Project 185 - Specifications - 2011-04-29 COSTA MESA SANITARY DISTRICT
ORANGE COUNTY CALIFORNIA
CONTRACT SPECIFICATIONS
FOR
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
Project No. 185
Bid Date: April 29 2011
Contract Time: 75 Working Days
�gP SANIT44
a L1/ Oy
F:5: ❑ 000 I L.na°On
n o
4 —3
7/ 8190
.%PORKYVS)♦
Robin B. Hamers
District Engineer
Costa Mesa Sanitary District
?co fESs
(7 ROBIN B. HAMERS
RCE NO. 31720
0* EX•* 731/2012
9 z/ii
BID SET NUMBER
6
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
Pro/cc!No. 185
TABLE OF CONTENTS
NOTICE INVITING SEALED PROPOSALS (BIDS)
BID PROPOSAL
STANDARD SPECIFICATIONS
SPECIAL PROVISIONS
CITY OF COSTA MESA STANDARDS
I ENCROACHMENT PERMIT REQUIREMENTS
2. CITY OF COSTA MESA STD DWG NO 813
COSTA MESA SANITARY DISTRICT STANDARDS
3 CMSD STD DWG NO S-100
4 CMSD STD DWG NO S-103
5 CMSD STD. DWG.NO 5-104-A
6. CMSD STD DWG NO S-112
COSTA MESA SANITARY DISTRICT CONSTRUCTION AGREEMENT
CITY OF NEWPORT BEACH PROJECT REQUIREMENTS
COSTA MESA SANITARY DISTRICT
ORANGE COUNTY CALIFORNIA
NOTICE INVITING SEALED PROPOSALS(RIDS)
NOTICE IS HEREBY GIVEN that the Board of Directors of the Costa Mesa Sanitary District invites
and will receive sealed proposals (bids) for furnishing all labor materials, equipment, transportation,
permits,and other items necessary for the construction of the following project:
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE 1
Pr ,jeer No. 185
Bids will be received by the Costa Mesa Sanitary District office at 628 West 19th Street, Costa Mesa,
California until the hour of 10:00 a.m. on the 31st day of May 2011 at which time they will he
opened publicly and read aloud in the Board Conference Room. Sealed proposals shall bear the title of
the project and the name of the bidder Any hid received after the scheduled hid opening time shown
above will not be accepted and returned to the bidder unopened. It shall he the sole responsibility of the
bidder to seal and deliver the bid proposal to the District office at or before the time specified in this
notice provided.
A set of the approved contract documents including plans and specifications may he obtained at the
District office or requested by phone at (949) 645-8400 Extension 221 for a non-refundable payment of
$10.00 An additional payment of 515.00 will be required to cover shipping costs.
1 he Contractor shall comply with the provisions of the California Labor Code, the prevailing rate and
scale of wages determined by the Director of the Department of Industrial Relations, State of
California. Prevailing rates shall be paid to all workers employed in the performance of the contract.
Such rates of wages are on file with Department of Industrial Relations and in the office of the District
and are available to any interested party upon request. The contractor is responsible for all penalties
prescribed for noncompliance to these provisions.
Each hid shall be submitted on the Bid Proposal Form furnished as part of the contract documents, and
shall be accompanied by a certified check, a cashier's check or a bidder's bond in an amount not less than
10-percent of the amount of the bid, made payable to the Costa Mesa Sanitary District. The check or
bond shall be given as guarantee that the bidder will enter into a contract with the District and furnish the
required payment and performance bonds and certificates of insurance and endorsements if awarded the
work. The check or bond will be declared forfeited if the successful bidder does not enter into the
contract or furnish the required bonds and insurance forms under the time frame specified in the
construction agreement.
It is imperative that the bidders carefully review this notice and the District s standard construction
agreement and insurance forms. The successful bidder will be required to comply with all requirements
in the standard construction agreement and insurance forms. In the event of failure or inability to meet
these requirements after the award of contract, the District shall have the right to reject the bid and/or
declare a forfeiture of the hid bond.
Pursuant to California Contract Code Section 22300, CONTRACTOR will he entitled to post approved
securities with the District or an approved financial institution in order to have the District release funds
retained by the District to insur performance of the contract.
Liquidated damages in the sum of $250 per day shall be imposed for each unexcused day beyond the
contract completion date.
CMSD Project No. 185 Notice Inviting Sealed Proposals (Bids)— I of 2
The Board of Directors of the District reserves the right to select the schedule(s) under which the bids are
to be compared and contract(s) awarded. to reject any and all bids, and to waive any and all irregularity in
any bid.
Dated: April 29 2011 BY ORDER OF THE BOARD OF DIRECTORS
OF THE COSTA MESA SANITARY DISTRICT
CMSD Project No. 185 Notice Inviting Scaled Proposals(Bids)-2 oft
COSTA MESA SANITARY DISTRICT
ORANGE COUNTY CALIFORNIA
BID PROPOSAL FORM
SYSTEM WIDE SEWER RECONS'I RUCTION- PHASE I
Pi o ec/No 185
Nance of Bidder
Address.
Phone No.
TO THE BOARD OF DIRECTORS
COSTA MESA SANITARY DISTRICT
Pursuant to and in compliance with the Notice Inviting Sealed Proposals (Bids) and the other documents
relating thereto. the undersigned bidder has carefully examined and is completely familiar with the plans,
specifications. and contract documents including the local conditions affecting the performance of the
contract, the character quality quantities. and scope of the work, and the materials to be furnished as to
the requirements of the specifications and the contract.
If awarded the contract, the undersigned bidder hereby proposes and agrees to perform within
75 WORKING DAYS, including all of its component parts and everything required to be performed,
and to furnish any and all of the labor material, tools, equipment, transportation, services, permits,
utilities, and all other items necessary to perform the contract and complete in a workmanlike manner, all
of the work required in connection with the construction of said work all in strict conformity with the
plans and specifications and other contract documents. including addenda Nos. , and
on file in the District office for the prices hereinafter set forth.
The undersigned as bidder declares that the only persons or parties interested in this proposal as
principals are those named herein; that this proposal is made without collusion with any person, firm, or
corporation; and he proposes and agrees, if the proposal is accepted, that he will execute a contract with
the District in the form set forth in the contract documents and that he will accept in full payment thereof
the following prices, to wit:
CMSD Project No. 185
Bid Proposal Form— I of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. UNIT TOTAL
DESCRIPTION
ITEM QUANTITY PRICE AMOUNT
I Lump Sum Bonds, Insurance, and Permits. Work under this item
includes any costs incurred for securing bonds, insurance
permits and financing for construction work. Lump Sum $
2 Lump Sum Mobilization, Demobilization and Cleanup: Work under
this item shall include preparatory and cleanup operations
including, but not limited to, those necessary for the
movement of personnel, equipment, materials, and
incidentals to and from the project site, securing a
temporary construction yard. and maintaining the project
site in a sale and orderly manner during construction. Lump Sum $
3 Lump Sum Segment I per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
4 Lump Sum Segment 2 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—2 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. UNIT TOTAL
DESCRIPTION
ITEM QUANTITY PRICE AMOUNT
5 Lump Sum Segment 3 per Plan.
Remove Existing 8-inch VCP sewer and Install New 8-
inch VCP Sewer Main With Type 'G' Compression
Joints Per Plans and Specifications. Work under this item
shall be all inclusive and include, but is not limited to
traffic control, sewer flow diversion, temporary paving
and patching or trench plates. trench excavation, control
of ground water and surface water bedding, backfill, and
compaction per City Standard 813, installation of pipe
and fittings removal or protection of interfering portions
of existing utilities or improvements, temporary and
permanent support of utilities, disposal of excess
excavation materials, final paving and striping and all
other work necessary to install the sewer main complete
in place.
Work under this item shall also include adequate
sheeting, shoring and bracing or equivalent methods for
the protection of the life and Iimb. which shall comply to
applicable safety orders including, but not limited to,
planning, designing, engineering, furnishing,
constructing, and removing temporary sheeting, shoring
and bracing. and any other work necessary to conform to
the requirements of any permits. OSHA and the
Construction Safety Orders of the State of California,
pursuant to the provisions of Section 6707 of the
California Labor Code. Lump Sum $
6 Lump Sum Segment 4 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—3 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX, DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
7 Lump Sum Segment 5 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
8 Lump Sum Segment 6 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer I ine. Lump Sum $
9 Lump Sum Segment 7 per Plan.
Construct sewer spot repair at location shown
(62' min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
10 Lump Sum Segment 8 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form-4 of26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS(SCHEDULE A)
SYSTEM WIDE SEWER RECONS'I RUCTION- PHASE I
BID APPROX. DF.SCRIP'I'ION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
I I Lump Sum Segment 9 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
12 Lump Sum Segment 10 per Plan.
Construct sewer spot repair at location shown
(69' min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer Clow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
1 3 Lump Sum Segment I I per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
14 Lump Sum Segment 12 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—5 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK. ITEMS(SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
IS Lump Sum Segment I per Plan.
Construct sewer spot repair at location shown
(3 spots at 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
16 Lump Sum Segment 14 per Plan.
Construct sewer spot repair at location shown
(51 min.)
Work under this item shall he all inclusive and include
furnishing and installing all labor, material, sewer Ilow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
17 Lump Sum Segment 15 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 and 50' min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
18 Lump Sum Segment 16 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—6 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS(SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
19 Lump Sum Segment 17 per Plan.
Rehabilitate sewer line by CIPP method. $
Option A Full length from manhole to manhole Lump Sum
Option B- Spot Repair by CIPP method (3 spots at 4' Lump Sum $
min.)
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line.
20 Lump Sum Segment 18 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
21 Lump Sum Segment 19 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 min.).
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
22 Lump Sum Segment 20 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—7 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
23 Lump Sum Segment 21 per Plan.
Construct sewer spot repair at location shown
(5 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
24 Lump Sum Segment 22 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 min.).
Work under this item shall be all inclusive and include
furnishing and installing all labor material. sewer tlow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
25 Lump Sum Segment 23 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 min.).
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
26 Lump Sum Segment 24 per Plan.
Construct sewer spot repair at location shown
(4 min.).
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—8 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
27 Lump Sum Segment 25 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
28 Lump Sum Segment 26 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
29 Lump Sum Segment 27 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material. sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
30 Lump Sum Segment 28 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—9 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS(SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIP'FION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
31 Lump Sum Segment 29 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
32 Lump Sum Segment 30 per Plan.
Construct sewer spot repair at location shown
(178 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
33 Lump Sum Segment 31 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
34 Lump Sum Segment 32 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 10 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS(SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
35 Lump Sum Segment 33 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer I inc. Lump Suni $
36 Lump Sum Segment 34 per Plan.
Construct sewer spot repair at location shown
(2 spots at 5 and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion. traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
37 Lump Sum Segment 35 per Plan.
Construct sewer spot repair at location shown
(28' min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material. sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
38 Lump Sum Segment 36 per Plan.
Rehabilitate sewer line by CIPP method.
Option A Pull length from manhole to manhole $
Option B- Spot Repair by CIPP method (4 spots at 4'
Lump Sum
min.) p
Work under this item shall be all inclusive and include Lump Sum $
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line.
CMSD Project No. 185
Bid Proposal Form— 11 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX, DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
39 Lump Sum Segment 37 per Plan.
Rehabilitate sewer line by CIPP method.
Option A Full length from manhole to manhole
Option B- Spot Repair by CIPP method (4 spots at 4'
min.)
Lump Sum
Work under this item shall be all inclusive and include Lump Sum $
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessan to
rehabilitate sewer line.
40 Lump Sum Segment 38 per Plan.
Construct sewer spot repair at location shown
(144 min.)
Work under this item shall include furnishing and
installing all labor material, and work necessary to
rehabilitate sewer line. Lump Sum $
41 Lump Sum Segment 39 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
42 Lump Sum Segment 40 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 and 46 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 12 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX, DESCRIPTION
UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
43 Lump Sum Segment 41 per Plan.
Construct sewer spot repair at location shown
(3 spots at 16' 4 and 4 min.)
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer Iine. Lump Sum $
44 Lump Sum Segment 4h, per Plan.
Rehabilitate sewer line by CIPP method.
Option A Full length from manhole to manhole Lump Sum $
Option B- Spot Repair by CIPP method (4 spots at 4' Lump Sum $
min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line.
45 Lump Sum Segment 43 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion. traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
46 Lump Sum Segment 44 per Plan.
Construct sewer spot repair at location shown
(2 spots at 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 13 of 26
CMSD SEVER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
47 Lump Sum Segment 45 per Plan.
Construct sewer spot repair at location shown
(4 spots at 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
48 Lump Sum Segment 46 per Plan.
Construct sewer spot repair at location shown
(2 spots at S and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material. sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
49 Lump Sum Segment 47 per Plan.
Construct sewer spot repair at location shown
(2 spots at 29' and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material. sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
50 Lump Sum Segment 48 per Plan.
Construct sewer spot repair at location shown
(2 spots at 6' and 44 min.)
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 14 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
51 Lump Sum Segment 49 per Plan.
Construct sewer spot repair at location shown
(2 spots 20' and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
52 Lump Sum Segment 50 per Plan.
Construct sewer spot repair at location shown
(2 spots 15 and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
53 Lump Sum Segment 51 per Plan.
Construct sewer spot repair at location shown
(126' min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Suni $
54 Lump Sum Segment 52 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 15 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. UNIT TOTAL
DESCRIPTION
ITEM QUANTITY PRICE AMOUNT
55 Lump Sum Segment 53 per Plan.
Construct sewer spot repair at location shown
(3 spots 4 min.)
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and \Mork necessary to
rehabilitate sewer line. Lump Sum $
56 Lump Sum Segment 54 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall he all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
57 Lump Sum Segment 55 per Plan.
Construct sewer spot repair at location shown
(3 spots 6' 4 and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No 185
Bid Proposal Form— 16 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
58 Lump Sum Segment 56 per Plan.
Remove Existing 8-inch VCP sewer and Install New 8-
inch VCP Sewer Main With Type 'G' Compression
Joints Per Plans and Specifications. Work under this item
shall be all inclusive and include, but is not limited to
traffic control, sewer flow diversion, temporary paving
and patching or trench plates, trench excavation, control
of ground water and surface water bedding, backfill, and
compaction per City Standard 81 installation of pipe
and fittings, removal or protection of interfering portions
of existing utilities or improvements, temporary and
permanent support of utilities, disposal of excess
excavation materials, final paving and striping and all
other work necessary to install the sewer main complete
in place.
Work under this item shall also include adequate
sheeting, shoring and bracing or equivalent methods for
the protection of the life and limb, which shall comply to
applicable safety orders including, but not limited to,
planning, designing, engineering, furnishing,
constructing, and removing temporary sheeting, shoring
and bracing, and any other work necessary to conform to
the requirements of any permits, OSHA and the
Construction Safety Orders of the State of California,
pursuant to the provisions of Section 6707 of the
California Labor Code. Lump Sum $
59 Lump Sum Segment 56 per Plan.
Rehabilitate full length of sewer segment by CIPP
method after completion of Bid Item 61
Cleaning DIP portion of sewer line (13') by impact
cutter
Work tinder this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 17 of26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
60 Lump Sum Segment 57 per Plan.
Construct sewer spot repair at location shown
(3 spots 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
61 Lump Sum Segment 55 per Plan.
Construct sewer spot repair at location shown
(14 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
62 Lump Sum Segment 59 per Plan.
Construct sewer spot repair at location shown
(5 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor, material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
6' Lump Sum Segment 60 per Plan.
