASE BID PRICE
For purposes of bid comparison, the Eagle Neck Creek Salt Marsh Restoration Contract Base Bid
Price shall be stated below as the direct sum of the items listed above.
$ (Amount in Figures)
(Amount in Words)
EAST HARBOR CULVERT REPAIR
CONTRACT BASE BID ITEMS
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
EH-1 MOBILIZATION/DEMOBILIZATION LS 1
AND GENERAL REQUIREMENTS
(shall not exceed 5% of the total base bid)
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
EH-2 TRAFFIC CONTROL AND PROTECTION LS 1
OF PUBLIC
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
EH-3 TEMPORARY EROSION AND LS 1
SEDIMENTATION CONTROL
at the per Lump Sum Price of
$
Dollars
and Cents ($ )
BID FORM 00411 - 7
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
EH-4 CONTROL OF WATER LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
EH-5 SELECTIVE DEMOLITION LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
EH-6 PERMANENT STEEL SHEETING LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
EH-7 EARTHWORK LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
EH-8 PRECAST CONCRETE CULVERT LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
EH-9 CAST-IN-PLACE MARINE CONCRETE LS 1
at the per Lump Sum Price of
Dollars
$
and Cents ($ )
BID FORM 00411 - 8
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Computed
Item ITEM AND UNIT PRICE Opinion of Total in
No. (WORDS AND FIGURES) Unit Quantity Figures
EH-10 TYPE ‘A’ CONCRETE REPAIR SF 80
at the per Unit Price of
Dollars
$
and Cents ($ )
EH-11 TYPE ‘B’ CONCRETE REPAIR SF 50
at the per Unit Price of
Dollars
$
and Cents ($ )
EH-12 TYPE ‘C’ CONCRETE REPAIR CY 160
at the per Unit Price of
Dollars
$
and Cents ($ )
EH-13 TIMBER STOP LOGS, METAL LS 1
FABRICATIONS, GRATINGS AND
ACCESS RUNGS
at the per Lump Sum Price of $
Dollars
and Cents ($ )
EH-14 SITE RESTORATION LS 1
at the per Lump Sum Price of
Dollars $
and Cents ($ )
BID FORM 00411 - 9
F:\P2011\0202\C50\Deliverables\Bid & Construction Documents\Combined Projects\Div 0\00411 BID FORM_Combined
Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
EAST HARBOR CULVERT REPAIR CONTRACT BASE BID PRICE
For purposes of bid comparison, the East Harbor Culvert Repair Contract Base Bid Price shall be
stated below as the direct sum of the items listed above.
$ (Amount in Figures)
(Amount in Words)
TOTAL CONTRACT BASE BID PRICE
For purposes of bid comparison, the Total Contract Base Bid Price shall be stated below as the
direct sum of the Eagle Neck Creek Salt Marsh Restoration Contract Base Bid Price and East
Harbor Culvert Repair Contract Base Bid Price listed above.
$ (Amount in Figures)
(Amount in Words)
B. The following add/deduct bid prices for respective Eagle Neck Creek Salt Marsh
Restoration Contract Base Bid Items listed above (i.e., AD-6A applies to Contract
Base Bid Item 6, AD-10A applies to Contract Base Bid Item 12, AD-14A applies to
Contract Base Bid Item 14, and AD-16A applies to Contract Base Bid Item 16).
1. The estimated quantities stated below are included in the respective base bid
items.
2. Payment under add/deduct bid items listed below would only be made for work
completed and accepted, in variance from the respective estimated quantities
stated below.
EAGLE NECK CREEK SALT MARSH RESTORATION
ADD/DEDUCT BID ITEMS
Opinion of
Add/ Quantity Computed
Deduct Item ADD/DEDUCT BID in LS Bid Total in
No. (WORDS AND FIGURES) Unit Item Figures
ENC/AD-6A TIMBER PILES LF 760
at the per Unit Price of
Dollars
$
and Cents ($ )
BID FORM 00411 - 10
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Opinion of
Add/ Quantity Computed
Deduct Item ADD/DEDUCT BID in LS Bid Total in
No. (WORDS AND FIGURES) Unit Item Figures
ENC/AD-12A TIDAL CHANNEL DREDGING CY 400
at the per Unit Price of
Dollars
$
and Cents ($ )
ENC/AD-14A DISPOSAL OF EXCESS FORMER CY 50
RAILROAD EMBANKMENT BREACH
MATERIAL
at the per Unit Price of
$
Dollars
and Cents ($ )
ENC/AD-16A IMPORT ADDITIONAL STICK BRIDGE CY 100
ROAD FILL MATERIAL
at the per Unit Price of
Dollars $
and Cents ($ )
C. Alternate bid items have been computed in accordance with Paragraph 11.03.B of the
General Conditions. The below East Harbor Culvert Repair Alternate Bid Items
include all labor, materials, tools, equipment, overhead, profit, insurances, etc. to
cover the finished work of the several kinds called for.
