HomeMy WebLinkAboutMCM Con. Good Faith Effort (2011-05) 4-AMOM VMiTRWI K WC.
Attachment #4
D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the
bidder's rejection of the DBEs, the firms selected For the -it work (please attach copies
of quotes from the firms involved), and the price difference for each DBE if the selected
firm is not a DBE:
Names, addresses and phone numbers of rejected DBEs and the reasons for the
bidder's rejection of the DBEs:
Names, addresses and phone numbers of firms selected for the work above:
See next page
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SEQUOIA
C O N S U L 1 A N i S
Cost Estimate
QC Services for Structural Concrete
Contract No.* Dunes Palm Road Bridge
Date: September 26, 2022
Bid Item : Structural Concrete
Remarks:
1 Estimate is based on 8 hour Straight -Time shifts, Monday through Friday.
2 Overtime will be charged at $160.50/hour and Double time at $214/hour.
3 Union Tester rates quoted are valid through June 30, 2023, after which an annual escalation rate of $40/shift for each
Tester will be added onto the shift rate.
DBE Quote
PW16-01
Dune Palms Road Bridge Improvements Project (DB22250)
PRIVELEGED & CONFIDENTIAL (DO NOT DISTRIBUTE OUTSIDE YOUR ORGANIZATION)
Legal Name:
DBE:
DIR Number:
Mailing Address:
Phone:
Contact:
Website:
Sierra Geotech DBE, Inc.
46066
1000064288
1812 W Burbank Blvd #7332 Burbank, CA 91506
760-985-9988
Mike Kosakowski I mike@sierrageotech.com
www.sierrageotech.com
A,&
s1lRrtA*aarECx
- a DBE firm -
OPERATING
9 ENGINEERS
Sierra Geotech is o Signatory to Operating
Engineers Locol Union 12
Scope of Work: Quality Control Field Inspection, Materials Testing, and Laboratory Testing Services
Fees for Associated Materials Lab Testing See Attachment 1 for
.. Test Estimated Based
$4,335 (Lumpsum) [Bid Items 15, 9
152 (Lumpsum) [Bid Items 11
1.485 (Lumpsum) [Sid Items 1
$62,585 (Lumpsum) [Bid Items 24,2
$73,800 (Lumpsum) [Bid Items 71, T
$4,333 (Lumpsum) [Bid Item 28,107
Fees for Insi2ector on -site Weekda s dav time all-inclusive
lews (ill trades) 8 10,11 S S� lift \A/eeldv Rate
$2,000 $9,500
` - Discounted Footnote 1)
1201
58, 59, 60,
321 fOptional see Footnote 51
61, 62, 64, 65, 66, 66A, 67,121,
(Shift rates are all-inclusive)
Fees assessed at the following assumptions:
1. Fees are for weekdays and 8-hour daytime shift only and do not include holidays, weekends, or night work. For
night shifts during weekdays increase daytime rates by 7.5%I For example, a daytime weekday rate of $1,000 will
become $1,075 for nighttime weekday. For weekends or holidays, increase daytime rates by 60%, For example,
a daytime weekday rate of $1,000 will become $1,600 forweekend of holiday. 'Weekly Rates apply when
inspector is scheduled for 5 consecutive days (Monday through Friday).
2. Lab fees are assessed per Project Special Provisions, and Caltrans 2018 standards.
3. Quantities of material calculated from the Bid Schedule in the Bid Documents.
4. Lab testing costs in general are highly dependent on the number of shifts and subject to change. Quote
provided by us is only an estimate.
5. It is assumed that H MA aggregate, and binder testing is completed by batch plant
6. Contract Documents: Project Special Provisions, Caltrans 2018 specifications, and Pro}ect Plans.
7. We will contact you the day prior to confirm} dispatch. $100 fees for cancellation within 12 hours. $250 fees for
cancellation upon arrival. All samples collected will be discarded immediately upon testing. Storage at $5/day
available upon request. We are not responsible for cancellations by batch plant.