Construct sewer spot repair at location shown
(3 spots 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 18 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION
TOTAL
DESCRIP
ITEM QUANTITY PRICE AMOUNT
64 Lump Sum Segment 61 per Plan.
Construct sewer spot repair at location shown
(2 spots 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer Clow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
65 Lump Sum Segment 62 per Plan.
Construct sewer spot repair at location shown
(3 spots 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
66 Lump Sum Segment 6_' per Plan.
Construct sewer spot repair at location shown
(2 spots 5 and 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
67 Lump Sum Segment 64 per Plan.
Construct sewer spot repair at location shown
(4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer Ilow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form— 19 of 26
CMSD SEWER PROJECT NO. IRS
SCHEDULE OF WORK ITEMS (SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
68 Lump Sum Segment 65 per Plan.
Construct sewer spot repair at location shown
(3 spots 4 min.)
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan, and work necessary to
rehabilitate sewer line. Lump Sum $
69 Lump Sum Segment 66 per Plan.
Rehabilitate full length of sewer segment by CIPP
method.
Work under this item shall be all inclusive and include
furnishing and installing all labor material, sewer flow
diversion, traffic control plan. and work necessary to
rehabilitate sewer line. Lump Sum $
CMSD Project No. 185
Bid Proposal Form—20 of 26
CMSD SEWER PROJECT NO. 185
SCHEDULE OF WORK ITEMS(SCHEDULE A)
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
70 Lump Sum Segment 67 per Plan.
Remove Existing 12-inch VCP sewer and Install New
12-inch VCP Sewer Main With Type 'G' Compression
Joints Per Plans and Specifications. Work under this item
shall be all inclusive and include, but is not limited to
traffic control, sewer flow diversion, temporary paving
and patching or trench plates, trench excavation, control
of ground water and surface water bedding, backfill, and
compaction per City Standard 813 installation of pipe
and fittings, removal or protection of interfering portions
of existing utilities or improvements, temporary and
permanent support of utilities, disposal of excess
excavation materials, final paving and striping and all
other work necessary to install the sewer main complete
in place.
Work under this item shall also include adequate
sheeting, shoring and bracing or equivalent methods for
the protection of the life and limb, which shall comply to
applicable safety orders including, but not limited to,
planning, designing, engineering, furnishing,
constructing, and removing temporary sheeting, shoring
and bracing, and any other work necessary to conform to
the requirements of any permits, OSHA and the
Construction Safety Orders of the State of California,
pursuant to the provisions of Section 6707 of the
California Labor Code. Lump Sum $
TOTAL AMOUNT OF
ITEMS I THROUGH 70 S
(TOTAL IN WORDS—SCHEDULE A)
Bidders Initials
Note: In case of a discrepancy between the words and figures.the words shall prevail.
CMSD Project No, 185
Bid Proposal Form—21 of 26
The Contractor agrees that the District will not be held responsible if any of the approximate quantities
shown in the foregoing proposal shall be found incorrect, and he shall not make any claim for damages
or for loss of profits because of a difference between the quantities of the various classes of work as
estimated and the work actually done. If any error omission or mis-statements shall he discovered in
the estimated quantities, it shall not invalidate this contract or release the Contractor from the
execution and completion of the whole or part of the work herein specified, in accordance with the
specifications and the plans herein mentioned and the prices herein agreed upon and fixed therefor, or
excuse him from any of the obligations or liabilities hereunder or entitle him to any damages or
compensation otherwise than as provided for in this contract.
The Contractor agrees that the District shall have the right to increase or decrease the quantity of
any hid item or portion of the work or to omit portions of the work as may be deemed necessary or
expedient. and that the payment for incidental items of work, not separately provided in the proposal
shall be considered included in the price bid for other various items of work.
Accompanying this proposal is
(S ).
NOTICE. Insert the words 'Cash 'Certified Check or 'Bidder s Bond' as the case may be in an
amount equal to at least 10%of the total bid price, payable to the Costa Mesa Sanitary District.
The undersigned deposits the above named security as a proposal guaranty and agrees that it shall
be forfeited to the Costa Mesa Sanitary District as liquidated damages in case this proposal is accepted
by the District and the undersigned shall fail to execute a contract for doing said work and to furnish
good and sufficient bonds in the form set forth in the specifications and contract documents of the
District with surety satisfactory to the District within 10 Days after the bidder has received written
notice of the award of the contract; otherwise, said security shall be returned to the undersigned.
Respectfully submitted,
Contractor's Business Name Contractor Title
Business Address: Street By Title
City State Zip Contractor's License, Expiration
Date & Classification
Business Phone Number
Name Title
Residence Phone Number
Bidder s Residence. Street
City State Zip
CM SD Project No. 185
Bid Proposal Form—22 of 26
I declare under penalty of perjury under the laws of the State of California that the forgoing is true
and correct.
Dated at this day of 20
(Signed)
The full names and residences of all persons and parties interested in the foregoing proposal, as
principals. are as follows.
NOTICE. Give First and last names in full; in case of corporation, give names of President. Secretary
Treasurer and Manager and affix corporate seal; in all cases of partnerships and joint ventures give
names of all the individual members.
CONSTRUCTION PROJECT REFERENCES
In order to more fully evaluate your background and experience for the project herein proposed, it is
requested that you submit a list of Public Works and/or similar construction projects completed, or in
progress,within the last 24 months. Your cooperation in this matter is greatly appreciated.
DATE PROJECT AGENCY'S CONTRACT
AWARDED AWARDING AGENCY ADMINISTRATOR
CMSD Project No. 185
Bid Proposal Form—23 of 26
PROJECT ADDENDA
Bidder shall signify receipt of all Addenda here, if any
ADDENDUM NO DATE RECEIVED BIDDER'S SIGNATURE
DESIGNATION OF SUBCONTRACTORS
In compliance with the 'Subletting and Subcontracting Fair Practices Act' being Sections 4100-4113
of the Government Code of the State of California, and any amendments thereto, each bidder shall set
forth below the name and location of the place of business of each Subcontractor who will perform
work or labor or render service to the prime Contractor in or about the construction of the work or
improvement in an amount in excess of 1/2 of I of the prime Contractor's total bid and shall further
set forth the portion of the work which will be done by each such Subcontractor Only one
Subcontractor for each such portion shall be listed.
If the Contractor fails to specify a Subcontractor for any portion of the work to be performed under
the contract, he shall he deemed to have agreed to perform such work himself, and he shall not he
permitted to subcontract that portion of the work except under the conditions hereinafter set forth.
Subletting or subcontracting of any portion of the work to which no Subcontractor was designated in
the original bid, shall only be permitted in cases of public emergency or necessity and then only after a
finding reduced to writing as a public record of the Legislative Body of the owner
Portion State License
Of Work Subcontractor's Name and Address Number Class
CMSD Project No. 185
Bid Proposal Form—24 of 26
10% BIDDER'S BOND TO ACCOMPANY PROPOSAL
(Required if the bidder desires to submit bond instead of a certified or cashier's check).
KNOW ALL PEOPLE BY THESE PRESENTS.
That we. as principals, and
as surety are held and firmly hound unto the Costa
Mesa Sanitary District, a special district, organized under the laws of the State of California and situated
in Orange County in the sum of
(S ) to be paid to the District, its successors and assigns, for which payment
well and truly to be made, we hind ourselves, our heirs, executors, and administrators, successors or
assigns.joint and severally firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH.
That if the certain proposal of the above bounden
is accepted by the Costa Mesa
Sanitary District, and if the above bounden, his
heirs, executors, administrators, successors and assigns, shall duly enter into and execute a contract
for such construction, and shall execute and deliver the LABOR AND MATERIAL and the FAITHFUL
PERFORMANCE BONDS described within 10 days (not including Sunday) from the date of the
mailing of a notice of the above bounden, by and from District, that said
contract is ready for execution, then this obligation shall become null and void: otherwise it shall be and
remain in full force and virtue.
IN WITNESS WHEREOF
We hereunto set our hands and seals this day
of 20
CMSD Project No. 185
Bid Proposal Form—25 of 26
NON-COLLUSION AFFIDAVIT
The bidders, by Us officers and agents or representatives present at the time of filing this hid, being
duly sworn on their oaths say that neither they nor any of them have in any way directly or
indirectly entered into any arrangement or agreement with any other bidder or with ally public officer
of Costa Mesa Sanitary District whereby such affiant or affiants or either of them has paid or is to pay to
such bidder or public officer any sum of money or has given or is to give to such other bidder or public
officer anything of value whatever or such affiant or affiants or either of them has not directly or
indirectly entered into any arrangement or agreement with any other bidder or bidder which tends to
or does lessen or destroy free competition in the letting of the contract sought for on the attached bids;
that no bid has been accepted from any Subcontractor or supplier through any bid depository the By
Laws, Rules, or Regulation of which prohibit or prevent the Contractor from considering any bid from
any Subcontractor or supplier which is not processed through said bid depository or which prevent any
Subcontractor or supplier from bidding to any Contractor who does not use the facilities of or accept
bids from or through such bid depository that no inducement of any torm or character other than that
which appears upon the face of the bid will he suggested, offered, paid or delivered to any person of the
contract, nor has this bidder any agreement or understanding of any kind whatsoever with any person
whomsoever to pay deliver to, or share with any other person in any way or manner any of the
proceeds of the contracts sought by this hid.
Suhscribed and sworn to before me by
This _day of 20_
My Commission expires.
Notary Public
CMSD Project No. 185
Bid Proposal Form—26 of 26
STANDARD SPECIFICATIONS
Except as hereinafter provided, the provisions of the latest edition of the 'Standard Specifications
for Public Works Construction' (Green Book) and all amendments thereto, adopted by the Joint
Cooperative Committee of Southern California Chapter American Public Works Association; hereinafter
referred to as Standard Specifications, are adopted as the 'Standard Specifications of the Costa Mesa
Sanitary District and shall be considered as a part of these specifications. Also a part of these
specifications are the Costa Mesa Sanitary District's Standard Plans and Specifications for the
Construction of Sanitary Sewers.
The following additions are made to the 'Standard Specifications If there is a conflict between
the Standard Specifications and these additions, these additions shall have first precedence.
12 DEFINITIONS
(a) AGENCY The Costa Mesa Sanitary District, also hereinafter called 'District'
(b) BOARD The Board of Directors of the Costa Mesa Sanitary District.
(c)CONTRACT Documents including hut not limited to the Proposal. Standard Specifications,
General Provisions, Special Provisions, Plans, Bonds. Insurance, Contract
Agreement and all Addenda setting forth any modifications of the document.
(d) ENGINEER District Engineer of the Costa Mesa Sanitary District.
(e) BIDDER Any individual, co-partnership, association or corporation submitting a
proposal for the work contemplated acting directly or through a duly
authorized representative.
(1) LEGAL ADDRESS The legal address of the Contractor shall be the address of contractor given on
the Contractors bid and is hereby designated as the place to which all notices,
letters or other communications to the Contractor shall be mailed or delivered.
(g) LABORATORY An established laboratory approved and authorized by the Engineer for testing
materials and work involved in the contract.
(h) STATE Chapter Part 5, Division 3, Title 2 of the CONTRACT Government Code.
The provisions of this ACT and other applicable laws, form and constitute a
part of the provisions of this contract to the same extent as it set forth herein,
in full.
2 1 AWARD AND EXECUTION OF CONTRACT
The award of contract, if awarded, will he to the lowest responsible bidder whose proposal
complies with all requirements of the notice inviting bids. The District, however reserves the right to
reject any or all bids, and to waive any informality in the bids received. The award, if made. will be
made within 30 days after the opening of the bids.
PROCEDURE FOR PROPOSAL SUBMITTAL
Proposal shall be made and submitted on the Proposal Forms in accordance with the Notice
Inviting Bids.
No person, firm, or corporation. shall be allowed to make, file, or be interested in, more than
one hid for the same work, unless alternate bids are called for A person, firm, or corporation, who
has submitted a sub-proposal to a bidder or who has quoted prices on materials to a bidder, is not
CMSD Project No. 185
Standard Specifications— I of 8
hereby disqualified from submitting a sub-proposal or quoting prices to other bidders. IF, on the
opening of hids, more than one hid appears in which the same person, firm, or corporation, is
interested as a principal, all such bids shall be rejected.
Proposals with interlineations. alterations, or erasures, shall be initialed by the bidder's authorized
agent. Alternative proposals, special conditions, or other limitations or provisions affecting the bid, except
as such called for by the contract documents, will render the bid informal and may cause its rejection. All
proposals must give the prices hid for the various items of work and must be signed by the bidder who
shall give his address. Each bid shall have thereon the affidavit of the bidder that such bid is genuine and
not sham or collusive or made in the interest or behalf of any other person not therein named and that the
bidder has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any
person, firm or corporation to refrain from bidding and that the bidder has not in any manner sought by
collusion to secure himself an advantage over any other bidder
REQUEST FOR INTERPRETATION
If any person contemplating submitting a bid is in doubt as to the true meaning of any part of the
plans, specifications, or other proposed contract documents, or finds discrepancies in, or omissions from
the drawings or specifications, he may request the Engineer in writing, for an interpretation or correction
thereof The person submitting such a request shall be responsible for its prompt delivery All such
interpretations of the contract documents will be made only by Addenda duly issued and a copy of each
such Addendum will be mailed or delivered to each person receiving a set of contract documents at his
last address of record. The District will not be responsible for any other explanations or interpretations of
the contract documents.
RETURN OF BID SECURITY
Any bidder may withdraw his bid. either personally or by telegraphic or written request, at any
time prior to the scheduled closing time for the receipt of bids. It is the sole responsibility of the bidder to
see that any such telegraphic or written request is delivered to the District Clerk prior to said closing time.
Bid security of such bidders will be returned promptly to the bidder
The bid security of the three lowest bidders will be retained until the contract is awarded, entered
into and executed with the bidder of accepted bid, after which those will be returned to the respective
bidders with whose proposal they accompanied. The bid security of all other bidders will be returned after
the canvass of bids.
The bid security of the bidder of accepted bid will he held by the District until the contract has
been entered into, and the bonds accompanying the same are approved and filed, whereupon the said bid
security will be returned to the bidder
If the bidder fails or refuses to enter into contract to do the work. the bid security shall be forfeited
to the District and shall be collected and paid to the General Fund of the District.
LICENSE REQUIRED
Contractor shall have a Class A or C42 license to perform this work.
OR EQUAL PROVISION
When otherwise specified, any product called for on these Specifications may he substituted using
the process described in Public Contract Code Section 3400.
EXECUTION OF CONTRACT
The contract shall be signed by the successful bidder and returned to the District, together with the
contract bonds as specified in Section 2-4 of the Standard Specifications and as amended below and any
changes or additions made thereto in these specifications within 10 days after receipt of written notice of
award of contract. The form of contract agreement to be executed by the Contractor will be supplied by
CMSD Project No. 185
Standard Specifications—2 of 8
the Counsel for the District. No proposal shall he considered binding upon the District until the execution
of the contract by the District.
ASSIGNMENT OF CLAYTON ACT AND CARTWRIGHT ACT CLAIMS
In entering into a public works contract or a subcontract to supply goods. services, or materials
pursuant to a public works contract. the contractor or subcontractor offers and agrees to assign to the
awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of
the Clayton Act (15 U S.C. Sec. I S) or under the Cartwright Act (Chapter 2 (commencing with Section
16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods,
services, or materials pursuant to the public works contract or the subcontract. This assignment shall be
made and become effective at the time the awarding body tenders final payment to the contractor without
further acknowledgement by the parties.
MINED CONSTRUCTION MATERIAL
CONTRACTOR warrants that it will not purchase mined construction material for PROJECT
except from a mining operation that is currently identified in the list published pursuant to subdivision (h)
of Section 2717 of the Public Resources Code.
231 SUBCONTRACTS GENERAL
The Engineer as duly authorized officer may consent to Subcontractor substitution requested by
the Contractor subject to the limitations and notices prescribed in Section 4107 of the Public Contract
Code.
2-4 CONTRACT BONDS
The 'Faithful Performance Bond' and the 'Labor and Material Bond' shall both he one hundred
percent (100%) of the contract price and shall he furnished on the District's standard forms. The Faithful
Performance Bond shall be held for one year from the date the Notice of Completion is recorded.