BID FORM 00411 - 11
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
EAST HARBOR CULVERT REPAIR
ALTERNATE BID ITEMS
Alternate ALTERNATE BID ITEM AND PRICE Alternate Bid
Bid Item (WORDS) Price
No. (Figures)
EH/ALT-1 TEMPORARY STEEL SHEETING
in lieu of East Harbor Culvert Repair Contract Base Bid
Item No. 7 at the Lump Sum Price of
Dollars $
and Cents ($ )
ARTICLE 6 – TIME OF COMPLETION
6.1 Bidder agrees that the Work will be substantially complete within 260 calendar days after
the date when the Contract Times commence to run as provided in Paragraph 2.03 of the
General Conditions.
A. Substantial completion for the Eagle Neck Creek Salt Marsh Restoration Project shall
include, but not be limited to, construction of all structures and roadway, tidal channel
and railroad embankment elements, including removal of all temporary cofferdam(s)
and flow bypass conveyances resulting in restoration of normal and unimpeded flows
through the proposed culvert structure as indicated on the Drawings.
B. Substantial completion for the East Harbor Culvert Repair Project shall include, but
not be limited to, construction of all structure repairs and culvert replacement,
including removal of temporary upstream inflatable plug or bulkhead resulting in
restoration of normal and unimpeded flows through the proposed replacement
culvert as indicated on the Drawings.
6.2 Bidder agrees that work will be completed and ready for final payment in accordance with
Paragraph 14.07.B of the General Conditions within 290 calendar days after the date
when the Contract Times commence to run.
A. Bidder accepts the provisions of the Agreement as to liquidated damages in the
event of failure to complete the Work within the Contract Times.
BID FORM 00411 - 12
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
ARTICLE 7 – ATTACHMENTS TO THIS BID
7.1 The following completed documents are attached to and made a condition of this Bid:
A. Required Bid security in the form of Bid Bond (00431).
B. Certificate of Non-Collusion and Tax Compliance (00455).
C. Qualifications of Bidder (00461).
ARTICLE 8 – DEFINED TERMS
8.1 The terms used in this Bid with initial capital letters have the meanings stated in the
Instructions to Bidders, the General Conditions and the Supplementary Conditions.
ARTICLE 9 – BID SUBMITTAL
9.1 This Bid submitted by:
If Bidder is:
AN INDIVIDUAL
Name (typed or printed):
By:
(SEAL)
(Individual’s signature)
Doing business as:
Business address:
Phone No.: FAX No.:
A PARTNERSHIP
Partnership Name:
(SEAL)
By:
(Signature of general partner -- attach evidence of authority to sign)
Name (typed or printed):
Business address:
BID FORM 00411 - 13
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20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
Phone No.: FAX No.:
A CORPORATION
Corporation Name:
(SEAL)
State of Incorporation:
Type (General Business, Professional, Service, Limited Liability):__________________
By:
(Signature -- attach evidence of authority to sign)
Name (typed or printed):
Title:
(CORPORATE SEAL)
Attest
(Signature of Corporate Secretary)
Business address:
Phone No.: FAX No.:
Date of Qualification to do business is .
A JOINT VENTURE
Joint Venturer Name:
(SEAL)
By:
(Signature of joint venture partner -- attach evidence of authority to sign)
Name (typed or printed):
Title:
Business address:
Phone No.: FAX No.:
BID FORM 00411 - 14
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20131222.A12 TRURO, MA
UPDATED 8/3/2021
Joint Venturer Name:
(SEAL)
By:
(Signature -- attach evidence of authority to sign)
Name (typed or printed):
Title:
Business address:
Phone No.: FAX No.:
Phone and FAX Number, and Address for receipt of official communications:
(Each joint venturer must sign. The manner of signing for each individual,
partnership, and corporation that is a party to the joint venture should be in the
manner indicated above.)