Respectfully submitted,
SIERRA GEOTECH DBE, INC.
X* V1001K
Shaun Vemuri, PE
Managing Principal
1812 W Burbank Blvd #73321 Burbank, CA 915061 www.sierrageotech.com 1760.985.9988
Dune Palms Road Bridge Improvements Quote Page 1
t
Lab Testing (Caltrans 2018 Specifications)
Cost
Aggregate Base (AB) FBid Item 15, 99.1201
$ 4,33U0
Soils JBid Item 11. 12. 58. 59. 60. 94. 95, 1351
$ 5,152.00
Hot Mix Asphalt (HMA) fBid Item 14, 97, 98.1461
$ 14,485.75
Concrete Bid Item 24, 25. 61. 62. 64, 65, 66. 66A, 67. 121, 136
$ 62,585,00
Steel fBid Item 71, 72. 137
$ 73,800.00
Masonry [Bid Item 28, 1071
$ 4,333,75
Total
164, 91.50
Lab T�est
AB
Pra eC1 Total 956 CY
C451 Per Test
Total of Tests 'Total
Price
Spec
R-Value CT301 One test 12000 C Footnote i $ 339-00
1
S 339.00
25-1.01D 2 d
Gradation CT 202 One test 600 C $ 125.00
2
S 250.Op
25-1.WD 2 d
Sand E uiv CT 217 One test 1500 C $ 125.00
2
S 250,00
25-1.01 D 2 d
Durablli CT 229 One r ro cl, per material S 224.00
1
$ 224,00
25-1.011)d
Curve CT 216 One 2000 SY' er Layer*] See Footnote 2 S 14820
14
S 2,072.00
25-1.01 D 2 d
per
Sample Picku $ 400.00
3
$ 1,2D0,00
25.1.01D 2 d
'Estlmaled 8 hch Eoose lift compacted to 6 inches
• r - Additional R-value laWing rs assumed to be not rr ulmd based on SE value of 29 or ater on 4 conse ubve Sam les.
(2) - It Is assumed Char one source o/material is used forlhe project
PraectTotal 7300
CY
Cost Per Test Total of Tests Total Price
S c
Curve CT 216} 10m, per 2000 SY pu La er• Footnote t
Sample Plcku
S 148.00 24 $ 3,552.00
$ 400.00 4 S 1.600.00
19 Sheet 0-1
19 Sheet 0-1
'Esfimaled 8 inch loose nh compacted to 6 Inches
11) - It is assunled that one soil type is present for the proj^cr
Pro ect Total 12TS TONS
Cost Per Test
Total of Tests
Total Price
Sec
Duality Control Plan, (Faa[note 1
Gradation CT 202 One test /750 TONS
5 1,500.00
$. 125.00
p
0
$
$
39-2.01A 3 c
39-8.02A 4 b
Sand E qLtiv JT176 One test /750 TONS
S 125.00
0
$
39-2.02A 4 b
Moist. Content CT 370 One test /7s0 TONS
$ 125,00
0
S
39-2.02A 4 b
Crushed Particles CT205 335 One [psi IICON TONS 1
$ 204-00
0
$
39-2,02A 4 bi
LA Rallis One test /10000 TONS
$ 322.00
0
$
39 2.02A 4 b
LCT211
Eton Particles D4791 One test 11DDOo TONS
$ 216.25
0
S
39-2.02A 4 b
.