Sureties providing performance bonds for Contractors must be licensed or agree to employ a
licensed Contractor with a Class A or other applicable specialty contractor's license from the State of
California.
2 5 PLANS AND SPECIFICATIONS
Engineer will provide the Contractor free of charge, copies of plans and specifications that are
reasonably necessary for the execution of work.
Contractor shall, at his own expense, obtain copies of Standard Specifications and Standard Plans
and Specifications of the State of California, for his general use.
If after award of contract, should it appear that the work to be done, or any matter relative thereto,
is not sufficiently detailed or explained in the specifications and plans, the Contractor shall apply to the
Engineer for such further explanations as may be necessary and shall conform to such explanation or
interpretation as part of the contract.
All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall
carefully check and verify all dimensions and quantities and shall immediately inform the Engineer or his
representative of any discrepancies.
CMSD Project No. 185
Standard Specifications—3 of 8
2-9 I PERMANENT SURVEY MARKERS
Unless otherwise provided in the Special Provisions, the Contractor shall he responsible for
protecting all existing horizontal and vertical survey controls, monument, tics and benchmarks located
within the limits of the work. If any of the above require removal. relocating or resetting, the Contractor
shall, prior to any construction work and under the supervision of a California-licensed Land Surveyor or
Civil Engineer establish sufficient temporar\ ties and benchmarks to enable the points to be reset after
completion of construction.
Any ties, monuments and benchmarks disturbed during construction shall he reset per local
agency standards after construction and the tie notes submitted to the appropriate governing agency on 8-
1/2' X I I loose leaf paper The Contractor and his sureties shall be liable for at his own expense, any
resurvey required due to his negligence in protecting existing ties, monuments, benchmarks or any such
horizontal and vertical controls
Unless a separate bid item is provided, full compensation for conlbrming to the requirements of
this sub-section shall be considered as included in the contract bid price paid for various other items of
work and no additional compensation will be allowed.
2 I I INSPECTION
The Contractor shall give at least 48 hours advance notice of time when he or his Subcontractor
will start or resume the various units of operations of the work as per the contract, or resume the said units
or operations when they have been suspended as per the contract.
The above notice is to be given during working hours. exclusive of Saturday Sunday or holidays
for the purpose of permitting the Engineer to make necessary assignments of his representative or
inspector on the work.
Any work performed in conflict with said notice without the presence or approval of the inspector
or work covered up without notice, approval or consent may be rejected or ordered to he uncovered for
examination at Contractor's expense, and shall he removed at Contractor's expense. if so ordered by the
Engineer or inspector on the work. Any unauthorized or defective work, defective material or
workmanship or any unfaithful or imperfect work that may be discovered before the final payment or
final acceptance of work or exoneration of bonds shall be corrected immediately without extra charge
even though it may have been overlooked in previous inspections and estimates or may have been caused
due to failure to inspect the work.
All authorized alterations affecting the requirements and information given on the approved plans
shall be in writing.No changes shall be made on any plan or drawing after the same has been approved by
the Engineer except by direction of the Engineer in writing. Deviations from the approved plans, as may
be required by the exigencies of constructions will be determined in all cases by the Engineer and
authorized in writing.
All instructions, rulings and decisions of the Engineer shall be in writing and shall be final and
binding on all parties unless formal protest is made in writing, as provided in the following paragraph,
and as provided in Section 1670 of the Civil Code.
If the Contractor considers any work demanded of him to be outside the requirements of the
contract, or if he considers any instruction, ruling or decision of the Inspector or Engineer to be unfair, he
shall within 10 days after any such demand is made, or instruction, ruling or decision is given, file a
written protest with the Engineer stating clearly and in detail his objections and reasons therefore. Except
for such protests and objections as are made of record, in the manner and within the time above stated, the
Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and
extensions of time on account of demands, instructions, rulings and decisions of the Engineer
Upon receipt of any such protest from the Contractor the Engineer shall review the demand,
instruction, ruling or decision objected to and shall promptly advise the Contractor in writing, of his final
CMSD Project No. 185
Standard Specifications—4 of 8
decision, which shall be binding on all parties, unless with the 10 days thereafter the Contractor shall file
with the Board of Directors a formal protest against said decision of the Engineer The Board of Directors
shall consider and render a final decision on any such protest within 30 days of receipt of same.
3-I 1 CHANGES REQUESTED BY THE CONTRACTOR. GENERAL
Engineer shall be the duly authorized officer to grant the changes prescribed in this section.
3-3 I EXTRA WORK. GENERAL
The extra work as defined in this section of Standard Specifications and any work done beyond
the lines and grades shown on the plans shall only be performed when ordered in writing by the Engineer
In absence of such written order any such work shall he considered unauthorized and will not be paid for
Work so done may be ordered removed at the Contractor's expense.
6-I CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
Prior to the commencement of construction. arrangements will be made for a meeting between
the Contractor and the Engineer The purpose of this meeting is to coordinate the activities of the
Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify
inspection procedures. The Contractor will he required to submit for approval by the Engineer, a complete
schedule showing the number of working days required to complete the project.
6-6.2 EXTENSIONS OF TIME
In the event the work called for under the contract is not finished and completed in all parts and
requirements within the time specified, the Board of Directors shall have the right to increase the number
of working days for completion or not, as may seem best to serve the interest of the District.
Except for the delays beyond Contractor's control as described in Sections 5-5 and 6-6.1 the
District shall have the right to charge the Contractor his heirs, assigns, or sureties and to deduct from the
final payment for the work, all or any part, as it may deem proper of the actual cost of engineering,
inspection, superintendent and other overhead expenses which are directly chargeable to the Contractor
and which accrued during the period of such extensions except that the cost of the final services and
preparation of the final estimates shall not be included in such charges.
In addition to the above charges, Contractor shall pay to the District liquidated damages as
specified in Section 6-9 for such delays.
No extension of time for the completion of the work called for under the contract shall be allowed
unless at least 20 days prior the the time fixed for the completion thereof, or the time fixed by the Board
of Directors or its designee for such completion as extended, Contractor shall have filed application for
extension thereof, in writing, with the Engineer addressed to the Board of Directors or its designee. In this
connection it is understood that the Engineer shall not transmit any such request to the Board or its
designee if not filed within the time herein prescribed.
7 2 LABOR
The Contractor shall comply with the provisions of Section 1770 to 1780. inclusive. of the
California Labor Code, the prevailing rate and scale of wages determined by the Director of the
Department of Industrial Relations. State of California, which arc filed with the Assistant Secretary of
said District, and shall forfeit penalties prescribed therefore for noncompliance of said Code. Travel and
subsistence payments shall be paid in accordance with Labor Code 1773 8 as defined in applicable
collective bargaining agreements.
In order to verify the compliance of said code, Contractor may he required by the District, from
time to time, to furnish weekly for the duration of the contract period, copies of his payroll statements
showing wages paid each employee during the preceding week and the employee work classification to
CMSD Project No. 185
Standard Specifications—5 of 8
the Engineer for checking. Using Form DI-1-H-147 Payroll Statement of Compliance is an acceptable
method of fulfilling the above requirement.
APPRENTICES
Attention is directed to the provisions in Section 1777 S and 1777.6 of the Labor Code concerning
the employment of apprentices by the Contractor or any Subcontractor under him. The Contractor and any
Subcontractors under him shall comply with the requirements of said sections in the employment of
apprentices.
Information relative to apprenticeship standards, wage schedules and other requirements may be
obtained from the Director of Industrial Relations, Ex-Officio the Administrator of Apprenticeship, San
Francisco, California, or from the Division of-Apprenticeship Standards and its branch offices.
7 3 LIABILITY INSURANCE
The Contractor shall not commence work under his contract until he has obtained all insurance
required under this heading in a company acceptable to the District, nor shall the Contractor allow any
Subcontractor to commence work on his sub-contract until all insurance required of the Subcontractor has
been obtained. The Contractor shall take out and maintain at all times during the life of the contract the
following policies of insurance.
a. Workman's compensation insurance to cover his employees as required by the Labor Code of
the State of California, and the Contractor shall require all subcontractors similarly to provide
such compensation insurance for all of the latter's employees.
h. Public liability and property damage, insurance on account of bodily injuries, including death
resulting therefrom in the sum of $5,000,000. combined, single limit for any one accident
which may arise from the operations of the Contractor in performing the work provided for
herein.
Each of the policies of insurance provided for shall contain a clause substantially in the following
words.
It is hereby understood and agreed that this policy may not be cancelled nor the amount of
coverage thereof he reduced until ten days after receipt by the Engineer of a written notice of such
cancellation or reduction in coverage, as evidenced by receipt of a registered letter
The insurance required to be provided herein shall he provided by a domestic carrier authorized
to, and doing business in, the State of California and rated A+ XI by Best key Rating Guides--Property
Casualty and admitted for coverage in the State of California Insurance Guarantee Fund.
The Contractor shall, at the time of the execution of the contract, present the original policies of
insurance required herein, or present a certificate of insurance showing the issuance of such insurance.
Contractor shall also provide an endorsement naming the District as an additional insured.
7 5 PERMITS
Except as otherwise specified in the Special Provisions, the Contractor shall procure all permits
and licenses, pay all charges, and fees, and give all notices necessary and incident to the due and lawful
prosecution of the work. These permits and licenses shall be obtained in sufficient time to prevent delays
to the work.
In the event that the agency has obtained permits, licenses or other authorization, applicable to the
work, the Contractor shall comply with the provisions of said permits, licenses and other authorizations.
In the case the agency does procure any permits, it is understood that the agency is acting as an authorized
agent for the contractor, and that the Contractor shall be solely responsible for all work performed under
the permit.
CMSD Project No. 185
Standard Specifications—6 of 8
7-6 THE CONTRACTOR'S REPRESENTATIVE
Contractor shall also file with the Engineer the addresses and telephone numbers where he or his
designated representative may he reached during hours when the work is not in progress.
Instructions and information given by the Engineer to the Contractor's authorized representative
or at the address or telephone numbers filed in accordance with this section shall be considered as having
been given to the Contractor
7-8.1 CLEANUP AND DUST CONTROL
All surplus materials shall be removed from the site of the work daily after completion of the work
causing the surplus materials.
Unless the construction dictates otherwise, and unless otherwise approved by the Engineer
Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each
working day to keep paved areas acceptably clean whenever construction, including restoration, is
incomplete.
Failure of the Contractor to comply with the Engineers dust control orders may result in an order
to suspend work until the condition is corrected; and after tiling notice to the Contractor the Engineer
may order this accomplished by others. All costs thus incurred shall be deducted from the amount to he
paid to the Contractor No additional compensation will be allowed as a result of such suspension.
No separate payment will be made for any work performed, of material used, to control dust
resulting from the Contractor's performance on the work, or by public traffic, either inside or outside the
right of way Full compensations for such dust control will be considered as included in the prices paid
for the various items or work involved.
7-8.5 TEMPORARY LIGHT POWER AND WATER
The Contractor shall provide for his employees and adequate supply of clean potable drinking
water which shall be dispensed through approved sanitary facilities.
7 10 PUBLIC CONVENIENCE AND SAFETY
The Contractor shall abide by the following publications which are hereby made a part of these
specifications.
a. The Work Area Traffic Control Handbook(WATCH).
b. The Manual of Warning Signs, Lights and Devices for Use in Performance of Work
Upon Highways.
c. State Labor Code Sections 6704, 6706 and 6707
d. The Construction Safety Orders(CAL/OSHA).
e. The General Industry Safety Orders(CAL/OSHA).
f. Standard Specifications for Public Works Construction (The Green Book)
7 13 LAWS TO BE OBSERVED
The Contractor shall protect and indemnify the District, the Board of Directors, the Engineer and
all of its or their officers, agents and servants against any claim or liability arising from or based on the
violation of any existing or future. State. Federal and Local laws, ordinances, regulations, orders or
decrees, whether by himself or his employees. If any discrepancy or inconsistency is discovered in the
CMSD Project No. 185
Standard Specifications—7 of 8
plans, drawings. specifications or contract for the work in relation to any such law ordinance, regulation,
order or decree, the Contractor shall forthwith report the same to the Engineer in writing.
9-3 I PAYMENT GENERAL
Contractor is reminded that the unit and lump sum prices shown in the proposal shall be full
compensation for the items of work described in the proposal including all incidental, appurtenant, or
related work and materials, whether or not mentioned or specified, required to deliver the final product
shown on the plans. Contractor shall have examined the contract documents and site and shall include in
his hid furnishing all materials, labor equipment, tools, incidental, appurtenant, or related work to
complete the job in order that no separate work or compensation is needed to complete the work.
9-3.2 PARTIAL AND FINAL PAYMENT
The lead time for processing invoices for the monthly progress payment approved by the Engineer
for inclusion on the warrant list of the District is governed by the rules and regulations established by the
Board of Directors. Invoices for monthly payments shall he submitted to the Engineer no later than the
25th of each month.
After completion of the contract, the Board shall, upon recommendation of the Engineer accept
the work as complete and authorize the final payment.
The amount retained and deducted by the District shall be 5% of the progress estimates for all
progress payments. The final payment of the retention amount to the Contractor shall be made 35 days
from the date of the recording of the Notice of Completion of the work after it is accepted by the Board of
Directors and shall he made on duly certified voucher therefore.
It is mutually agreed among the parties to the contract that no certificate given or payment made
under the contract, except the final certificate of final payment, shall be conclusive evidence of full or
substantial performance of this contract; and no payment shall be construed to be an acceptance of any
defective work or improper material.
The acceptance of final payment by the Contractor shall release the District, the Board of
Directors and the Engineer from any and all claims or liabilities on account of work performed by the
Contractor under the contract or any alterations thereof
9-3 3 DELIVERED MATERIALS
Materials delivered, but not in place, will not be classified as work done, except as otherwise
provided in these specifications.
CMSD Project No. 185
Standard Specifications—8 of 8
SPECIAL PROVISIONS
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
I'rnjeci A'c. 185
SECTION I. GENERAL SPECIFICATIONS
All construction including materials, testing, and installation shall conform to the following
specifications:
I I Costa Mesa Sanitary District `Standard Plans and Specifications for the Construction of
Sanitary Sewers as last revised.
1.2 Standard Specifications for Public Works Construction (SSPWC) latest edition, also referred to
as the 'Greenbook
13 American Society of Test and Materials(ASTM) latest edition.
SECTION 2. VITRIFIED CLAY GRAVITY SEWER PIPE (VCI')
2.1 Contractor shall furnish and install complete sewer pipe to the limits shown on the Plans
including appurtenant connections in conformance with manufacturer s installation
requirements and compliance with applicable construction safety codes and standards.
2.2 Acceptable manufacturers include: Mission Clay Pipe or approved equal.
2.3 Vitrified clay pipe and fittings shall be constructed to the following specifications:
Vitrified Clay Pipe SSPWC Section 207 8
Compression Type 'C' Joint SSPWC Section 208-2.3
SECTION 3. LINER PIPE (CURED-IN-PLACE PIPE)
3.1 GENERAL
A. Description
The Contractor shall furnish all tools, equipment, materials, and supplies and shall
perform all labor required to complete the work as indicated in the Contract Documents
and specified herein. The liner pipe shall he cured-in-place-pipe (CIPP) per these
specifications. The work includes but is not limited to, cleaning, repairing, lining, lateral
connections, pre and post-CCTV and testing.
2. Video tapes of the existing sewer to be relined are available for review at the District s
Engineer office.
B. Related Work Specified Elsewhere
Existing Facilities: 01045
CMSD Project No. 185 Special Provisions— 1 of9
C. Reference Specifications, Codes and Standards
Standard Specifications:
a. SSPWC Section 500 Pipeline System Rehabilitation.
h. SSPWC Section 500-1 4 Cured-In- Place Pipe Liner ICIPP).