SUBMITTED on , 20 .
State Contractor License No. ___________________
BID FORM 00411 - 15
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Projects_Rev20210723.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
SECTION 01205 – PAYMENT ITEMS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section describes the measurement and payment for the Work to be completed under
each item in the Bid Form. The descriptions may not reference all of the associated Work.
Work specified but not designated as a separate Bid item is considered incidental to all Bid
items. The Contractor shall review all work associated with each work item and shall have
no claim for being unfamiliar with the requirements of these specifications.
1. All work items described herein, including in measurement and payment descriptions
or otherwise, do not state all requirement of the work stated in the Contract
Documents; all such descriptions shall be inclusive of all incidental work for
respective items, as stated in the Contract Documents.
2. This Section addresses general measurement and payment requirements for:
a. Contract Base Bid items
b. Add/Deduct Bid items
c. Alternate Bid items
d. Allowances
1.3 DEFINITIONS
A. Payment Items: the Contractor’s distribution of the Contract Sum through listed work
items, as outlined in this Specification, reviewed, and accepted by the Engineer.
1. Each item is specified to include a defined scope of services. However, not all
materials, labor, equipment, or services of a payment item are guaranteed to be listed
or specified.
2. Include costs associated with items of work required to complete the defined scope
of services within the appropriately specified payment item.
3. Payment items include all necessary materials, plus cost for delivery, installation,
applicable fees and taxes, administrative over-site, tools, labor, incidentals, overhead,
and profit.
PAYMENT ITEMS 01205 - 1
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Items_Rev20210802.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
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UPDATED 8/3/2021
4. Alternate and field-directed bid items will only be incorporated into the project if
selected and authorized in writing by the Owner.
5. All work described in the Contract Documents shall be included in the payment
items described herein.
B. Unit Price: An amount proposed by bidders, stated on the Bid Form, as a price per unit of
measurement for materials or services identified in the Contract Documents.
C. Alternate: An amount proposed by bidders, stated on Bid Form, as a price in lieu of a
stated base bid item.
D. Lump Sum: When used as an item of payment, means complete payment for the work
prescribed for that portion of the Work under the item, or all work prescribed in the
Contract, as the case may be.
1. Lump sum payment items are groupings of the Work as determined by the Owner
only for the Owner’s convenience. Such listings of payment items shall establish the
minimum level of detail for the Schedule of Values.
E. Provide: Procure, fabricate, sample/test, deliver, place/install, adjust, correct and replace if
needed all products or materials to be incorporated into all temporary and permanent
elements of the Work in accordance with the Contract Documents.
F. Complete and In Place: When used in the measurement and payment provisions, means
the completion of the contract item, including the fabrication, testing, reporting,
furnishing, installation, adjustment and correction of all products and materials to be
incorporated into the Work including all equipment, tools, labor, health and safety
requirements, and work incidental thereto, in accordance with all provisions stated in the
Contract Documents.
1.4 PROCEDURES
A. To ensure payment items are balanced, Mobilization/Demobilization and General
Requirements for the base bid and alternate bids shall be limited to no more than five (5)
percent of the total bid price for the base bid or alternative bid item, respectively. Such
limit will not prohibit the Contractor from seeking payment for documented expenditures
(i.e., invoices or cancelled checks) in excess of this amount under other bid items during
project startup and mobilization.
B. Unit prices, lump sum items and alternate bid items include all necessary material, plus cost
for delivery, installation, insurance, applicable taxes, overhead, and profit.
C. Measurement and Payment: Refer to the Sections 1.5 and 1.6 herein for methods of
measurement and payment.