AfigvWnty U304One fast /10000 TONS
$ 231.25
0
$
39-2.02A 4 b
A hall Binder Content (T308) (Ona test /500 TONS
HIM A f„aisivre Content 329 One test /2500 TONS
$ 562.50
$ 150.oD
0
0
$
S
39-2.o2A 4 b
39-2.02A 4 b
Ha mbu rg Wheel Track T324) JOrLe lest 110000 TONS I
S 1.840.00
0
$
3&2.02A 4 b
Moisture Susce tlblk T283 One test 110000 TONS 1
$ 3,438.00
0
$
39-2.02A 4 b
Sodium sulfate soundness (T104) [One per rti act Footnote 2
$ 562.50
0
$
39.2.01A 4 h ki B
Coarse Durabili Index 210 +0ne test /3000 TONS • Footnote 2
S 207.00
0
$
3y j2.02A 4 b II
Fine Durabift Index 23o One test /3000 TONS Footnote 2
S 207 00
0
$
39-2.02A 4 (b)ii
Densl!y Cores [Daily, 13y Inspector Alread On-S 1e ' Footnote 3
Maximum Theoreclical Specific Gravl 209 One lest 1500 TONS
$ 66500
$ 506.25
3
3
S 1,995.00
S 1.518.75
39-2.02A 4 b
39-2.02A 4 b
Bulk Specific Gravity t)enQy Care 275 One care 1250 TONS
$ 225.o0
5
$ 1 125.00
39-2.02A 4 b
Air Voids Content Densi[ Core T269 One core / 250 TONS
S 405.00
5
$ 2,025.00
39-2.02A(4)(b)
Data Cores JDaliy, B inspector AlreaOn-Site]' Footnote 3
$ 665.00
0
S
39-2.02A 4 b'
Data Cores be lnnIn 2, end, and 6veQ 112 mile wthln the paving fimils
Sample PlckUR
$ 100.00
S 400.00
0
1 3
$ -
S 1,200.00
39-2.02A 4 b)
39.2.o2A 4 b
i - Fee applies only once per project
2 • the test iS required on if the agglegale source Is in Lamm Modoo. Slski otr, or Shasta County.
3) - PC a P P1ies it On 1 Ins eciorls on
rr r+ u F r Project Total
114
17ONS
Cost Per Test
Total of Tests
Total Price
Sec
Sayboll. Furol VW*sll 759 1 test day delive truck
$ 112.50
4
S 450.o0
W4.02A{4} b
per per
Sieve Test 59 1 lest d ar delivery truck
$ 93.75
4
S 375,00
37-3.02A 4 Ib (ii
per
Storage slabtlil CF59 1 test per day per delivery truck
Residue by distillation T59 1 lest per day per deFive ry truck
$ 187.50
S 158.75
4
4
$ 750.00
$ 675.00
37-3.02A 4 ii
37-3.0 4 b
Particle a 59 1 test r delivel truck
$ 87.50
4
; 350.00
37-3.02A 4 Y
cha perda
Penal raWn T48 1 lest par day r delivery truck
$ 93,75
4
$ 375.00
37-3.02A d k
Ductility T51 1 test per day r delivM Iruckl
S 137.50
4
$ 550.00
37-3.02A 4 b A
Torsional Reoove CT 332 1 test per da er detive truck
$ 187.50
4
$ 750.00
37-3.02A 4 b !!
Solubility in Irichloroeth lene T44 1 lest day detive truck
$ 162.50
4
$ 650.00
3--3i A 4 b ii
par per
Crushed Particles 335 One material]$
175.00
1
$ 175.00
37-3.01A 4 b ii
per project, per
LA Ratsier CT215 6 One ro eG, per material
$ 322.00
1
$ 322.00
37-3.01A 4 b (li)
per
Sand E uiv CT 217 1 working d
$ 125.00
1
$ 125.00
37-3.01A
Eer
Reslslamce to Degradation 07428 1 perworkin day]
$ 4UU,Op
1
$ 40100
37-3.otA 4 b fi
Gradation CT202 1 erworkln day]$
125.00
1
S 125.00
37-3.01A(4ib ii
MWSL Content T255} 1 perworkin
Sample Pickup
S 150.OD
S 400.00
1
1
$ 15o.DD
S 400.60
37.3.01A 4 b 4
I 37-3.01A 4 b II
Pra ecl Total 5141 CY
Cost PerTesl
Total ofTesls Total Price
Scec
Gradation CT 202 One less Ler dal (U to 3 Grad alions per mix desi n
S 375.00
351 S 13,125.00
90-1.01 D 10 b iv
Sand E uiv CT 217 One test perda
$ 125.00 I
6tpl
$ 4,375-00
90.1.61D 10 b Iv
Cleanness Value(CT 22T One test p er 4ayl
125.09E
35
$ 4,aru-00
9Q-1-01D 10 h iv
Moisture mnlems CT 226 1-2 lests day dependIng an conditionsl
50,00 135
$ 7,750.00
90-1-01D[10 b iv
per
Cam Strength CT 521 One set 1100 C 6 c lInders Footnote I
$ 801.OQ
312
$ 24,960.00
90.1.Ot D 10 b iv
.