2. Commercial Standards
ASTM D790 Test Methods for Flexoral Properties of Un-reinforced and Reinforced
Plastics and Electrical Insulating Materials
ASTM D2990 Tensile, Compressive and Flexoral Creep and Creep-Rapture of Plastics
ASTM D5813 Cured-in-Place Thermosetting Resin Sewer Pipe
ASTM F1216 Rehabilitation of Existing Pipelines and Conduits by the Inversion and
Curing of a Resin-Impregnated Tube
ASTM F1743 Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place
Installation of Cured-in-Place Thermosetting Resin Pipe(CIPP)
D. Qualification Requirements
Products and Installers seeking approval must meet all of the following criteria to be deemed
Commercially Acceptable.
For a Product to be considered Commercially Proven, a minimum of 100,000 linear feet or 4.000
manhole-to-manhole line sections of successful wastewater collection system installations in the
U.S. must be documented to the satisfaction of the District to assure commercial viability
For an Installer to be considered as Commercially Proven, the Installer must satisfy all insurance,
financial, and bonding requirements of the District, and must have had at least three years of active
experience in the commercial installation of the product bid. In addition, the Installer must have
successfully installed at least 50,000 feet of the product hid in wastewater collection systems.
Acceptable documentation of these minimum installations must be submitted to the District.
Sewer rehabilitation products submitted for approval must provide Third Party Test Results
supporting the long term performance and structural strength of the product and such data shall he
satisfactory to the District. Test samples shall be prepared so as to simulate installation methods
and trauma of the product. No product will be approved without independent third party testing
verification.
Roth the rehabilitation manufacturing and installation processes shall operate under a quality
management system which is third-party certified to ISO 9000 or other internationally recognized
organization standards. Proof of certification shall be required for approval.
Documentation for products and installers seeking pre approved status must be submitted no less
than 2 weeks prior to proposal due date to allow time for adequate consideration. The District
Engineer will advise of acceptance or rejection a minimum of three days prior to the due date. All
required submittals must be satisfactory to the District Engineer
CMSD Project No. 185 Special Provisions—2 of 9
E. Contractor Submittals
After Contract Award: Submit the following submittals to the District for approval prior
to performing the work.
a. CIPP pipe thickness calculations.
b. Flexural Modulus of Elasticity test data, Flexural Strength testing and chemical
resistance testing(3rd party).
c. Long term creep testing(3rd party).
d. Field samples of past performance testing from 5 prior installations using the
same CIPP Liner proposed herein (3rd party). The test results submitted shall
verify that the physical properties specified have been achieved in prior field
applications as tested per ASTM D790
e. Subcontractors/Contractors license or certification by the manufacturer/Owner of
the process or materials. Manufacturer letter summarizing trcenbook review
team inspection.
f. Installation procedures for CIPP lining of the sewer
g. Sewage bypass plan.
It Procedures and equipment for television inspection.
Procedures and equipment for cleaning, grinding and removal of solids,
protrusions or other materials.
Procedures and equipment for sewer flushing and pumping of excess water and
debris from host pipe.
k. Procedures, equipment and materials for patching and sealing of host pipe, if
necessary for CIPP Liner
Procedures, materials and equipment for repair or replacement of liner if the
CIPP fails to meet the field test.
F Removal and Restoration of Existing Improvements and Landscaping
Existing improvements, removed or damaged, shall be replaced, repaired or reconstructed
in accordance with the applicable provisions of these specifications and permits from
other agencies.
G. Cleaning and Preliminary Inspection
Pipeline cleaning shall be performed prior to CCTV inspection and rehabilitation, in
accordance with SSPWC 500-1 I 4.
2. The Contractor shall be responsible to perform cleaning of the existing pipes to the
satisfaction of the District prior to installing lines. The Contractor is directed to available
video tapes for condition of existing sewer
CMSD Project No. 185 Special Provisions—3 of 9
H. Television Inspection
Closed circuit television (CCTV) inspection will be required prior to rehabilitation to
document the condition of the host pipeline. and to verify that it was cleaned, in
accordance with SSPWC 500-I 1 S
2. Pre-lining CCTV inspection shall be performed utilizing a rotating lens video camera
system.
3 The pre-lining video inspection and recording performed with this camera shall stop at
each lateral and the head rotated to look up the lateral to identify if the lateral is active,
plugged. or has roots that could interfere with the complete lateral reinstatement.
4 Post-lining video shall be video inspected with a rotating head camera. This camera shall
stop at each lateral and the head rotated to look up the lateral to verify that resin has not
run up the lateral and left Cl PP resin slugs or combined with the roots to plug the lateral.
The operator shall focus on the lateral cut and pan 360" around the finished lateral cut
showing the lateral and the cut edge of the, liner to verify that there arc: (I ) No burs or
curlicues on the liner (2.) A smooth flush cut on the bottom of the lateral. (3 ) No
visible gap between the liner waterway wall and the host pipe.
The pre-lining and post-lining video will be performed while the upstream lines are
plugged or bypassed. The line shall be dry except for flow from the laterals in the section
of line being televised.
6 To minimize downtime at least one spare color CCTV camera shall be on the TV truck.
A spare video monitor and video tape recorder shall be mounted and connected inside the
TV truck.
Warranty
I Provide a warranty to be in force and effect for a period of 5 years from the date of final
acceptance. The warranty shall cause the Contractor to repair or replace the liner should
failure result from faulty materials or installation.
3. 2. MATERIALS
A. Cured-In-Place Pipe Liner
General
a. The intent of the work under this section involves the trenchless rehabilitation of
existing sewer pipelines. ThiS seamless,jointless, solid wall lining shall rebuild
strength and substantially reduce possible infiltration, ex filtration, or root
intrusion by providing a tight molded fit to the inside wall of the host pipe. The
liner materials shall mold into the joints and over offsets to lock the liner into
place and resist tracking of roots and water that could cause infiltration or
exfiltration. The liner materials shall be chemical resistant to protect the host pipe
against future deterioration of the pipeline and or joint materials due to the sewer
environment. The wall of the interior pipe surface of CI PP shall be a light
reflective color so that a clear detailed examination with CCTV equipment can be
made.
CMSD Project No. 185 Special Provisions—4 of 9
b. SEWER REHABILITATION SHALL CONFORM TO SECTION 500 OF THE
LATEST EDITION OF APWA STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION 'GREENBOOK AND ITS SUPPLEMEN"1 S
EXCEPT AS MODIFIED HEREIN.
c. The Contractor shall select one of the following CIPP solid wall, seamless,
jointless, tight molded fitting liner systems listed below for the rehabilitation of
existing sewer
I) Cured-in-Place Pipe Liner (CIPP Liner). Shall comply with Subsection
500-1-4 Type A of the Standard Specifications for Public Works
Construction (inversion process in compliance with ASTM F 1216).
2) Cured-in-Place Pipe Liner (CIPP Liner). Shall comply with Subsection
500-1-4 Type 'B' of the Standard Specifications for Public Works
Construction (pull-in-process in compliance with ASTM F 1743 Ibr
installation using heated-water cure).
CIPP Liner shall be 9nsituform as manufactured by Insituform
Technologies, Inc. Sancon CIPP or approved equal.
d. The CIPP linear shall use an approved epoxy or epoxy-vinyl ester-resin-
impregnated flexible fabric tuhe. The tube is installed by an inversion method
using a hydrostatic head or by pulling it through an existing pipe and inflating by
inverting a membrane using a hydrostatic head
c. The Contractor shall field verify the pipe diameter at the existing manholes and
lengths prior to ordering liner materials. The Contractor shall notify the District
of any discrepancies between information obtained in the field and existing plans.
E Installation of the sewer lining shall he performed by a Contractor/Subcontractor
licensed or certified by the manufacturer/owner of the process or materials.
Manufacturing of the sewer lining materials shall be performed only at
manufacturing plants inspected and evaluated by the treenbook review team.
A letter from the manufacturer shall be submitted stating the location of the
plants that have been inspected and date of the inspection.
2. Minimum pipe liner wall thickness:
The thickness of the CIPP shall be determined per ASTM P 1216-98, Appendix XI with
the assumption that the existing sewer pipe is fully deteriorated. The minimum finished
liner waterway thickness shall he determined (based on the minimum physical properties
per Table 1 of ASTM F 1216-98 CIPP initial structural properties).
The structural design calculations shall be signed by a California Registered Civil
Engineer and shall show all the assumptions made based on the project plans and the site
conditions. The safety factor for external loads shall be 2. The ovality shall be 2%
If the pipe liner process requires a thicker DR for the site, or existing pipeline condition
designed with a 2 to I safety factor the Contractor shall provide the thicker pipe required.
CIPP designs shall use sufficient extra resin to compensate for resin migration/seal factor
to fill joints, cracked or deteriorated pipelines unless a higher A is required by the
CMSD Project No. 185 Special Provisions—5 of 9
manufacturer or host pipe condition to maintain the minimum wall thickness required for
the project.
3 All curing water shall be discharged to a sanitary sewer The curing water must be cooled
and tested to verify meeting the District s standards before releasing the flow All costs
for testing shall he included in the Contractor's bid.
4 The side of the liner exposed to the sewer flow after inversion is completed shall have a
layer of polyurethane/elastomeric coating bonded to it, with a minimum thickness of
0.01-inch and shall be pinhole free. All seams and patches in the
polyurethane/elastomeric coating shall be inspected under a black light or thermal
imaging device to assure a good bond.
5 The factory test results for each size of liner to be installed shall he submitted to the
District before installation.
6. The felt tube shall be continuous and of sufficient length to extend the entire reach (from
entry to end or exit point) to be rehabilitated. No joints or laps will he permitted in the
finished pipe between manholes.
7 The factory test results for each batch of resin shall be submitted to the District before
each installation.
8. The Contractor shall supply an infrared spectrum analysis test kit for each inversion or
recommend an alternative method of testing the actual resin with what was proposed. A
sample shall be taken from tht excess resin being used at the site at the time of each
installation. These samples shall be marked and submitted to the District. The samples
shall be submitted to an independent laboratory to verify that the resin is a vinyl ester of
the type that has passed the GREENBOOK chemical resistance test The Contractor shall
pay for this testing and the price shall he included in the Contractor's bid.
9 The physical properties of the installed CIPP liner shall be verified through field
sampling and laboratory testing as approved by the District. The samples shall be
submitted to an independent or factory testing laboratory and tested in accordance with
ASTM F1216, paragraph B, Inspection Practices and ASTM D5813, paragraph B, Test
Methods, applicable to gravity pipe. All costs for testing shall be paid for by the
Contractor and included in the bid price. Test results are due within 30 calendar days
from the date the samples were taken. The Contractor shall be responsible for repairing
non-compliant pipe liner in accordance with section 500-1 4.8 of the SSPWC. The
District will not grant a time extension for this repair
10. The CIPP liner system furnished shall include an epoxy or epoxy vinyl ester resin and
shall conform to the chemical resistance test requirement of 210-2.3
11 A sample of the Infra-Red Spectrograph fingerprint for this resin shall be submitted to the
District with the submittal package.
CMSD Project No. 185 Special Provisions—6 of 9
3.3. EXECUTION
A. Workmanship
Workmanship shall be of the highest level compatible with current commercial practice.
The liner shall he homogeneous throughout and free of visible cracks, holes, foreign
inclusions, or other injurious defects. It shall be uniform in color opacity density and
other physical properties.
2. The manufacturer shall have adequate equipment and quality control facilities to
consistently provide a finished product that will have the properties indicated herein.
B. Handling and Installation
Pipe shall he stored on clean level ground to prevent undue scratching or gouging.
Sections of pipe with deep cuts or gouges shall be removed and the ends of the pipe
rejoined. The joined pipe shall be handled in such a manner so that the pipe is not
damaged or dragged over sharp or cutting objects.
2. The Contractor shall provide sufficient field supervision by the liner manufacturer's
representative. The manufacturer's representative shall be present as required during
joining and installing of the liner
3 The Contractor shall designate a location where the uncured resin in the original
containers and the unimpregnated felt tube liner shall be vacuum impregnated prior to
installation. The Contractor shall allow the District to inspect all materials and
procedures.
4 Bypass pumps sized to adequately handle the flow and hoses shall be set up for every
run. The bypass shall be set up and run prior to the pre-lining CCTV video and continued
throughout the entire lining process, lateral cutting. and not shut down until after the post-
lining CCTV video is completed.
C. Line Obstructions
The Contractor shall clean the line of obstructions such as solids and roots that will prevent the
insertion of CIPP Obstructions that cannot be removed by a routine cleaning shall be removed
from within the pipe by means of a mechanized remote control tool. The obstruction shall be
removed such that no more than 0.5 inches protrudes into the pipe.
If pre-installation inspection reveals an obstruction such as a protruding service connection,
dropped joint, or a collapse that will prevent the installation process, that was not evident on the
pre-bid video and it cannot be removed by conventional equipment,then the Contractor shall
make a point repair excavation to uncover and remove or repair the obstruction. Such excavation
shall be approved in writing by the Owner's representative prior to the commencement of the
work and shall be considered as a separate pay item.
D. Service Connections
The Contractor shall be responsible for locating all services connections and cleanouts.
2. The Contractor shall make every effort to maintain service usage throughout the duration
of the project. In the event that a service will he out or service, the maximum amount of
CMSD Project No. 185 Special Provisions—7 of 9
time of no service shall be 8 hours, for any property served by the sewer A public
notification program shall he implemented, and shall as a minimum, require the
Contractor to he responsible for contacting each home or business connected to the
sanitary sewer and informing them of the work to be conducted, and when the sewer will
be off-line.
3 The Contractor shall assume that there are no protruding laterals unless it is noted in the
TV log sheets, or videotapes made available to the Contractor before the bid opening.
Prior to insertion of the liner the Contractor shall cut-off interfering identified protruding
laterals as close to flush with the pipe interior as practicable.
4 The Contractor shall pay for all costs for required point repairs or excavation made for
the service connections, which are found plugged by the rehabilitation process.
5 To prevent maintenance problems such as roots, infiltration, exfiltration, or loss of
backfill material into the newly lined pipe all plugged service connections identified in
the pre-lining videotape shall not be opened unless specifically directed by the District.
6. The service opening shall be reinstated from a minimum of 90 percent to a maximum of
105 percent of the original service connection.
7 The lateral opening cuts shall conform to the shape and size of the inside diameter of the
existing service connection.
8. Service connections shall not be made until the liner pipe has stabilized. The use of
mechanical restraining devices (such as red heads) that will restrict the pipe from
completely stabilizing will not he allowed.
9 All final lateral cuts shall be finished off with a wire brush to remove all chips. strings,
and curlicues to provide a smooth opening.
10. Any visible gaps 1/8 of an inch or larger between the outside liner waterway and the host
pipe at the cut service connection will be sealed at the Contractor s expense with an
epoxy grout that will bond to both the liner material and the host pipe.
11 If the end of the liner pipe in the manhole shrinks hack inside the pipe during the
warranty period the pipeline shall be re-televised by the Contractor Any service laterals
connections that have slipped or are offset shall be repaired by the use of a mechanical
saddle, or epoxy that will bond to the liner and the host pipe as approved by the District
No extra compensation shall he paid for this.
E CIPP Installation
The CIPP shall be installed in accordance with ASTM F1216 or ASTM F 1743, SSPWC
500-I 4.5 and the Contractor s recommendations as approved by the District.
2. The quantity of resin used for tube impregnation shall be sufficient to fill the volume of
air voids in the tube with additional allowances for polymerization shrinkage, stretching
during installation and loss of resin through cracks and irregularities in the host pipe. The
calculations for the quantity of resin required shall be submitted and approved by the
District prior to wetting out the liner A roller system shall be used to uniformly
distribute the resin throughout the tube. The gap in the rollers shall be verified every 50
feet.
CMSD Project No. 185 Special Provisions—8 of 9
l The Contractor shall use either an end-stop or holdback mechanism or other approved
means to prevent the felt tube from extending into conduits, which are not to be
rehabilitated.