PAYMENT ITEMS 01205 - 2
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Items_Rev20210802.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
D. Notify Engineer at least 72-hours prior to the time at which necessary measurements must
be taken. Notification must be in advance of obscuring pay item; do not proceed until
such measurements have been taken in the presence of the Engineer.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 LIST OF EAGLE NECK CREEK SALT MARSH RESTORATION CONTRACT
BASE BID ITEMS
A. Bid Item No. ENC-1 – Mobilization/Demobilization and General Requirements
1. Work associated with this item will be paid for at the stated price including
respective portions of work under all specifications necessary to initiate, sustain and
conclude Contractor’s activities at the project site.
a. All or portions of the Contract Requirements and Division 1 specifications, as
applicable.
b. Includes, but is not limited to: All labor, equipment, tools, and materials
necessary to complete the work associated with the mobilization and
demobilization of temporary field offices and sheds, temporary utilities,
materials, personnel, and equipment to and from the project site. Also
includes restoring all incidental areas inside or outside the project limits
damaged by Contractor’s activities or traffic control to existing condition or
better including construction access ways (e.g., Abby Lane and temporary
staging and storage areas) and restoring and establishing a satisfactory stand of
vegetation in non-hardscape areas damaged by construction.
Mobilization shall be considered complete when the Contractor has
commenced the work on-site. Demobilization shall be considered to be
complete when the Contractor has achieved final completion of the work and
removed all equipment and materials from the site. Amount bid for this item
shall not exceed 5 percent (5%) of the Total Lump Sum Base Bid Price.
c. This work also includes Contractor's general requirements for completing the
work, including insurance, bonds, administration and general requirements,
meeting, schedules, temporary facilities and temporary measures not specified
elsewhere and miscellaneous costs associated with the Work including
incidentals not covered by other payment items.
d. Also includes other incidental items such as field and laboratory testing,
construction survey layout, and as-built mapping.
2. Measurement: As measured by the Contractor and accepted by the Engineer.
Contractor will be paid 50% upon completion of mobilization, 25% upon earning
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50% of the total base bid contract value, and the remaining 25% upon completion of
demobilization from the site.
3. Payment: Mobilization/Demobilization and General Requirements will be paid for
on a Lump Sum basis, as stated on the Bid Form, complete and in place.
B. Bid Item No. ENC-2 – Site Clearing and Demolition
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02199 Water Control
c. Section 02230 Site Clearing
d. Section 02265 Excavation Support and Protection
e. Section 02300 Earthwork
f. Section 02925 Site Restoration
g. Includes, but is not limited to: Demolition; handling, transport and disposal;
clearing and grubbing; pavement saw cutting; pavement micro milling; removal
and disposal of existing culverts, pavement, concrete block and concrete wall
at former railroad embankment breach area, and other structures within areas
of work that will conflict with construction; removing, stockpiling, and
resetting or disposing existing steel guardrail and posts as indicated on
Contract Drawings; removing and stockpiling for re-use existing stone armor
slope protection and native channel bed material within the area of the Old
County Road and former railroad berm embankments; excavating, grading,
and compacting subgrade required for installation of Old County Road culvert
and footings; excavating, removing, and disposing existing catch basins and
associated storm drain piping; protecting existing structures and vegetation to
remain; clearing shrubs and other vegetation as required for completion of the
work; and stripping, screening and stockpiling topsoil where such materials are
to be proposed for reuse on completed areas where depicted on the Contract
Drawings and as directed by the Engineer. Includes protecting features to
remain within and adjacent to work areas and repairing any damage to such
features resulting from the Contractor’s operations.
2. Measurement: As measured by the Contractor and accepted by the, pro-rated with
the Contractor’s progress of work in clearing areas and removing structures required
for completion of work.
3. Payment: Site Clearing and Demolition will be paid for on a Lump Sum Basis, as
stated on the Bid Form, removed and disposed of off-site, complete and in place.
C. Bid Price Item No. ENC-3 –Temporary Traffic Control and Protection of Public
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1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All portions of Division 1 specifications, as applicable.
b. Section 01555 Traffic Control
c. Includes, but is not limited to: Installation, maintenance and removal of all
temporary markings, barricades, signs, cones, lights and other products and
materials required for the control and protection of the traveling public and
working personnel during construction and maintenance including the
protection and control of vehicular, pedestrian, and recreational boating traffic
to public and private properties within and abutting the project site and
adjacent areas. Any traffic control devices which are lost, stolen, destroyed or
deemed unacceptable while in use shall be replaced without additional
compensation.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in completing respective items
requiring Temporary Traffic Control and Protection of the Public.
3. Payment: Temporary Traffic Control and Protection of the Public will be paid for
on a Lump Sum Basis, as stated on the Bid Form, for all material, labor and
equipment required or incidental to the satisfactory furnishing, installation, and
removal as described in the Contract Documents.