Sam fe Picku
$ 400.00
35
$ 14,000.00
90.1.011] i0 h iv
is mssurned mu eail lueaks are rec uirr:d
Pro act Total
Cast Per Lot
612
Total Lots Total Price
TONS
S ec
Hoops CT 6701ASTM A370 4 per Lot
$ 300.00
86
S 25.80r00
52-1.01,A
Re Tessin C7 6701ASTM A376j 4 tests per Lot. 8 dlfterent sues of rehar
Coupler
$ 325.00
$ 375.00
128
0
$ 41,600-oa
$
52-1.01 A
52-1-01.A
Dowels CT 676rASTM 370 4 r Lot)$
300.00
0
$
p0.1-01 D
Sample Pickup
$ 400.00
16
$ SAW 00
52.1,01A
2160
SOFT
Sec
Total of Tests
Total Price
Procanssruolion TestingGraul Mix C 1314 C 1019 one feel er mix des n
T5
1
S 1,408-75
58-2.07 D 2 hPreconslruclion
Teslin Mortar CT551 (CT422)one test per mix das n ❑ Ronal75
7lt��44
0
$
59.2.01 D 2 {bMasan
Block Teslin C140)(C426 CBC2105A.4 one Iasi erblock e
50t58-2.01D
2 bive
Siren Ih C47B 1000 50]FTIPer Da of Grout 4 sam ies75
12
$ 1,725.00
58-2.0117 2 0.00
3
$ 1,200.Q0
58-2.01D 2 q
PRIVELEGEA & CONPIDENTIAL DO NOT DISTRIBUTE OUTSIDE YOUR ORGANIZATION)
,vw+,v.initbriryrcharplacc:r� cr
INTEGRITY
REBAR PLACERS
ESTIMATE # 92021112
PROJECT NAME.
PROJECT LOCATION
1345 Nandina Ave. Perris, CA 92571
pti ne:951.696,6843 F,,y,:951.943.7772
BID/OFFER FORM
DUNE PALMS ROAD BRIDGE IMPROVEMENT
PROJECT NO: 2011-05
CITY OF LA QUINTA
Contractor's License # 533729
BID DATE: 10/05/22
BID TIME: 2:00 PM
ATTN: ESTIMATING
Integrity Rebar Placers is pleased to submit the following offer/agreement for the above referenced project, subject to the
terms and conditions specified herein. Performance of this Bid/Offer shall be governed by and in compliance with the
Concrete Reinforcing Steel Institute Manual of Standard Practices. This offer represents the full scope and intent on
the part of Integrity Rebar Placers to provide services and materials to Contractor.
This bid is submitted subject to and expressly conditioned upon all of the terms and conditions set forth below.