4 The CIPP shall be cured according to SSPWC 500-1 4 6.
5 The heat source shall be fitted with monitors to gauge the temperature of the incoming
and outgoing water or steam supply Another such gauge shall be placed between the
impregnated liner and the existing pipe invert at the remote maintenance hole to
determine the temperature during cure.
6. The time required to cure is a function of the pipeline section diameter and length and
shall be determined by the Contractor in accordance with the CIPP resin manufacturer's
instructions. 1 he Contractor shall be responsible for determining when curing has been
accomplished to meet the specified properties. Care shall be taken during the elevated
curing temperatures so as not to over stress the fiber felt liner
7 The cured liner shall have a smooth finish inside. Any roughness over S% of the ID not
to exceed 1/2 inch that may affect the hydraulic conditions shall be removed by sanding
or trimming the 'fins' or folds.
8. After installation the ends of the liner shall be cut off in the manhole. The cuts shall be
smooth and parallel with the manhole wall. The finished liner shall not protrude into the
manhole over 2 inches. Due to the anticipated high groundwater elevation. end seals
consisting of hydrophilic rubberized seals with epoxy top cover shall be installed at the
upstream and downstream ends of each reach.
9 If the manhole has been lined through, the top half of the liner pipe may be cut of leaving
the channel lined.
F Warranty Period Inspection
During the II°i month after final acceptance the Contractor shall schedule a meeting and
inspection of the work. The Contractor shall perform a CCTV inspection in conformance with
this section. Any defects found during the inspections shall be repaired and/or replaced at the
Contractor s expense. in a manner approved by the Owner For this work. the Contractor will not
be required to install a temporary bypass system. The District will coordinate with SOCWA to
temporarily take the Outfall out of service to perform the CCTV inspection. The 1I"' month
inspection does not relieve the Contactor of the warranty requirements specified in Part I Section 1-1;
the 5-year warranty period shall remain in effect.
C. WARRANTY AND SHOP DRAWINGS
The Contractor shall guarantee all materials to be new and all materials and workmanship to be free
from defects for a period of one year from the date of written acceptance of the completed work by
the Board of Directors of the Costa Mesa Sanitary District.
The Contractor shall provide three (3) copies of shop drawings including catalog data, installation
instructions, and certificates of compliance prior to purchasing or installing any materials.
CMSD Project No. 185 Special Provisions—9 of 9
CITY OF COSTA MESA
REQUIREMENTS and CONDITIONS of
PERMIT NO-
GENERAL
1 THIS PER•'RT WITH APPROVED PLANS MUST BE ON THE JOB SITE AND AVAILABLE TO CITY REPRESENTATIVES AT ALL TIMES. You are
guided tlyltunicipal Code Sections 1 33, 15-25. 15-27 1. 15-39 and 15-48.
2. Permittee shall perform all work in accordance with the Standard Specifications for Public Works Construction (latest edition); City of Costa Mesa
Standard trawings;special agency provisions;and all applicable laws and ordinances.
3. No wort *11 be allowed from Thanksgiving Day to the day after New Year's Day unless authonzed by the Public Services Department. Special
authontaten received ❑Yes. By:
4 Througtsod all phases of construction the Permittee shall keep the work site clean and free of rubbish, debris, and dust and shall maintain drainage.
and take al precautions to prevent erosion and prevent any soil and debris from the work site from entering the public storm drain system.
5. Existing piblic improvements damaged by the Permittee shall be replace as directed by the City Engineer at the Pernittee's sole expense.
6. Permittee understands and agrees to the hold-harmless agreement required by CMMC Section 15-27
7 Contractormust notify the following Utility Companies 2 working days before starling work' Costa Mesa Sanitary Distnct (949) 631-1731 Mesa
Consolidated Water District(949)631-1200.Irvine Ranch Water District(949)453-5300. and Underground Service Alert Toll Free (800) 422-4133;
After Hou¢&Holidays(714)739-3031;(213)621-3111
8. Other___
❑ !certify don in the performance of work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the
workers compensation laws of Californi If, after signing the certificate, I hire any employee, I acknowledge that I become subject to the worker's
compensation provisions of the California Labor Code and I must comply with the provisions of Section 3700 and 3800 or my permit shall be deemed
revoked.
INSPECTION
9. Pemittee shall contact the City Inspector's office (714) 754-5025 at least 1 working day prior to commencing any work Failure to obtain proper
inspections prior to commencement of work may be cause for its rejection.
10. City will provide inspection between 7:30 a.m.and 3:00 p m. Monday through Friday(except on City observed holidays).
11. Permittee shall pre-pay for estimated overtime inspection costs including inspection after 3:00 pm. and on weekends and holidays. Overtime
Inspection cost is per the approved hourly rate.
TRAFFIC CONTROL
12. Permittee shall provide traffic control in conformance with the Work Area Traffic Control Handbook(W.A T C H.)(latest edition). The Permittee shall
fun sh anchor install all signs,lights,barricades,traffic control or warning devices,flagmen,and flashing arrow boards. The permittee shall obtain prior
approval of the Transportation Services Division for all street closures,detours,turn restrictions,parking prohibitions,and methods of accommodating
traffic. The permittee shall notify Emergency.Fire,and Police services,and residents or businesses 2 working days in advance of any access
imitation a traffic restrictions.
• Permittee shall submit traffic control plans for review and approval by the City of Costa Mesa Transportation Services Division prior to construction.
❑ Permittee nay close a maximum of_. lane(s)if necessary to perform work within the public right-of-way during the hours of 8:30 a.m.
3:30 p.m. Monday through Friday(except City observed holidays)as long as traffic can be maintained in each direction with flagmen unless
otherwise approved by the Transportation Services Division.
❑ Permittee shall replace all traffic striping,markings,and raised pavement markers in kind within 2 days after slurry seal coating or overlay. Temporary
striping and markings are required prior to opening the roadway to traffic.
❑ The Contractor shall erect a company name sign within the project area which states the Contractor's name,the project name,and the telephone
number which the public may use to obtain information relative to the project or to make any complaints. The Contractor shall submit sketch of sign
to Public Services Deparlment for approval prior to erecting sign.
EXCAVATION AND TRENCHES
13. Trenches exceeding 5 feet in depth require a permit from the Division of Industrial Safety State of California.
14. Open excavations must be backfilled or plated with spikes and A.C.tacked around edges during non-working hours.
15. Steel plates shall conform to Caltrans specifications. Steel trench plates without weld bends will not be allowed.
16. All trenches shall be permanently paved within 10 days of completion of work below subgrade.
17 Permittee shall pay for all S.E. compaction,and materials tests deemed necessary by the City
18. Bore under all streets,curbs and gutters,sidewalks,cross-gutters,and dnveway approaches. Tunneling is not allowed.
19. Permittee shall allow concrete slurry backfill to cure for a minimum of 3 days,or use a 24 hour cure concrete slurry.
❑ Trench compaction and resurfacing shall conform to City of Costa Mesa Standard Drawing No.513.
❑ Trench compaction and resurfacing shall conform to City of Costa Mesa Standard Drawing No.813 with the following modifications:
ASPHALT PAVEMENT
The City enforces a moratorium against open cut of roadways. Open cut of any roadway paved, overlaid,or slurry sealed within the last 5 years shall be
subject to exlen ve restoration requirements as follows.
❑ Permittee shall apply type II slurry seal coating per attached Slurry Seal Resurfacing Requirements.
❑ Permittee shall cold mill the existing roadway surface and place a minimum of 2"asphalt concrete(AC)overlay with 2%RLA per attached Mill and
Overlay Resurfacing Requirements.
CONCERETE
20. Prior to placing Portland Cement Concrete(PCC)or A C the subgrade compaction shall be inspected and approved for the following: native soil
❑imported soil ❑
21 Curb and gutter shall not be removed on the day pnor to a weekend or a City observed holiday.
22. Areas left open by curb and gutter removal shall be filled in flush with the adjacent pavement on the same day that removal occurs.
23. Permittee shall remove and reconstruct PCC pavement per City of Costa Mesa Standard Drawing Nos.811 and 512.
24 Sidewalk shall be constructed per City of Costa Mesa Standard Drawing Nos.411 412,413 and/or 414.
25. Do away approach shall be constructed per Title 24 and ADA Requirements,and City of Costa Mesa Standard Drawing Nos 313,513,514 and/or
515
❑ No traffic allowed on concrete for minimum of 7 days for curing. See traffic control requirements and conditions above.
Applicant hereby acknowledges that he/she has read and nderstands said requirements and conditions and that he/she agrees to abide by them.
OWNERS OR AUTHORIZED AGEN S SIUNA7 uHE DATE
Rev seo 1211108
r 1
SAWCUT FULL EXTENDED REMOVAL
DEPTH (SEE NOTE 2)
REPLACEMENT PAVEMENT 8" (200 MM)
A.0 OR P C.C. MINIMUM A.C.
NNL\l'M '�//A EXISTING (251MM 041 PAVEMENT ` )
� ,
Ills (A) (8}
UNDER 24 12" (300 MM)
24 AND OVER 18" (450 MM)
BACKFILL ZONE
SEE NOTES 4 & 5
MIN36 .(900 MM)
12" MIN.(300 MM) WARNING TAPE
_
(OPTIONAL)
I
PIPE ZONE
SEE NOTE 3 ` D 8" MAX. (200 MM)
V
4 6" MIN.
'i (150 MM) j
•SInvnyrivyn
UNDISTURBED SUBGRADE
N T.S
NOTES.
I SEE SHEET 2 OF 2
r
CITY OF COSTA MESA TRENCH DETAIL 1_�
PUBLIC SERVICES DEPARTMENT
C STD DWG, NO
®APPROVED BY /�r/s10Z p1 3
OMCSTO MONO Cm' ENONEER �Ll� irony: PNECTOrt Of MARX iCAViCCb U
s
FILE NAME. STD-813.DWG REVISED: SHT 1 OF 2
I _
p 1
NOTES
1 AL OPEN TRENCH AND EXCAVATION OPERATIONS SHALL CONFORM TO SECTION 306 OF THE CURRENT EDITION OF THE
"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' (GREENBOOK).
2. AL SAWCUTS SHALL BE A STRAIGHT CLEAN LINE. IF THE TRENCH SAWCUT LINE FALLS WITHIN 36 INCHES OF AN EDGE
a CONCRETE, CURB FACE. JOINT LANE LINE, OR ANOTHER SAW CUT UNE, THE EXISTING ASPHALT CONCRETE PAVEMENT
BEWEEN THE TRENCH TO THE EDGE OF CONCRETE, CURB FACE, JOINT LANE LINE, OR OTHER SAWCUT LINE SHALL BE
R:MOVED AND REPLACED.
3. BICKFILL OF THE PIPE ZONE' SHALL BE IN ACCORDANCE WITH THE GUIDELINES OF THE UTILITY C.M.B. SHALL BE
FEOUIRED IF NO OTHER MATERIAL IS SPECIFIED BY THE UTILITY NO NATIVE MATERIAL SHALL BE ALLOWED.
4. C.M.B. SHALL BE UTILIZIED FOR MATERIAL IN THE 'BACKFILL ZONE" FOR ALL TRENCHES GREATER THAN 12 INCHES IN
551)114. NO NATIVE MATERIAL SHALL BE ALLOWED. THE C.M.B. IS TO BE COMPACTED TO 90% MAXIMUM DENSITY TO A
POINT 24 INCHES BELOW THE ROADWAY SURFACE. WITHIN THE REMAINING 24 INCHES OF THE ROADWAY SURFACE, THE
C.M.B. SHALL BE COMPACTED 95% MAXIMUM DENSITY
5. SLURRY (CLASS 100-E-100) WILL BE ALLOWED IN THE "BACKFILL ZONE' ONLY IF THE TRENCH IS EQUAL TO OR LESS
THAN 12 INCHES IN WIDTH. A 6 INCH THICK LAYER OF C.M.B. COMPACTED TO 95% MAXIMUM DENSITY SHALL BE
REQUIRED ABOVE THE SLURRY AND BELOW THE ASPHALT CONCRETE PAVEMENT SECTION.
6. THE SURFACE COURSE OF THE ASPHALT CONCRETE PAVEMENT (A MINIMUM OF 2 INCHES) SHALL BE 1/2 INCH MATERIAL,
MD THE BASE COURSE OF THE ASPHALT CONCRETE PAVEMENT SHALL BE 3/4 INCH MATERIAL. IF THE EXISTING
PAVEMENT SECTION CONTAINS A.R.H.M. THE REPLACEMENT SECTION SHALL INCLUDE A.R.H.M. THE MINIMUM THICKNESS OF
THE ASPHALT CONCRETE REPLACEMENT SECTION SHALL BE 8 INCHES.
7 IF CEMENT TREATED MATERIAL IS ENCOUNTERED, THE PROPOSED ROADWAY STRUCTURAL SECTION IS TO BE APPROVED BY
THE CITY ENGINEER.
8. WORK ON STREETS DESIGNATED ON THE CITY'S MORATORIUM LIST SHALL REQUIRE ADDITIONAL PAVEMENT RESURFACING AS
OUTLINED IN THE MORATORIUM REQUIREMENTS, WHICH MAY CONSIST OF SLURRY SEAL, MILL AND OVERLAY OR
RECONSTRUCTION.
9. MATERIALS TESTING PER GREENBOOK SUBSECTION 306-1.3 AND 306-1.5.
10. NO TUNNELING UNDER CURBS AND CUTTERS, SPANDRELS, CROSS-GUTTERS, OR SIDEWALKS WILL BE ALLOWED.
11 CONTACT SURFACES OF EXISTING PAVEMENT AND CONCRETE SURFACES SHALL BE GIVEN A TACK COAT BEFORE PLACING
PERMANENT ASPHALT CONCRETE PAVEMENT ALL JOIN LIMITS BETWEEN THE NEW PAVEMENT AND THE EXISTING PAVEMENT
SHALL BE SEALED WITH TACK COAT.
12. ALL TRAFFIC CONTROL AND LANE CLOSURES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "WORK AREA
TRAFFIC CONTROL HANDBOOK' (WAT C.H.).
13. ALL TRAFFIC STRIPING, LOOPS, MARKINGS, AND PAVEMENT MARKERS DAMAGED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE REPLACED TO THE SATISFACTION OF THE CITY AND CONFORM TO CITY STANDARDS WITNIN 48
HOURS OF RESURFACING.
CITY OF COSTA MESA TRENCH DETAIL SERVICES DEPARTMENT
STD. OWC, NO
APPROVED BY A i A// OZ
ERNESTO MuNOZ CRY ENUNEER R UAM MORRIS •DIRECTOR OE PV;. !DACES
813
• E '
FILE NAME. STD-813.DWC REVISED: SHT 2 OF 2
— -- - Aihembro-Fd y-a=1270 `:
2�rcr
!rude-ond_cover per-Stri.
bwg N2 S -I05
1,4 es., e i c.......4
`-°,E *=� Grade rings Igccent .c cone
f _
48 19 6 6I
C C
L � E 1
� � — E w
SECTION A-A SECTION B-8
Z a 301AIf5 AT BOTN
INLETS AIJOCUfI£f5 FOR r" B NOTES
V.C.P. COUST. --y
I Manholes shall be precast concrete as manufactured
I by Associated Concrete Products, Inc. or approved
111 eq ua l
A 2. Concrete base and stub walls shall be poured in one
il Irr )In i operation to an elevation 2" above top of pipe.
slope slope 3 Concrete shall be Class CO 5 C-3250
4. Depth of the channel shall equal pipe diameter for
all sizes of pipe.
ill
III 5. The floor of manholes shall be steel troweled,
6 Steps shall be polypropylene w/a I/2 diameter steel core
B meeting ASTM A 82, ASTM C 47$, ASTM type It grade
43758 16' 0.C.