D. Bid Item No. ENC-4 – Temporary Erosion and Sedimentation Controls
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable, including:
Section 01572 Temporary Erosion and Sedimentation Control
b. Section 02300 Earthwork
c. Section 02925 Site Restoration
d. Includes, but is not limited to: Installing, maintaining and removing all
temporary erosion and sedimentation control measures and practices for
completion of all work associated with the project. Includes removing and
disposing of all accumulated sediment off site and establishing temporary
vegetation in areas to remain dormant for extended periods as indicated on the
Contract Drawings.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in providing, maintaining, removing,
disposing and restoring all temporary and erosion control measures and practices
required for completion of work.
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3. Payment: Temporary Erosion and Sedimentation Controls will be paid for on a
Lump Sum Basis, as stated on the Bid Form, complete and in place.
E. Bid Item No. ENC-5 – Control of Water
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02199 Control of Water
c. Section 02240 Subsurface Dewatering
d. Control of surface water and groundwater within respective project work areas
as work progress within the site, and protection of adjacent properties from
discharged/diverted waters.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Control of Water will be paid for on a Lump Sum Basis, as stated on the
Bid Form, complete and in place. This includes preparation of a signed and stamped
Water Control Plan prior to construction.
F. Bid Item No. ENC-6 – Timber Piles
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Section 02459 Timber Piles
d. Includes, but is not limited to: Installing timber piles as shown on the
Contract Drawings.
2. Measurement: The quantity of timber piles provided will be determined by
measurements completed per Add/Deduct Bid Item No. ALT-6A.
3. Payment: Timber Piles will be paid as piles are provided as shown on the Contract
Drawings and as stated on the Bid Form, complete and in place.
a. The lump sum price, which is based on the stated estimated quantity of timber
piles provided, shall be adjusted per the actual linear footage of timber piles
provided and accepted by the Engineer per Add/Deduct Bid Item No. ALT-
6A. The price so-stated constitutes full and complete compensation for all
products, materials, equipment, tools labor, overhead and profit, and
incidentals required to finish the work and accepted by the Engineer.
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G. Bid Item No. ENC-7 – Steel Beam Guardrail and Bridge Rail Transition
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02845 Guardrail
c. Includes, but is not limited to: Installing highway guardrail and bridge
transition guardrail as shown on the Contract Drawings.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Guardrails will be paid for on a Lump Sum Basis, as stated on the Bid
Form, complete and in place. Lump sum price shall include materials, equipment,
and labor necessary to assemble and erect all guardrail and bridge transition guardrail
components (including but not limited to posts, offset blocks, panels and connecting
hardware) in addition to connections to existing guardrail and concrete flared end
transitions. The use of special post designs, where necessary or directed by the
Engineer, shall be incidental to the work with no additional compensation.
H. Bid Item No. ENC-8 – Old County Road Culvert Structure
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Section 03300 Cast-in-Place Concrete
d. Section 03600 Grout
e. Section 03412 Precast Concrete Culvert Structure
f. Section 07115 Bituminous Damproofing
g. Includes, but is not limited to: Furnishing, installing, and compacting backfill
from the bottom of excavation up to the bottom of the base of the
reconstructed roadway; furnishing, handling, and installing precast concrete
three-sided culvert and its associated cast-in-place footings, approach slabs,
wingwalls, and wingwall footings; furnishing, handling, and installing precast
concrete flared end transitions, CT-TL2 barriers, and associated components;
and furnishing and installing sediment-filled stone armor channel/scour
protection within limits of culvert along with associated non-woven geotextile
fabric and bedding layer. Also includes excavating test pits as directed by the
Engineer within the footprint of the proposed culvert to investigate the
presence of potentially unsuitable river channel bed material. An allowance
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required under the project has been identified under the Division 1 Section
“Allowances.” The amount and provisions of the stated allowance shall be
included under this bid item.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Old County Road Culvert Structure will be paid for on a Lump Sum
Basis, as stated on the Bid Form, complete and in place.