SCOPE OF WORK / PRICE
BID
ITEM
DESCRIPTION
QUANTITY
UNIT PRICE
TOTALS
#025
TYPE 1A RETG WALL
1.829
SF
21.8534
$39,969.82
#026
CONC SLOPE PROTECTION
1,215
CY
74.3705
$90.360.14
#028
6' (TALL MASONRY BLOCK WALL FTG
300
LF
22.0938
$6.628.13
#033
24" STORM DRAIN OUTLET
1
EA
915.3366
$915.34
#034
42" STORM DRAIN OUTLET
1
EA
1,669.3896
$1,669.39
#068
F STR CONC. APPR SLAB (TYPE N 30)
206
CY
372.7075
$76,777.75
#071
F BAR REINF STEEL BRIDGE
1,191,536
LB
1.2813
$1,526,757.05
#072
F BAR REINF STEEL RET'G WALL #3 & #4
11,881
LB
1.8010
$21,397.54
#073
CONC BARRIER TYPE 732 SW MOD
968
LF
76.0417
$73,608.33
#107
6' TALL MASONRY BLOCK WALL
60
LF
26.8393
$1,610.36
#117
CONC SLOPE PROTECTION
805
CY
74.4338
$59,919.21
#118
18" STORM DRAIN OUTLET
1
EA
1,338.2040
$1,338.20
#137
F BAR REINF STEEL RET'G WALL #1 & #2
20.001
LB
2.1148
$42,298.90
— -
EXCLUDES ALL OTHER BID ITEMS AND WORK
NOT LISTED
TOTAL
$1 943 250.16
• Prices include applicable State and Local Sales Tax
• Prices above are only guaranteed if notified of award within 72 hours of bid and contract is received within 30
days of bid date. If IRP is not notified of award within 72 hours then material pricing will be subject to market
changes, after which time Integrity Rebar Placers reserves the right to revise this quotation.
• Prices / Bid items quoted are not for separate acceptance without prior approval.
• Integrity Rebar Placers' price is based on detailing, fabricating and placing on a normal five (5) day, forty (40) Hour work week (all
Union contract and nationally recognized holidays are observed). Pricing includes delivery based on an average of 40.000 lbs per
truckload, excessive short load deliveries maybe subject to additional costs. Performance will be based on conventional construction
and adequate written schedules to which Integrity Rebar Placers has agreed. Contractor shall furnish design information, locations of
REV 08/24/2022
pour joints, and construction schedules in sufficient time to allow for preparation and approval of submittals, plus seven (7) working
days for fabrication and delivery. Additional lead-time will be required for special mill rolling, spirals, epoxy coating and/or special
mesh. Contract delays of more than forty-five (45) days may result in additional cost of materials.
Seller reserves the right to renegotiate additional price increases, for any shipments and/or placing after
HOISTING/LOWERING:
Contractor shall furnish, without charge, suitable equipment fully operated with adequate rigging for hoisting/lowering
reinforcing steel, wire mesh, etc, including unloading trucks, staging of reinforcing to points of installation (into foundations
and onto elevated decks, etc... ) setting of columns/cages and /or assemblies, and power placing of individual bars that
Integrity Rebar Placers may require. Contractor to provide 118 hours of hook time. (Hook time is the amount of time that
the hoisting hook is actively supporting any reinforcing steel.) If Integrity Rebar Placers is to perform its own hoisting, add
$ (Hours and/or price provided do not include hoisting/lowering for F.O.B. trucks jobsite material
and/or setting of tied and stockpiled cages or mats).
SPECIAL NOTES:
1. Payment and Performance Bonds may be provided at 0.7% if necessary.
2. Assumed A706 acceptable for all rebar.
3. Exclude all curbs, gutter, catch basins, inlet, outlets, manholes, sidewalks, driveways, and work not included in
items bid.