SECTION C-C 7 Manhole bases must be poured against undisturbed
soil
8. Steps for manhole shall be placed upstream
9 Mortar for joints shall be per Costa Mesa Sanitary
District Std Drag No. 5-103. p \/icrp i/al/c5n
COSTA MESA SANITARY DISTRICT JAPPrOVed Date GIB 82
Standard 48" I D Manhole District Engineer -R.C.E. 3)120 141 i.
Drawing N2 S - I0O
S"
field mortar , 1.3 mix
(plastic cement)
: or sealant
e
TYPICAL - JOINT DETAIL
k
4
311
-IUSIDE MAMHDLE----7
4"
field mortar, 1.3 mix
(plastic cement)
manhole base
MORTAR SEAL AT MANHOLE BASE
REVISED 1D 23 85 Dote• a-18.82
COSTA MESA SANITARY DISTRICT Approved
Joint Detail District Engineer -R-C.E. 31120
Drawing Ne. S - 103
STREET SURFACE hiit {IFrEi
c
6" pvc. sewer lateral
`I E
min. slope 1/411 to I'-0"
al
Std 45° bend a
ir
Variable size Sewer main
ELEVATION
c
o
E
N C_
A
ti.
V
d
0
' a
90- unless noted otherwise on plans
Alternate 'Tee' branch 6" f''c sewer
110=a111.1101111=11 Sta.
Sta.
Std. 45° bend
Const of Std. 'Wye' branch
wye only
PLAM
NOTES
1 TEE BRAAIGH USED ONLY WITH PRIOR APPRDYAL FROM
DISTRILT ENGINEER
e
TzvIs I/21/es
COSTA MESA SANITARY DISTRICT Approved le., p, Q/�,� I8-8Z
/
I I - 'trict Engineer -R.C ,E^.'31720
Lateral Connection Type A wing No S -104 -A
___—
r„ - —
v
BACKFILL — X 0 D
12"
BEDDING B — 1
TRENCH SHEETING OR
SHORING PER TITLE 8
CALIFORNIA ADMINISTRATIVE
EWER LINE a CODE
e
BEDDING A — eP
4 44 6" MIN
6
G e ii a a
BARREL OF PIPE BELL OF PIPE
NOTES
1 Bedding A shall be composed of 3/4 crushed gravel
2 Backfill and Bedding B shall be as required by the local
agency standards Backfill w/slurry whenever possible
3 'X' shall be between 6 and 8 inches and shall include the
thickness of any shoring
4 All trenching and bedding operations shall be done in
conformance with the latest edition of the Standard
Specifications for Public Works Construction
5 Structural section of pavement shall be replaced as required
by the local agency
6 Applicable agency standards are City of Costa Mesa Std No
813 City of Newport Beach Std 106-L; County of Orange EMA
Std Plan 1319
REVISED 8/11/88
.;COSTA MESA SANITARY DISTRICT D . s u-
Approateved
TRENCHING AND BEDDING n ne E.DrawigN S- II2 0
Dear Contractor
In entering into an agreement with the Costa Mesa Sanitary District, you must designate your form
of business entity There are three basic types of business entities They are:
1 A Sole Proprietorship
(with or without a 'dba")
2. A Partnership
3 A Corporation
In entering into contracts with the Costa Mesa Sanitary District, please indicate the complete name
of your business in one of the following acceptable formats:
1 John Smith, Sole Proprietor
or
John Smith, Sole Proprietor
Doing business as Acme Roofing'
2. Smith and Dokes, a California Partnership
3. Smith Corporation, Inc.
A California Corporation
In signing the agreement with the Costa Mesa Sanitary District,you or your agent must sign in one
of the following manners so the capacity in which you or your agent is signing is clear
1
John Smith, Sole Proprietor
2. Smith and Dokes
By
John Smith, Partner
3. Smith Corporation, Inc.
By
Vice President
Your Public Notary must indicate your capacity when acknowledging your signature.
CONTRACT
THIS AGREEMENT is made and entered into this day of , by and
between the COSTA MESA SANITARY DISTRICT, hereinafter referred to as 'DISTRICT' and,
, a , hereinafter referred to as 'CONTRACTOR.
WITNESSETH
That for and in consideration of the promises and agreements hereinafter made and
exchanged, DISTRICT and CONTRACTOR mutually agree as follows:
1 Scope of the Work. That CONTRACTOR shall perform all the work and shall
provide and furnish all the labor materials, necessary tools, expendable equipment, and all
utility and transportation services required to construct:
SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
2. Labor and Materials. All of said work to be performed and materials to be furnished
shall be in strict accordance with the plans and specifications entitled Specifications for SYSTEM
WIDE SEWER RECONSTRUCTION- PHASE I and CONTRACTOR agrees to do everything
required by this Contract and the Contract Documents including the plans and specifications and
any general conditions.
All labor materials, tools, equipment and services shall be furnished on work performed,
and under the direction, administration and subject to the approval of DISTRICT or its authorized
representatives.
CONTRACTOR warrants that it will not purchase mined construction material for this
PROJECT except from a mining operation that is currently identified in the list published pursuant to
subdivision (b) of Section 2717 of the Public Resources Code. Refer to the current 3098 list for
qualified mining operations at www consrv.ca gov/OMR/ab_3098_list/current_list.
3. Time of Completion. CONTRACTOR agrees to commence the work to be performed
under this Contract within five (5) days of receipt of the 'Notice to Proceed' and to diligently
prosecute the work to completion before the expiration of SEVENTY FIVE (75)WORKING DAYS
from the date of commencement. 'Working days means all calendar days except Saturdays,
Sundays, and legal holidays.
4 Time of the Essence. Time is of the essence of this Contract.
5. Liquidated Damages/Delay Damages. It is agreed by the parties hereto that in case
the total work called for hereunder in all parts and requirements is not finished or completed within
the number of working days as set forth herein, damage will be sustained by the DISTRICT and
that it is and will be impractical and extremely difficult to ascertain and determine the actual damage
which the DISTRICT will sustain in the event of and by reason of such delay and it is therefore
agreed the CONTRACTOR will pay to the DISTRICT the sum of TWO HUNDRED FIFTY and
001100 Dollars ($250.001 per calendar day for each and every day of delay in finishing the work in
excess of the number of days prescribed in paragraph 3 and the CONTRACTOR agrees to pay said
liquidated damages herein provided for and further agrees that the DISTRICT may deduct the
amount thereof from any monies due or that may become due the CONTRACTOR hereunder
The CONTRACTOR will be granted an extension of time and will not be assessed with
liquidated damages for any portion of the delay in completion of the work beyond the time named
herein for the completion of the work due to unforeseeable causes beyond the control and without
the fault or negligence of the CONTRACTOR, including but not restricted to acts of God or of the
public enemy fire, floods, epidemics, quarantine restrictions, strike, and unsuitable weather or
delays of subcontractors due to such causes, provided CONTRACTOR submits timely notification
and a written Request for Change Order as required herein.
The CONTRACTOR shall within ten (10)days from the beginning of any such delay(unless
the DISTRICT shall grant a further period of time prior to the date of final settlement of the Contract)
notify the District Engineer in writing of the cause of the delay and the District Engineer shall
extend the time for completing the work if in the District Engineer's judgment the cause so merits.
The District Engineer's determination on this matter shall be final and conclusive on the parties
hereto CONTRACTOR shall also be required to submit a written Request for Change Order to
District Engineer within fifteen (15) days of the date of such delay No adjustment shall be allowed
for such delay unless strict compliance with this contractual provision is effected. CONTRACTOR's
remedy shall be limited to the extra days granted and to any damages that he may be entitled to
using the formula agreed to by the parties for all damages as provided in Paragraph 28.
6. The Contract Sum. DISTRICT agrees to pay and CONTRACTOR agrees to accept
in full payment for the work above agreed to be done the sum of:
Dollars ($ . ).
7 Progress Payments. Prior to the fifteenth day of the month next following the
commencement of the work,there shall be paid to CONTRACTOR a sum equal to 90 percent of the
value of the work completed since the commencement of the work as determined by the District
Engineer and thereafter prior to the fifteenth day of each successive month as the work progresses.
CONTRACTOR shall be paid such sum as will bring the payments up each month to 90 percent of
the value of the work completed since the commencement of the work as determined by the District
Engineer less all previous payments, provided that CONTRACTOR submits his request for
payment prior to the last Wednesday of each preceding month DISTRICT shall make the final
payment, if unencumbered, or any part thereof unencumbered, 35 days after the acceptance of the
work and the filing of a Notice of Completion. Payments shall be made on demands drawn in the
manner required by law accompanied by a certificate signed by the District Engineer stating that
the work for which payment is demanded has been performed in accordance with the terms of the
Contract, and that the amount stated in the certificate is due under the terms of the Contract.
Partial payments on the Contract price shall not be considered as an acceptance of any part of the
work.
8. Prompt Payments. DISTRICT agrees to promptly make progress payments on
undisputed and properly submitted payment requests within thirty(30)days and to comply with the
provisions of Public Contract Code Section 20104.50
9. Retention Securities. Pursuant to California Contract Code Section 22300
CONTRACTOR will be entitled to post approved securities with the DISTRICT or an approved
financial institution in order to have the DISTRICT release funds retained by the DISTRICT to insure
performance of the Contract.
10. Specifications. The Standard Specifications for Public Works Construction, also
known as the Greenbook, latest edition, shall be controlling unless a different specification is called
out in the Contact Documents, including the Costa Mesa Sanitary District's Standard Plans and
Specifications for the Construction of Sanitary Sewers and the SYSTEM WIDE SEWER
RECONSTRUCTION- PHASE I.
11 Change Orders.Change order requests shall be submitted to the District Engineer
in writing who shall have discretion to determine the merit of the change order request. The District
Engineer may approve or disapprove change orders in his discretion except that any change order
resulting in an increase of the Contract price shall be co-signed by the District Manager and/or
approved by the Board of Directors. No amendments, modifications, or waivers of Contract terms
or the Contract Documents, including additional compensation for extra work,will be allowed absent
a written Change Order signed by both parties.
12. Prevailing Wage Rates. DISTRICT has ascertained the general prevailing rate of
per diem wages and the general prevailing rate for legal holidays and overtime work in the locality
in which the work is to be performed for each craft or type of work needed to execute this Contract,
and the same has been placed on file with the District Clerk at the District's principal office. Said per
diem wages can be obtained on the Internet at http://www dir.ca.gov/dlsr/DPreWageDetermination
htm. Said per diem wages are deemed to include employer payments for health and welfare,
pension, vacation, and travel time and subsistence pay all in accordance with sections 1773.1 and
1773.8 of the Labor Code of the State of California.
13. Discrimination, Minorities, Aliens. The CONTRACTOR shall not unlawfully
discriminate nor allow its employees, agents, principals, or subcontractors to unlawfully discriminate
against any employee or applicant for employment on the basis of race, religious creed, national
origin or sex.
14 Compliance with Davis-Bacon Act. This provision does not apply to this Contract.
15. Payroll Records. The provisions of section 1776 of the Labor Code of the State of
California regarding the preparation, maintenance and filing of payroll records are applicable to this
Contract. Specifically each CONTRACTOR and subcontractor shall keep an accurate payroll
record, showing the name address, social security number work classification, straight time and
overtime hours worked each day and week, and the actual per diem wages paid to each
journeyman, apprentice or worker employed by him in connection with the public work. THE
CONTRACTOR'S AND SUBCONTRACTOR'S PAYROLL RECORDS SHALL BE SUBMITTED TO
THE DISTRICT ENGINEER FOR REVIEW ON A WEEKLY BASIS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR SUBMITTAL OF SUB-CONTRACTOR'S PAYROLL RECORDS
16. Penalty CONTRACTOR shall, as a penalty to the DISTRICT forfeit up to $50 00
for each calendar day or portion thereof for each workman paid (either by him or any subcontractor
under him) less than the prevailing rate set forth herein on the work provided for in this Contract, all
in accordance with section 1775 of the Labor Code of the State of California
17 Apprentices. If applicable, the provisions of Labor Code Section 1777.5 requiring
the use of apprentices in certain ratios to journeymen are hereby imposed upon CONTRACTOR.
18. Legal Day's Work. In the performance of this Contract, not more than eight (8)
hours shall constitute a day's work, and the CONTRACTOR shall not require more than eight (8)
hours of labor in a day from any person unless the CONTRACTOR complies will all applicable
Labor laws. CONTRACTOR shall conform to Article 3 Chapter 1 Part 7 (section 1810 et seq.)of
the Labor Code of the State of California,and it is agreed that the CONTRACTOR shall forfeit to the
DISTRICT as a penalty the sum of $25 00 for each workman employed in the execution of this
Contract by the CONTRACTOR or any subcontractor for each calendar day during which any
workman is required or permitted to labor more than eight (8) hours in any one calendar day and
forty (40) hours in any one week in violation of said article.
19. Subcontracting. CONTRACTOR acknowledges that he is aware of the provisions
of the 'Subletting and Subcontracting Fair Practices Act' (Public Contract Code Section 4100 et
seq ) and that he agrees to comply with all applicable provisions thereof. If any part of the work to
be done under this Contract is subcontracted, the subcontract shall be in writing and shall provide
that all work to be performed thereunder shall be performed in accordance with this Contract. Upon
request, certified copies of any or all subcontracts shall be furnished to the District Engineer or
DISTRICT The subcontracting of any or all of the work to be done will in no way relieve the
CONTRACTOR of any part of his responsibility under the Contract. Breach of any of the above
provisions will be considered a violation of the Contract, and the DISTRICT may cancel the
Contract, assess the CONTRACTOR a penalty of not more than 10 percent of the subcontract
involved, or cancel the Contract and assess the penalty
All persons engaged in the work, including subcontractors,will be considered employees of
the CONTRACTOR. He will be held responsible for their work. The DISTRICT will deal directly
with and make all payments to the CONTRACTOR.
20. Workers Compensation. CONTRACTOR shall carry Workers' Compensation
Insurance and require all subcontractors to carry Workers'Compensation Insurance as required by
the Labor Code of the State of California. CONTRACTOR, by executing this Contract, hereby
certifies
'I am aware of the provisions of Section 3700 of the Labor Code
which require every employer to be insured against liability for
Workers Compensation or to undertake self-insurance in
accordance with the provisions of that code, and I will comply with
such provisions before commencing the performance of the work of
this Contract.
21 Drug-Free Work. CONTRACTOR agrees to provide a drug-free workplace in
accordance with 24 CFR part 24 sub-part F Under 24 CFR part 24 sub-part F the
CONTRACTOR will provide certification in writing that it will provide a drug-free workplace by
(a). Publicizing a statement notifying employees that the unlawful manufacture, distribution,
dispensing, possession or use of a controlled substance is prohibited in the workplace and
specifying the action it will take against employees for violation of such prohibition;
(b). Establish an ongoing drug-free awareness program to inform employees about-
1 Degrees of drug abuse in the workplace;
2. The policy of maintaining a drug-free workplace,
3 Any available drug counseling, rehabilitation and employee assistance programs;
4 The penalties which may be imposed on employees for drug abuse violations
occurring in the workplace
(c). Making it a requirement that every employee to be engaged in the performance of the
Contract be given a copy of the statement required by paragraph (a)
(d). Notifying employees in the statement required by paragraph (a) that as a condition of
employment under the Contract the employee will
1 Abide by the term of the statement; and
2. Notify the employer in writing of any conviction for a violation of a criminal drug
statute occurring in the workplace no later than five (5) calendar days after such
conviction.
(e). Notify the DISTRICT in writing,within ten(10)calendar days after receiving notice under
subparagraph (d) (2) from an employee or otherwise receiving actual notice of such
conviction. Employer of said convicted employee must provide notice, including conviction
title, to the DISTRICT
(f). Taking one of the following actions, within thirty (30) calendar days of receiving notice
under subparagraph (d) (2) with respect to any employee who is so convicted
1 Taking appropriate action against such an employee, up to and including
termination, consistent with the requirements of the Rehabilitation Act of 1973 as
amended; or
2. Requiring such employee to participate satisfactorily in a drug abuse assistance
or rehabilitation program approved for such purposes by a Federal, State or local
health, law enforcement, or other appropriate agency
(g) Making a good faith effort to continue to maintain a drug-free workplace through
implementation of paragraphs (a) (b), (c), (d), (e) and (f).