I. Bid Item No. ENC-9 – Old County Road Pavement Reconstruction
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02240 Formation of Subgrade
c. Section 02300 Earthwork
d. Section 02741 Bituminous Concrete Paving
e. Section 02740 Pavement Markings
f. Includes, but is not limited to: All pavement reconstruction paving operations
(including full-depth pavement reconstruction and micro-milling and installing
overlay) and pavement striping; furnishing, installing, and compacting roadway
base material; furnishing and installing bituminous roadway berms; and all
other incidental work (e.g. joint sealants, tack coats, etc.) as described in the
Contract Drawings.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: – Old County Road Pavement Reconstruction will be paid for on a Lump
Sum Basis, as stated on the Bid Form, complete and in place.
J. Bid Item No. ENC-10 – Old County Road Stone Armor Slope and Channel Protection
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Section 02381 Stone Armor Slope and Scour Protection
d. Includes, but is not limited to: Furnishing and/or installing stockpiled or
imported stone armor slope, embankment edge, and channel protection along
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and adjacent to Old County Road embankment slopes along with associated
non-woven geotextile fabric and bedding layer materials. Also includes
furnishing and/or installing native channel bed material, topsoil, and gravel
borrow to void spaces as specified and depicted on the Contract Drawings and
as directed by the Engineer.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Old County Road Stone Armor Slope Protection and Native Channel Bed
Material will be paid for on a Lump Sum Basis, as stated on the Bid Form, complete
and in place.
K. Bid Item No. ENC-11 – Stormwater Drainage Improvements
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02199 Control of Water
c. Section 02240 Subsurface Dewatering
d. Section 02260 Formation of Subgrade
e. Section 02265 Excavation Support and Protection
f. Section 02300 Excavation
g. Section 02630 Storm Drainage
h. Includes, but is not limited to: Furnishing and installing new catch basins
(with hoods), oil/grit stormwater treatment structures, subsurface infiltration
systems, and storm drain piping; backfilling, fine grading, and compacting; and
connecting existing outfall pipes to oil/grit stormwater treatment structures as
indicated on the Contract Drawings. Includes all labor, materials, excavation,
equipment and all other incidentals required to complete this work.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Stormwater Drainage Improvements will be paid for on a Lump Sum
Basis, as stated on the Bid Form, complete and in place.
L. Bid Item No. ENC-12 – Tidal Channel Dredging
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
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b. Section 02325 Dredging
c. Includes, but is not limited to: Preliminary and final surveys of dredging areas;
dredging, transportation, and stockpiling of dredge material within areas of salt
marsh restoration/beneficial re-use as indicated on the Contract Drawings and
as directed by the engineer. Includes all labor, materials, equipment, survey and
positioning, tools, and all other incidentals required to complete the work.
2. Measurement: The quantity of material dredged and placed of will be determined by
measurements completed per Add/Deduct Bid Item No. ALT-12A.
3. Payment: Tidal Channel Dredging will be paid as dredging is completed to the limits
shown on the Contract Drawings for the channel dredging area and discharged in
the salt marsh restoration/beneficial re-use areas, as stated on the Bid Form,
complete and in place.
a. The lump sum price, which is based on the stated estimated quantity of
dredging, shall be adjusted up or down per the actual cubic yards of tidal
channel material dredged and accepted by the Engineer per Add/Deduct Bid
Item No. ALT-12A. The price so-stated constitutes full and complete
compensation for all products, materials, equipment, tools labor, overhead and
profit, and incidentals required to finish the work and accepted by the
Engineer.
M. Bid Item No. ENC-13 – Salt Marsh Restoration
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Section 02925 Site Restoration
d. Includes, but is not limited to: Placing, compacting, and grading dredged
material from tidal channel dredging operations for the purpose of
constructing the salt marsh restoration areas; furnishing and installing coir
fiber rolls around perimeter of restoration areas and coir matting and erosion
control blanketing for stabilization; furnishing and installing goose exclusion
fencing and stakes; furnishing and installing bioengineered slope protection
and erosion control blanketing along upper slope at former railroad
embankment breach area; and restoring areas with vegetation and plantings as
depicted on the Contract Drawings and as directed by the Engineer. Includes
all labor, materials, equipment and all other incidentals required to complete
this work.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
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3. Payment: Salt Marsh Restoration will be paid for on a Lump Sum Basis, as stated on
the Bid Form, complete and in place.