4. CIDH piles/columns supplied FOB truck jobsite. Includes one splice in CIDH to be spliced on site.
PLANS AND SPECIFICATIONS:
Specifications: SSPWC & CALTRANS 2018
PlanslDrawings: (08/15122) 85 SHTS PER TITLE SHT 1
ADDENDUMS: (09115/22) ADM#1, (09/20/22) ADM#2, (09/21/22) ADM#3
Architect/Engineer: CIVIL: HEPTAGON SEVEN
BRIDGE: BENGAL ENGINEERING
SCOPE OF WORK EXCLUSIONS
1. All tasting including operator qualification and inspection and/or any related costs including shipping to test facility
other than mill test reports. (Rebaf, mechanical couplers and/or welded hoop test bar samples to be provided
F.O.B. trucksjobsite).
2. As -Built Drawings (Shop Drawings).
3 Plain (smooth) round bars, threaded bars, rods, sleeves, anchors, studs, bolts (anchor & misc.), and inserts.
4. All Mesh.
5. Wrapping, coating, painting and/or greasing of reinforcing steel and/or wire mesh.
6. Supplying, installing, and /or maintaining any form of rebar cap or safety device on installed reinforcing steel or
reinforcing steel on the ground/stored. (Per latest OSHA Standards)
7. All permits and licenses, other than city/county business licenses and State Contractor's license, required for the
work.
8. Cutting, burning, cleaning, straightening and/or bending of existing steel and/or improperly placed drill and
grout/bond dowels.
9. Drilling, grouting, and dry packing / placing bars in drilled holes.
10 Payment and/or Performance Bonds and cost of bond.
11. Furnishing and/or welding of dowels/anchors to miscellaneous steel and/or structural steel.
REV 08/24/2022
12. Placing or Shop Drawings prepared, reviewed, sealed or stamped by a licensed engineer.
13. Any additional costs associated to or resulting from Rack Bracing Engineering.
14. All electrical bonding, grounding material (i.e. welding for cathodic protection).
15. All welding.
16. Prestressing and/or prestressing materials. (Including but not limited to any additional reinforcing steel required by
any prestressing/post tensioning system)
17. Masonry Steel, other than deformed rebar.
18. Reinforcing for precast concrete items.
19. The setting of tied and stockpiled F.Q.B. Truck Jobsite cages as well as all spacer material and/or placing
accessories required to position same. Reinforcing steel cages will be unloaded by Contractor and stockpiled at the
jobsite in focations designated by Contractor. Relocation of stockpiled cages shall be Contractor's responsibility.
20. Epoxy Coated / Galvanized deformed and/or plain bars and/or wire mesh.
21. Field bending of rebar other than by additive quote.
22. The cost of reworking, rehabilitating and/or replacing reinforcing steel damaged or lost as a result of flood
conditions. If storm damage should occur, responsibility for steel fully or partially in place, and for steel stored in
locations designated by Contractor, shall be for Contractor's account.
23. Traffic control (Lane closures, barricades, flagmen, signs, lights, etc.).
24 All site work, including but not limited to paving, sidewalks, curb and gutter, storm drain items such as catch basins,
clean -outs, inlets, outlets, manholes, headwalls, collars, etc. unless specifically included in Scope of WorklPrice.
25. Diaphragm dowels or bolts required for precast members.
26 Protection of exposed steel for future construction
27. Loss of rebar due to theft, if ordered and scheduled by contractor.
28. Subcontractor will leave work activity areas free of major debris at the end of every workday. Incidental debris such
as tie wire clippings, paper, bundle wires will not apply. Contractor shall provide dumpster for trash. Contractor
shall give Subcontractor with 24 'hour written notice of areas that requires clean up and allow Subcontractor time to
respond prior to back charging Subcontractor.
29. Special Insurance Provisions such as: Indemnifications for anything not associated directly to our work, Contractors
Pollution Liability or Additional Insureds except the Prime Contractor or the Owner of the project.
30. Any Training that is site specific (i.e. Railroad training, or Airport Badging)
31. Night work except by additive quote see item 14 under General conditions for more specifics.
32. Driving or Placing material directly into soil.
GENERAL_ CONDITIONS
1 Contractor's acceptance of all of the terms and conditions of this Bid/Offer shall be conclusively evidenced by Contractor listing,
permitting/directing performance, or signing and returning this offer.