22. Bonds. CONTRACTOR shall, prior to the execution of the Contract, furnish bonds
approved by DISTRICT one in the amount of one hundred percent(100%)of the Contract price,to
guarantee the faithful performance of the work,and the other in the amount of one hundred percent
(100%) of the Contract price to guarantee payment of all claims for labor and materials furnished.
This Contract shall not become effective until such bonds are supplied to and approved by
DISTRICT All bonds shall be issued by an admitted surety insurer and the DISTRICT reserves the
right to object to any such surety in accordance with Code of Civil Procedure Section 995.660.
23. CONTRACTOR'S Affidavit. After the completion of the work contemplated by this
Contract, CONTRACTOR shall file with the District Engineer his affidavit stating that all workmen
and persons employed all firms supplying materials, and all subcontractors upon the project have
been paid in full, and that there are no claims outstanding against the project for either labor or
material, except certain items, if any to be set forth in an affidavit covering disputed claims,or items
in connection with a Notice to Withhold, which have been filed under the provisions of the statutes
of the State of California.
24. CONTRACTOR'S Waiver CONTRACTOR agrees to execute a Final Close Out
Agreement and Release of All Claims. The execution by CONTRACTOR of the Final Close Out
Agreement and Release of All Claims shall constitute a waiver of all claims against DISTRICT
under or arising out of this Contract unless otherwise stated in said document.
25. Notice to Proceed. No work, services, material or equipment shall be performed or
furnished under this Contract unless and until a 'Notice to Proceed' has been given to the
CONTRACTOR by the District Engineer and all bonds and certificates of insurance required
pursuant hereto have been furnished to and approved by DISTRICT
26. Termination.
A. If CONTRACTOR should fail to comply with any of the provisions hereof or in
the event CONTRACTOR should become the subject of a proceeding under state or federal law for
relief of debtors, or if CONTRACTOR makes an assignment for the benefit of creditors, DISTRICT
shall have the right to hold CONTRACTOR in default and cancel this Contract in whole or in part.
B Should CONTRACTOR, at any time during the progress of the work, refuse or
neglect to supply sufficient material or labor or fail to comply with any provision of this Contract,
DISTRICT shall have the right, without prejudice to any other right or remedy it may have, to
provide such materials and labor or make good such deficiencies as DISTRICT may deem
expedient after three (3) days notice in writing, delivered or mailed to CONTRACTOR at his last
address on file with DISTRICT and CONTRACTOR shall be liable for the cost and expense thereof
which may be deducted by DISTRICT from any money that may be due CONTRACTOR.
C Without limiting any rights which DISTRICT may have by reason of any default by
CONTRACTOR hereunder DISTRICT reserves the right to terminate this Contract in whole or in
part at its convenience In such event DISTRICT shall compensate CONTRACTOR, subject to
deduction for previous payments(i) by reimbursing CONTRACTOR for all actual expenditures and
costs incurred in performing under this Contract (ii) by reimbursing CONTRACTOR for all
expenditures made and costs incurred with DISTRICT'S prior written approval in settling or
discharging outstanding commitments entered into by CONTRACTOR in performing under this
Contract and (iii) by paying CONTRACTOR as a profit, insofar as a profit is realized hereunder an
amount equal to the profit on the entire Contract estimated at the time of termination, multiplied by
the percentage of completion of the work. In no event, however will the compensation to
CONTRACTOR exceed the total Contract price less payments previously made and less the
Contract price of work not terminated. Upon receipt of any notice of termination, CONTRACTOR
shall, unless the notice otherwise directs, (i)immediately discontinue the work and the placing of all
orders and subcontracts in connection with this Contract, (ii) immediately cancel all existing orders
and subcontracts made hereunder and(iii)immediately transfer to DISTRICT all materials,supplies,
work-in-process, appliances,facilities, equipment, machinery and tools acquired by CONTRACTOR
in connection with the performance of this Contract.
27 CONTRACTOR'S Independent Investigation. No plea of ignorance of conditions
that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the
execution of the work under this Contract, as a result of failure to make the necessary independent
examinations and investigations, and no plea of reliance on initial investigations or reports prepared
by District Engineer and/or DISTRICT for purposes of letting this Contract out to bid, will be
accepted as an excuse for any failure or omission on the part of the CONTRACTOR to fulfill in
every detail all requirements of the Contract Documents. Nor will such reasons be accepted as a
basis for any claims whatsoever for extra compensation or for an extension of time.
28. Damages/Extra Work Compensation. The parties have agreed to modify the
formula for damages set forth in the Standard Specifications for Public Works Construction. The
parties agree that the damage formula shall be used to measure all of CONTRACTOR's damages
or extra work required by this job CONTRACTOR shall be limited to the following
Direct costs Mark-up
Labor 20%
Materials 15%
Equipment Rental 15%
Other Items 15%
Subcontracted work 10% (first $5000)
Subcontracted work 5% (work in excess of first $5000)
Specialty Subcontracting
(required by extra work) 5% (Provided at least three
competitive bids are obtained
and contractor selected the
lowest bidder)
Excluded from recovery shall be so-called 'Eichleay damages including, but not limited to,
home office overhead, insurance and bonding costs, lost bonding capacity lost profits and lost
interest.
CONTRACTOR acknowledges that his recovery for damages or extra work is limited as
provided in this paragraph.
CONTRACTOR's
Initials
29. Other Documents Included. It is further agreed by the parties hereto that the
following documents are incorporated into this Contract by reference and are to be read and
construed together as the full, complete and integrated terms of this Contract
A. Notice Inviting Bids
B. Supplementary Bid Addenda or Bulletins, if applicable
C Proposal Packet
D Standard Specifications for Public Works Construction 'Greenbook, latest
edition
E. Costa Mesa Sanitary District Standard Plans and Specifications for the
Construction of Sanitary Sewers
F Construction Plans and Specifications for Rehabilitation of Six Sewers
Transferred to CMSD
G. Standard Drawings (Costa Mesa Sanitary District Drawings
and City of Costa Mesa Drawings)
H. Soils Report
City of Costa Mesa Encroachment Permit
J Faithful Performance Bond
K. Payment Bond
L. Approved Change Orders, if applicable
M Contractor's Affidavit
N. Final Closeout Agreement and Release of All Claims
The documents listed in this Paragraph, including this Contract, shall be known and referred
to collectively as the 'Contract Documents.
30. Interpretation. In the event of any conflict, inconsistency or incongruity between the
provisions of this Contract and the provisions of any of the Contract Document(s) referenced in
Paragraph 29 hereof or amendments thereto the provisions of this Contract shall control in all
respects.
31 Attorney's Fees. If any action at law or in equity is necessary to enforce or interpret
the terms of this agreement, the prevailing party shall be entitled to reasonable attorney's fees,
costs and necessary disbursements in addition to any other relief to which he may be entitled. If
any action is brought against the CONTRACTOR or any subcontractor to enforce a Stop Notice or
Notice to Withhold, which names the DISTRICT as a party to said action, DISTRICT shall be
entitled to reasonable attorney's fees, costs and necessary disbursements.
32. Additional Costs. CONTRACTOR shall be responsible to reimburse DISTRICT a
sum equal to the expenses of administration and legal services required to be expended by
DISTRICT in processing Notices to Withhold, Stop Notices, or similar legal documents arising out of
a failure of the CONTRACTOR to pay for labor or materials. Said obligation shall be provided for in
the payment bond required by the CONTRACTOR. The DISTRICT shall further have the right to
offset any such costs and expenses incurred by DISTRICT against any sums owing to
CONTRACTOR.
33. Insurance. CONTRACTOR agrees to provide insurance in accordance with the
requirements set forth herein If CONTRACTOR uses existing coverage to comply with these
requirements and that coverage does not meet the requirements set forth herein, CONTRACTOR
agrees to amend, supplement or endorse the existing coverage to do so The following coverages
will be provided by CONTRACTOR and maintained on behalf of the DISTRICT and in accordance
with the requirements set forth herein.
Commercial General Liability/Umbrella Insurance. Primary insurance shall be provided on ISO-
CGL form No CG 00 01 11 85 or 88 or equivalent, as determined by District Counsel. Total limits
shall be no less than one (1) million dollars per occurrence for all coverages and three (3) million
dollars general aggregate. DISTRICT and its employees and agents shall be added as additional
insured using ISO additional insured endorsement form CG 20 10 with an edition date prior to 1992
or equivalent, as determined by District Counsel. Coverage shall apply on a primary non-
contributing basis in relation to any other insurance or self-insurance, primary or excess, available
to DISTRICT or any employee or agent of DISTRICT Coverage shall not be limited to the vicarious
liability or supervisory role of any additional insured. Umbrella Liability Insurance (over primary)
shall apply to bodily injury/property damage, personal injury/advertising injury at a minimum, and
shall include a drop down provision providing primary coverage above a maximum $25 000 00
self-insured retention for liability not covered by primary policies but covered by the umbrella policy
Coverage shall be on the following form to any underlying coverage. Coverage shall be provided
on a 'pay on behalf"basis,with defense costs payable in addition to policy limits. There shall be no
cross liability exclusion Policies shall have concurrent starting and ending dates. District Counsel
shall have the authority to make determinations on the acceptability of forms of insurance coverage.
A determination that the form of coverage is not acceptable shall cause the award to go to the next
lowest responsible bidder
Business Auto/Umbrella Liability Insurance. Primary coverage shall be written on ISO Business
Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto)or equivalent,as determined by
District Counsel. Limits shall be no less than one (1) million dollars per accident. Starting and
ending dates shall be concurrent. If CONTRACTOR owns no autos, a non-owned auto
endorsement to the General Liability policy described above is acceptable.
Workers' Compensation/Employers' Liability shall be written on a policy form providing workers
compensation statutory benefits as required by law Employers liability limits shall be no less than
one (1) million dollars per accident or disease. Employers liability coverage shall be scheduled
under any umbrella policy described above. Unless otherwise agreed,this policy shall be endorsed
to waive any right of subrogation as respects the DISTRICT its employees or agents.
CONTRACTOR and DISTRICT further agree as follows:
1 This Section supersedes all other sections and provisions of this Contract to the extent that
any other section or provision conflicts with or impairs the provisions of this Section.
2. Nothing contained in this Section is to be construed as affecting or altering the legal status
of the parties to this Contract. The insurance requirements set forth in this Section are
intended to be separate and distinct from any other provision in this Contract and shall be
interpreted as such.
3 All insurance coverage and limits provided pursuant to this Contract shall apply to the full
extent of the policies involved, available or applicable Nothing contained in this Contract or
any other agreement relating to the DISTRICT or its operations limits the application of such
insurance coverage
4 Requirements of specific coverage features or limits contained in this Section are not
intended as a limitation on coverage limits or other requirements, or a waiver of any
coverage normally provided by any insurance. Specific reference to a given coverage
feature is for purposes of clarification only and is not intended by any party to be all
inclusive, or to the exclusion of other coverage, or a waiver of any type.
5 For purposes of insurance coverage only this Contract will be deemed to have been
executed immediately upon any party hereto taking any steps that can be deemed to be in
furtherance of or towards, performance of this Contract.
6 All general or auto liability insurance coverage provided pursuant to this Contract, or any
other agreements pertaining to the performance of this Contract, shall not prohibit
CONTRACTOR, and CONTRACTOR'S employees, or agents, from waiving the right of
subrogation prior to a loss. CONTRACTOR hereby waives all rights of subrogation against
DISTRICT
7 Unless otherwise approved by DISTRICT CONTRACTOR'S insurance shall be written by
insurers authorized to do business in the State of California and with a minimum 'Best's
Insurance Guide rating of A.VII' Self-insurance will not be considered to comply with
these insurance specifications.
8 In the event any policy of insurance required under this Contract does not comply with these
requirements or is canceled and not replaced, DISTRICT has the right but not the duty to
obtain the insurance it deems necessary and CONTRACTOR will promptly reimburse any
premium paid by DISTRICT
9 CONTRACTOR agrees to provide notarized evidence of the insurance required herein,
satisfactory to DISTRICT consisting of certificate(s) of insurance evidencing all of the
coverages required and an additional insured endorsement to CONTRACTOR'S general
liability and umbrella liability policies Of any) using ISO form CG 20 10 with an edition prior
to 1992 or equivalent, as determined by the District Counsel. Certificate(s) are to reflect
that the insurer will provide 30 days notice of any cancellation of coverage CONTRACTOR
agrees to require its insurer to modify such certificates of any cancellation of coverage.
CONTRACTOR agrees to require its insurer to modify such certificates to delete any
exculpatory wording stating that failure of the insurer to mail written notice of cancellation
imposes no obligation, and to delete the word endeavor with regard to any notice
provisions. CONTRACTOR agrees to provide complete copies of policies to DISTRICT
upon request.
10 CONTRACTOR shall provide proof that policies of insurance required herein expiring during
the term of this Contract have been renewed or replaced with other policies providing at
least the same coverage Such proof will be furnished within 72 hours of the expiration of
the coverages.
11 Any actual or alleged failure on the part of DISTRICT or any other additional insured under
these requirements to obtain proof of insurance required under this Contract in no way
waives any right or remedy of DISTRICT or any additional insured, in this or any other
regard.
12. CONTRACTOR agrees to require all subcontractors or other parties hired for this project to
provide general liability insurance naming as additional insured all parties to this Contract.
CONTRACTOR agrees to obtain certificates evidencing such coverage and make
reasonable efforts to ensure that such coverage is provided as required here.
CONTRACTOR agrees to require that no contract used by any subcontractor or contracts
CONTRACTOR enters into on behalf of DISTRICT will reserve the right to charge back to
DISTRICT the cost of insurance required by this Contract. CONTRACTOR agrees that
upon request, all agreements with subcontractors or others with whom CONTRACTOR
contracts with on behalf of DISTRICT will be submitted to DISTRICT for review Failure of
DISTRICT to request copies of such agreement will not impose any liability on DISTRICT or
its employees.
13 If CONTRACTOR is a Limited Liability Company general liability coverage must be
amended so that the Limited Liability Company and its managers, affiliates, employees,
agents, and other persons necessary or incidental to its operation are insured.
14 CONTRACTOR agrees to provide immediate notice to DISTRICT of any claim or loss
against CONTRACTOR that includes DISTRICT as a defendant. DISTRICT assumes
no obligation or liability by such notice but has the right (but not the duty) to monitor the
handling of any such claim or claims if they are likely to involve DISTRICT
34 Indemnification. CONTRACTOR and DISTRICT agree that DISTRICT should, to
the fullest extent permitted by law be fully protected from any loss, injury damage, claim, lawsuit,
cost, expense attorneys fees, litigation costs, defense costs, court costs or any other cost arising
out of or in any way related to the performance of this Contract Accordingly the provisions of this
indemnity provision are intended by the parties to be interpreted and construed to provide the fullest
protection possible under the law to the DISTRICT except for liability attributable to the
DISTRICT'S active negligence. CONTRACTOR acknowledges that DISTRICT would not enter into
this Contract in the absence of this commitment from CONTRACTOR to indemnify and protect
DISTRICT as set forth here.
To the fullest extent permitted by law and excepting only the active negligence of DISTRICT
established by a court of competent jurisdiction or written agreement between the parties,
CONTRACTOR shall defend, indemnify and hold harmless DISTRICT its employees, agents and
officials, from any liability claims, suits, actions, arbitration proceedings, administrative
proceedings, regulatory proceedings, losses,expenses or costs of any kind,whether actual,alleged
or threatened, actual attorney fees incurred by DISTRICT court costs, interest, defense costs
including expert witness fees and any other costs or expenses of any kind whatsoever without
restriction or limitation incurred in relation to as a consequence of or arising out of or in any way
attributable actually allegedly or impliedly in whole or in part to the performance of this Contract.