N. Bid Item No. ENC-14 – Former Railroad Embankment Breach Excavation and Native
Channel Bed Stabilization
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Section 02485 Stone Armor Slope and Scour Protection
d. Includes, but is not limited to: Removing and stockpiling for re-use existing
stone armor slope protection and native channel bed material from within the
former railroad embankment breach area; removing gravel from former
railroad embankment and hauling/transporting to and stockpiling at Stick
Bridge Road for re-use (if suitable) or hauling off-site for disposal (if not
determined suitable); and grading existing channel bed and railroad breach
slopes and re-installing stockpiled native channel bed material in channel
bottom and channel bench to elevations and dimensions shown on the
Contract Drawings and as directed by the Engineer.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item. The quantity of material handled, loaded,
transported and disposed off-site will be determined by measurements completed
per Add/Deduct Bid Item No. ALT-14A.
3. Payment: Former Railroad Embankment Breach Excavation and Native Channel
Bed Stabilization will be paid as work is completed to the limits shown on the
Contract Drawings and as stated on the Bid Form, complete and in place.
a. The lump sum price, which is based on the stated estimated quantity of
material handled, loaded, transported and disposed off-site, shall be adjusted
up or down per the actual volume of material handled, loaded, transported and
disposed off-site and accepted by the Engineer per Add/Deduct Bid Item
No. ALT-14A. The price so-stated constitutes full and complete
compensation for all products, materials, equipment, tools labor, overhead and
profit, and incidentals required to finish the work and accepted by the
Engineer.
O. Bid Item No. ENC-15 – Former Railroad Embankment Breach Slope Stone Armor and
Bioengineered Slope Protection
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
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a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Section 02485 Stone Armor Slope and Scour Protection
d. Section 02925 Site Restoration
e. Includes, but is not limited to: Installing stone slope protection (and filling
voids with native channel bed material); installing bioengineered slope
protection measures (erosion control blanketing, lockdown netting, native or
engineered wetland soil, wattles, etc.); and restoring areas with vegetation and
plantings as depicted on the Contract Drawings and as directed by the
Engineer. Includes all labor, materials, equipment and all other incidentals
required to complete this work.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Former Railroad Embankment Breach Slope Stone Armor and
Bioengineered Slope Protection will be paid for on a Lump Sum Basis, as stated on
the Bid Form, complete and in place.
P. Bid Item No. ENC-16 – Stick Bridge Road Reconstruction
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02260 Formation of Subgrade
c. Section 02300 Earthwork
d. Includes, but is not limited to: Fine grading, compacting, and preparing
subgrade for backfill and gravel driveway; installing geotextile filter fabric;
installing, grading and compacting excavated suitable material from former
railroad embankment breach area and/or imported gravel borrow and surface
gravel as depicted on the Contract Drawings and as directed by the Engineer.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item. The quantity of material furnished and placed
from off-site will be determined by measurements completed per Add/Deduct Bid
Item No. ALT-16A.
3. Payment: Stick Bridge Road Reconstruction will be paid as work is completed to the
limits shown on the Contract Drawings and as stated on the Bid Form, complete and
in place.
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a. The lump sum price, which is based on the stated estimated quantity of
material furnished and placed from off-site, shall be adjusted up or down per
the actual volume of material transported from off-site, placed and accepted by
the Engineer per Add/Deduct Bid Item No. ALT-16A. The price so-stated
constitutes full and complete compensation for all products, materials,
equipment, tools labor, overhead and profit, and incidentals required to finish
the work and accepted by the Engineer
Q. Bid Item No. ENC-17 – Natural Boulder Wall Construction
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02300 Earthwork
c. Includes, but is not limited to: Installing natural boulder wall along southern
edge of Stick Bridge Road as depicted on the Contract Drawings and as
directed by the Engineer. Also includes restoring disturbed areas along base of
wall with loam and seed as indicated on the Contract Drawings.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
3. Payment: Natural Boulder Wall Placement will be paid for on a Lump Sum Basis, as
stated on the Bid Form, complete and in place.
R. Bid Item No. ENC-18 – Old County and Stick Bridge Roads Stabilization and Vegetative
Restoration
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable.
b. Section 02925 Site Restoration
c. Includes, but is not limited to: Restoring non-paved or non-gravel roadway
shoulder and adjacent sloped areas along Old County and Stick Bridge Roads
with loam and seed; installing soil-filled stone slope and embankment scour
and edge protection along Old County Road embankment slopes; and
installing embankment slope restoration and salt marsh restoration plantings
and vegetation as indicated on the Contract Drawings.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in constructing respective items
associated with this bid price item.