2. Integrity Rebar Placers may begin performance of the work, pending receipt of an executed final agreement, however, should a
final mutually acceptable agreement not be forthcoming or should the terms and conditions of Integrity rebar Placers offer be
altered or modified, Integrity Rebar Placers reserves the right to immediately stop performance and Contractor agrees to
indemnify Integrity Rebar Placers for all costs and loss of profit.
3
REV 08124/2022
3. The following items, as required, are to be provided by Contractor, fully erected for use at all locations necessary without charge
to Integrity Rebar Placers:
A. Grades and Lines.
B. Templates.
C. Racks, Ramps, Ladders, Cal-Osha approved Heavy Duty scaffolding (per sections 1926 subpart L App. A & E).
D. Full access to all working areas for material, equipment and manpower.
E. Level space for delivery, assembly and storage of steel, accessible to tractor -semi -trailer deliveries and adjacent to
jobsite location where steel is to be used and/or hoisted/lowered.
F. Adequate lighting as required, sanitary facilities, trash bins, etc.
G. As required, adequate electrical power and compressed air (90 PSI Min.).
4. Subcontractor shall be paid monthly progress payments equal to one hundred percent (100%) of monthly billings within ten days
(10) days of Contractor receiving payment from project owner for value of work completed, plus Owner approved amount of
materials on hand and/or equipment (if any) suitably stored on or off site. Contractor shall, at all times, be financially responsible
to Integrity Rebar Placers for labor and material supplied pursuant to this offer. If a dispute arises between Contractor and
Owner that delays receipt of payment by Contractor from Owner, unrelated to the performance of or materials supplied by
Subcontractor, Contractor shall make progress and/or retention payment to Subcontractor within a reasonable time. A
reasonable time for payment from Contractor to Subcontractor shall be defined as being due 45 days from Subcontractor's
progress billing date.
5. Contractor shall not withhold retention greater than that being withheld by the Owner from the Contractor and shall immediately
reduce retention withheld from Subcontractor, by a like percentage, when reduced to Contractor by Owner. In no event shall
retention withheld by Contractor from Integrity Rebar Placers exceed the percentage withheld from Contractor by Owner. Final
retention payment shall be made not later than 35 days from date Integrity Rebar Placers has completed its scope of work.
6. No retention shall be withheld on FOB and/or tied and stockpiled material, if approved by Owner.
7. Integrity Rebar Placers shall not be required to continue performance if, after Contractor has received payment for the properly
performed work of Integrity Rebar Placers, timely payments are not made to Integrity Rebar Placers.
8. All sums not paid when due shall bear an interest rate of 2% per month or the maximum legal rate permitted by law. whichever is
greater, and all costs of collection, including a reasonable attorney's fee, shall be paid by Contractor as prescribed by Section
7108.5 of the California Business and Professions Code.
9. No provision of this Subcontract shall serve to void Integrity Rebar Placers entitlement to payment for properly performed
contracilextra work or suitably stored materials, or to void Subcontractor's right to file a lion, stop notice, and/or claim on its behalf.
10 Neither party will have the right of set-off against the other party for any reason.
11. If Integrity Rebar Placers is required by the Contractor to perform change order/extra work, said extra work must be authorized in
writing by Contractor's Field Management personnel having apparent authority to authorize such extra work or an officer of the
Contractor. Such written/executed directives from the Contractor shall constitute acceptance of financial responsibility by
Contractor and a billable event upon completion of the work.
12 No back charges or claims of the Contractor for services provided shall be valid except by an agreement in writing, agreed to
between the parties prior to services being provided.
13. Re -detailing and or estimating resulting from design changes will be bill at the rate of $85.00 per hour.
14. Field labor called for herein is to be performed during integrity Rebar Placers regular working hours, eight hours per day, five
days a week (all Union Holidays are observed), unless required and agreed to during bid negotiations. All work performed
outside of such hours shall be charged at Integdty Rebar Placers standard rates for overtime, weekend, or holiday work.