All obligations under this provision are to be paid by CONTRACTOR as incurred by DISTRICT
Without affecting the rights of DISTRICT under any provision of this Contract or this Section,
CONTRACTOR shall not be required to indemnify and hold harmless DISTRICT as set forth above
for liability attributable to the active negligence of DISTRICT provided such active negligence is
determined by agreement between the parties or the findings of a court of competent jurisdiction
This exception will apply only in instances where the DISTRICT is shown to have been actively
negligent and not in instances where CONTRACTOR is solely or partially at fault or in instances
where DISTRICT'S active negligence accounts for only a percentage of the liability involved. In
those instances, the obligation of CONTRACTOR will be for that portion or percentage of liability
not attributable to the active negligence of DISTRICT as determined by written agreement between
the parties or the findings of a court of competent jurisdiction.
The obligations of CONTRACTOR under this or any other provision of this Contract will not be
limited by the provisions of any workers' compensation act or similar act. CONTRACTOR expressly
waives its statutory immunity under such statutes or laws as to DISTRICT its employees and
officials.
CONTRACTOR agrees to obtain executed indemnity agreements with provisions identical to those
set forth in this section from each and every subcontractor sub-tier contractor or any other person
or entity involved by for with, or on behalf of CONTRACTOR in the performance of the subject
matter of this Contract In the event CONTRACTOR fails to obtain such indemnity obligations from
others as required here CONTRACTOR agrees to be fully responsible according to the terms of
this section.
Failure of DISTRICT to monitor compliance with these requirements imposes no additional
obligations on DISTRICT and will in no way act as a waiver of any rights hereunder This obligation
to indemnify and defend DISTRICT as set forth herein is binding on the successors, assigns, or
heirs of CONTRACTOR and shall survive the termination of this Contract or this section.
35. Permits. The CONTRACTOR shall obtain from DISTRICT City County State,
Federal or other responsible public agencies all licenses and permits, and pay all fees related
thereto necessary to complete the job
36. Assignment. No assignment by the CONTRACTOR of this Contract or any part
hereof, or of funds to be received hereunder will be recognized by the DISTRICT unless such
assignment has had prior written approval and consent of the DISTRICT and the Surety
37 Safety and Site Condition. CONTRACTOR shall perform all operations with due
regard for safety and in strict compliance with all applicable laws relating thereto. It shall be
CONTRACTOR'S responsibility to keep the site in a clean, neat and orderly condition. It shall also
be CONTRACTOR'S duty to dust-palliate all working areas and access routes, if applicable. All
operations shall be conducted by CONTRACTOR so that no fire hazards are created.
38. Utility Location. DISTRICT acknowledges its responsibilities with respect to
locating facilities pursuant to California Government Code Section 4215
39. Trenching If this Contract involves digging trenches or other excavations that
extend deeper than four feet below the surface, CONTRACTOR shall promptly and before the
following conditions are disturbed, notify the District Engineer in writing, of any
(a) Material that the CONTRACTOR believes may be material that is hazardous waste, as
defined in Section 25117 of the Health and Safety Code, that is required to be removed to a
Class I, Class II, or Class III disposal site in accordance with provisions of existing law
(b) Subsurface or latent physical conditions at the site differing from those indicated.
(c) Unknown physical conditions at the site of any unusual nature different materially from
those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract.
(d) The District Engineer shall promptly investigate the conditions, and if he finds that the
conditions do materially so differ or do involve hazardous waste, and cause a decrease or
increase in the CONTRACTOR'S cost of or the time required for performance of any part
of the work, shall issue a change order in accordance with the procedures described in this
Contract.
(e) In the event that a dispute arises between District Engineer and the CONTRACTOR
whether the conditions materially differ or involve hazardous waste, or cause a decrease or
increase in the CONTRACTOR's cost of or time required for performance of any part of the
work, the CONTRACTOR shall not be excused from any scheduled completion date
provided for by the Contract, but shall proceed with all work to be performed under the
Contract. The CONTRACTOR shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the contracting
parties.
40. Notices. The parties hereto agree that all formal notices required by this Contract
may be provided to the following persons at the following addresses by sending the same by
certified or registered mail as follows:
DISTRICT District Engineer
Costa Mesa Sanitary District
628 W 19th Street
Costa Mesa, California 92627 2716
CONTRACTOR:
41 Effect of Invalidity The invalidity in whole or in part of any provisions hereof shall
not affect the validity of any other provision.
42. Gratuities.CONTRACTOR warrants that neither it nor any of its employees, agents
or representatives has offered or given any gratuities to DISTRICT'S employees, agents or
representatives with a view toward securing this Contract or securing favorable treatment with
respect thereto.
43. Conflict of Interest. CONTRACTOR warrants that he has no blood or marriage
relationship and that he is not in any way associated with any architect, engineer or other preparer
of the plans and specifications for this project.
44. Copeland Anti-Kickback' Act. If applicable to this Contract, CONTRACTOR and
its subcontractors shall comply with the provisions of the Copeland Anti-Kickback' Act (18 USC
Section 874), as supplemented in Department of Labor regulations, which Act provides that each
Contractor shall be prohibited from requiring, by any means, any person employed in the
construction, completion or repair of any public work, to give up any part of the compensation to
which he is otherwise entitled.
45. Final Closeout Agreement and Release of All Claims. Prior to filing the Notice of
Completion the CONTRACTOR and DISTRICT shall execute and record a Final Closeout
Agreement and Release of All Claims
46. Guarantees CONTRACTOR shall and hereby does guarantee all work for a period
of one (1) year after the date of filing of the Notice of Completion and shall repair and replace any
and all such work,together with any other work which may be displaced in so doing that may prove
defective in workmanship and/or materials within the one (1) year period from date of the filing of
the Notice of Completion, without expense whatsoever to the DISTRICT ordinary wear and tear
and usual abuse or neglect excepted. In the event of failure to comply with the aforementioned
conditions within five (5)days after being notified in writing, the DISTRICT is hereby authorized to
proceed to have the defects repaired and made good at the expense of the CONTRACTOR, who
shall pay the cost and charges therefor immediately on demand.
47 Job Progress. CONTRACTOR agrees to maintain a critical path analysis
throughout the project. CONTRACTOR agrees to meet with the District Engineer on a weekly or
other periodic basis, or as requested by the District Engineer to review job progress.
CONTRACTOR agrees to provide District Engineer with critical path analysis documentation
whenever job progress is impacted so that the completion date may be affected or whenever delays
or other impacts may give rise to CONTRACTOR'S claim for additional days or additional damages.
Delay and other claims of damages based on CONTRACTOR'S planned early completion are
prohibited.
48. Resolution of Claims. For all claims that are less than Three Hundred and Seventy
Five Thousand Dollars ($375,000 00), the provisions of Public Contracts Code Section 20104 et
seq. (Article 1.5 — Resolution of Construction Claims) shall be followed.
49. Notice to Contractor of Claims DISTRICT shall provide notice to CONTRACTOR
upon receipt of any third-party claim related to the Contract
IN WITNESS WHEREOF the parties hereto have entered into this agreement the date and year
first above written.
ATTEST COSTA MESA SANITARY DISTRICT
Joan Revak Robert Ooten
Clerk of the District President of the Board of Directors
APPROVED AS TO FORM:
CONTRACTOR
Name:
Colin R. Burns
Associate District Counsel Address.
APPROVED AS TO CONTENT By
Robin B Hamers
District Engineer
STATE OF CALIFORNIA) ss (INDIVIDUAL)/(CORPORATION)
COUNTY OF
On , 2011 before me, the undersigned, a Notary Public in and for said
state, personally appeared _ _ who proved to me on the
basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity on
behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
(Notary Public)
PAYMENT BOND
PAGE 1
Bond No.
COSTA MESA SANITARY DISTRICT
PAYMENT BOND
(LABOR AND MATERIAL BOND)
KNOW ALL MEN BY THESE PRESENTS
THAT WHEREAS the COSTA MESA SANITARY DISTRICT a municipal corporation and
sanitary district, by minute order of the Board of Directors,adopted on , has
awarded to
CONTRACTOR
(NAME AND ADDRESS OF CONTRACTOR)
hereinafter designated as the 'Principal' Contract No CMSD PROJECT NO 185 for the work
described as follows: SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I. Said Contract
and all of its obligations, covenants,terms and conditions are fully incorporated herein by reference.
WHEREAS said Principal is required by the provisions of said Contract and of the Civil
Code to furnish a bond in connection with said Contract, as hereinafter set forth.
NOW THEREFORE, WE, the undersigned CONTRACTOR, as Principal and
(Name and Address of Surety)
Duly authorized to transact business under the laws of the State of California, as Surety are held
and firmly bound unto the Costa Mesa Sanitary District, in the penal sum of XXX and 00/100
Dollars($XXX,XXX.00j, said sum being not less than one hundred(100%) percent of the estimated
amount payable under the terms of the Contract for which payment well and truly be made,we bind
ourselves, our heirs, executors and administrators, successors and assigns,jointly and severally
firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that, if said Principal or his
subcontractors, or the heirs, executors, administrators, successors or assigns thereof shall fail to
pay any of the persons named in Section 3181 of the Civil Code of the State of California for any
materials, provisions, provender or other supplies used in, upon,for or about the performance of the
work contracted to be done, or for any work or labor performed by any such claimant or any
amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the
wages of employees of the CONTRACTOR and his subcontractors pursuant to Section 18806 of
the Revenue and Taxation Code with respect to such work and labor then said Surety will pay for
the same, in an amount not exceeding the sum set forth hereinabove, and in addition, in case suit is
brought upon the bond,will pay a reasonable attorney's fee to be fixed by the court. This bond shall
inure to the benefit of any and all persons named in the aforesaid Civil Code Section 3181 so as to
give a right of action to them or their assigns in any suit brought upon the bond.
PAYMENT BOND
PAGE 2
Bond No.
Further the said Surety for value received, hereby stipulates and agrees that no change,
extension of time, alteration or modification of the Contract Documents or of the work to be
performed thereunder shall in any way affect its obligation on this bond; and it hereby waives notice
of any and all such changes, extensions of time, and alterations or modifications of the Contract
Documents and/or of the work to be performed thereunder
IN WITNESS WHEREOF we have hereunto set our hands and seals this
day of , 2011
Contractor Name
Street Address
City State, Zip Code
PRINCIPAL
By
Company Representative
In accordance with the Contract for SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I,
all bonds shall be issued by an admitted surety insurer and the DISTRICT reserves the right to
object to any such surety in accordance with Code of Civil Procedure Section 995.660
By signing below Surety certifies that the bonds are issued by an admitted surety
Name
Street Address
City State,Zip Code
SURETY
By
Company Representative
APPROVED AS TO FORM:
Colin R. Burns, Associate District Counsel
Costa Mesa Sanitary District
By/s/
FAITHFUL PERFORMANCE BOND
PAGE 1
Bond No.
COSTA MESA SANITARY DISTRICT
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS
THAT WHEREAS the COSTA MESA SANITARY DISTRICT a municipal corporation and
sanitary district, by minute order of the Board of Directors, adopted on has
awarded to
CONTRACTOR
(NAME AND ADDRESS OF CONTRACTOR)
hereinafter designated as the 'Principal' Contract No CMSD#185 for the work described as
follows. SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I
Said Contract and all of its obligations, covenants, terms and conditions are fully incorporated
herein by reference.
WHEREAS the said Principal is required under the terms of said Contract to furnish a bond
for the faithful performance of said Contract, including a one year guarantee of the work performed.
NOW THEREFORE, WE, the undersigned CONTRACTOR, as Principal and
(NAME AND ADDRESS OF SURETY)
Duly authorized to transact business under the laws of the State of California, as Surety are held
and firmly bound unto the Costa Mesa Sanitary District, in the penal sum of: XXX and 00/100
Dollars ($XXX,XXX.00), said sum being not less than one hundred(100%) percent of the Contract
price for the payment of which sum well and truly to be made we bind ourselves, our heirs,
executors, administrators, and successors, jointly and severally firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that, if the above burdened Principal, his
or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide
by and well and truly keep and perform all the undertakings, terms, covenants, conditions and
agreements in the said Contract and any alteration thereof made as therein provided,on his or their
part, to be kept and performed, at the time and in the manner therein specified, and in all respects
according to their true intent and meaning and shall indemnify and save harmless the Costa Mesa
Sanitary District, its offices and agents, as therein stipulated, then this obligation shall become null
and void, otherwise it shall be and remain in full force and virtue. This obligation covers a one year
guarantee on work performed after said work has been completed The one year period shall
commence on the date the Notice of Completion has been recorded.
In case suit is brought upon this bond Surety further agrees to pay all court costs and
reasonable attorneys' fees as fixed by the court.
FAITHFUL PERFORMANCE BOND
PAGE 2
Bond No.
And the said Surety for value received hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the Contract Documents or to the work to be
performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive
notice of any such change, extension of time, alteration or addition to the terms of the Contract
Documents or to the work.
IN WITNESS WHEREOF we have hereunto set our hands and seals this
day of , 2011
Contractor Name
Street Address
City State, Zip Code
PRINCIPAL
By
Company Representative
In accordance with the Contract for SYSTEM WIDE SEWER RECONSTRUCTION- PHASE I,
all bonds shall be issued by an admitted surety insurer and the District reserves the right to object to
any such surety in accordance with Code of Civil Procedure Section 995.660
By signing below Surety certifies that the bonds are issued by an admitted surety
Name
Street Address
City State,Zip Code
SURETY
By-
Company Representative
APPROVED AS TO FORM:
Colin R. Burns, Associate District Counsel
Costa Mesa Sanitary District
By /s/
o�` W �@ CITY OF NEWPORT BEACH
- \ A ; 1 ` I. PUBLIC WORKS DEPARTMENT
1.- 3300 NEWPORT BOULEVARD
ki P O BOX 1768 NEWPORT BEACH, CA 92659-1768
0,, ./roar`P (949) 644-3311
TO. Robin Hamers, P.E.
COSTA MESA SANITARY DISTRICT
FROM: David Keely P.E. FJ '�
PUBLIC WORKS DEPARTMENT
DATE. April 12, 2011
SUBJECT CMSD Project#185 System Wide Sewer Reconstruction — Phase I
The following are conditions for the Costa Mesa Sanitary District System Wide Sewer
Reconstruction Project#129, plan set date (March 2011):
• Applicant shall obtain a Temporary Street and Sidewalk Closure Permit from the City of
Newport Beach Public Works Department prior to start of work. Street closures on
major arterials or other roadways deemed appropriate by the City Traffic Engineer will
require traffic control plans prepared signed and stamped by a registered Traffic
Engineer All other roadway closures shall be per the latest edition of the Work Area
Traffic Control Handbook (WATCH).
• Based on the above mentioned plans, all sewer reconstruction work within the City of
Newport Beach will be via Cured-in Place Pipe (CIPP) method. No physical construction
work is required within the City of Newport Beach public right of way If physical
construction work is required then the applicant shall obtain and Encroachment Permit
from the City of Newport Beach prior to start of construction.
• All City of Newport Beach Temporary Street Closure Permit and, if necessary
Encroachment Permit fees shall be paid by the applicant at the time of permit issuance.
• Work hours within the City of Newport Beach shall be approved by the Public Works
Director Roadways shall be opened to normal operating conditions during non-
construction hours.
• Applicant shall provided a project schedule to the City of Newport Beach at the time of
permit application submittal.
Applicant shall notify affect residents/businesses at least 1—week hours in advance of
work.
No equipment and/or material shall be stored/parked within the public right-of-way
without prior approval from the City of Newport Beach Public Works Department.
f\users\pbwAdkeely\dkeely1encroachment permit\crosd system wide sewer reconstruction project 185\robin hamers 4-1 24 memo doc