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3. Payment: Old County and Stick Bridge Roads Stabilization and Vegetative
Restoration will be paid for on a Lump Sum Basis, as stated on the Bid Form,
complete and in place.
3.2 LIST OF EAST HARBOR CULVERT REPAIR CONTRACT BASE BID ITEMS
A. Bid Item No. EH-1 – Mobilization/Demobilization and General Requirements
1. Work associated with this item will be paid for at the stated price including
respective portions of work under all specifications necessary to initiate, sustain and
conclude Contractor’s activities at the project site.
a. All or portions of the Contract Requirements and Division 1 specifications, as
applicable.
b. Includes, but is not limited to: All labor, equipment, tools, and materials
necessary to complete the work associated with the mobilization and
demobilization, materials, personnel, and equipment to and from the project
site. Mobilization shall be considered complete when the Contractor has
commenced the work on-site. Demobilization shall be considered to be
complete when the Contractor has achieved final completion of the work and
removed all equipment and materials from the site.
c. This work also includes Contractor's general requirements for completing the
work, including insurance, bonds, administration and general requirements,
meeting, schedules, temporary facilities and temporary measures not specified
elsewhere and miscellaneous costs associated with the Work including
incidentals not covered by other payment items.
d. Also includes other incidental items such as field and laboratory testing,
construction survey layout, and as-built mapping.
2. Measurement: As measured by the Contractor and accepted by the Engineer.
Contractor will be paid 50% upon completion of mobilization, 25% upon earning
50% of the total base bid contract value, and the remaining 25% upon completion of
demobilization from the site.
3. Payment: Mobilization and Demobilization and General Requirements will be paid
for on a Lump Sum basis, complete and in place.
B. Bid Item No. EH-2 – Traffic Control and Protection of Public
1. The Town will provide a police detail if needed for deployment/retrieval of traffic
controls for Rt. 6 shoulder closures.
2. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable
PAYMENT ITEMS 01205 - 14
F:\P2011\0202\C50\Deliverables\Bid & Construction Documents\Combined Projects\Div 1\01205 Payment
Items_Rev20210802.docFUSS & O’NEILL, INC. EAGLE NECK CREEK SALT MARSH RESTORATION
20110202.C50 EAST HARBOR CULVERT REPAIR
20131222.A12 TRURO, MA
UPDATED 8/3/2021
b. Section 01555 – Traffic Control
c. Includes, but is not limited to: Installation, maintenance and removal of all
temporary markings, barricades, signs, cones, lights and other products and
materials required for control of vehicular and pedestrian traffic to public and
private properties within and abutting the project site and adjacent areas
3. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in establishing, maintaining, and
removing temporary public protection measures.
4. Payment: Traffic Control and Protection of Public will be paid for on a Lump Sum
Basis, complete and in place.
C. Bid Item No. EH-3 – Temporary Erosion and Sedimentation Control
1. Work associated with this item will be paid for at the stated price including, but not
limited to, applicable portions of work under the following:
a. All or portions of Division 1 specifications, as applicable
b. Section 01572 – Temporary Erosion and Sedimentation Control
c. Section 02300 – Earthwork
d. Section 02925 – Site Restoration and Plantings
e. Includes, but is not limited to: Installing, maintaining, removing and disposing
all temporary erosion and sedimentation control measures and practices for
completion of all work associated with the project. Includes removing and
disposing of all accumulated sediment off site and installing/maintaining
controls or establishing temporary vegetation in areas to remain dormant for
extended periods as indicated on the Contract Drawings.
2. Measurement: As measured by the Contractor and accepted by the Engineer, pro-
rated with the Contractor’s progress of work in providing, maintaining, removing
and disposing all temporary and erosion control measures and practices required for
completion of work.
3. Payment: Temporary Erosion and Sedimentation Control will be paid for on a Lump
Sum Basis, complete and in place.
D. Bid Item No. EH-4 – Control of Water
1. Work associated with this item will be paid for at the stated price including, but not
limited to, work under the following:
a. All or portions of Division 1 specifications, as applicable
b. Section 02199 – Control of Water
c. Section 02240 – Subsurface Dewatering
PAYMENT ITEMS 01205 - 15
F:\P2011\0202\C50\Deliverables\Bid & Construction Documents\Combined Projects\Div 1\01205 Payment
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