Integrity Rebar Placers standard rates are per Caltrans force account rates. (Labor Surcharge % per Concrete Construction -
Bridge) However, should Integrity Rebar Placers be behind the preapproved construction schedule, ali overtimelpremium time
required to regain the construction schedule shall be for subcontractor's account.
15. Contractor shall be responsible for all additional costs associated to schedule as related to the ironworkers labor union contract,
including but not limited to minimum hours works, show -up time, stand-by, shifts etc....
16. Integrity Rebar Placers will indemnify, defend and save harmless Contractor and Contractor's customer from Integrity Rebar
Placers proportionate share of liability for claims attributable to bodily injury (including death) andlor property damage (to other
than the Work itself) to the extent caused by the negligence or intentional misconduct of Integrity Rebar Placers or anyone directly
or indirectly employed by Integrity Rebar Placers. Subcontractor will name Contractor and Contractor's customer as additional
insured on Subcontractor's insurance policies only if required to do so by the Contract Documents and only by means of
Subcontractor's standard additional insured endorsement. Indemnification and insurance provided by Integrity Rebar Placers
shall not extend coverage to Architects, Engineers or other design professionals. Indemnification and insurance coverage shall
be limited to Contractor and Contractor's customer only
4
REV 08/24/2022
1 Integrity Rebar Placers carries the following insurance coverage's.
2. General Liability; Carrier-A.M. Best Rated A X Non -Admitted. Form: CG2001 10101-2001 ISO Occurrence Commercial
General Liability including products. Limits: Each Occurrence $1,000,000. General Aggregate $2,000,000 Products/Comp
Ops Aggregate $2,000,000 Personal Injury & Advertising $1,000,000 Medical Payments -Per Person $5,000 Fire Legal
Damage $50,000.
3, Workers Compensation: Carrier: State Compensation Insurance Fund, Statutory includes Employers Liability.
17, Contractor shall provide Integrity Rebar Placers with copies of all contract documents applicable to Integrity Rebar Placers
performance, duties, or obligations at its Headquarters Office.
18. Subcontractor shall be provided a mutually approved construction schedule providing a reasonable time in which to make delivery
of submittals, materials and/or labor so as to commence and complete the performance of the Subcontract.
19. Subcontractor shall not be responsible for delays, accelerations, or defaults where occasioned by any causes beyond its control,
including but not limited to: delays caused by the Owner, General Contractor, Architect and/or Engineers.
20. Subcontractor shall not be responsible for any delays due to failed testing of specialty items such as couplers or welded hoops.
21, Subcontractor shall be entitled to equitable adjustment in the subcontract amount for additional costs due to unanticipated project
delays or accelerations caused by the Contractor or others under the direct control of Contractor, and whose acts is not
Subcontractor's responsibility.
22. The Contractor shall make no demand for liquidated damages for delays in excess of the amount specified in the Contract
Documents and no liquidated damages may be assessed against Subcontractor for more than its proportionate share of the
amount paid by the Contractor for unexcused delays to the extent actually caused by Subcontractor.
23. Splices in reinforcing bars and/or construction joint dowels for Contractor's convenience shall be for Contractor's account. Also
splices required due to low overhead, power lines and/or deficiencies in hoisting equipment unless specifically shown on contract
drawings at that particular location shall be for Contractor's account.
24 Integrity Rebar Placers shall not be liable for repair of any damage caused by others outside the control of Integrity Rebar
Placers. Approval for pouring or embedment in concrete shall constitute acceptance by Contractor of that portion of work and
shall terminate Integrity Rebar Placers responsibility. Required remedial work, due to damage caused by others shall be for
Contractor's account.
25. Cost of Ironworker show -up and/or stand-by time, scheduled by Contractor, when work is not ready shall be for Contractor's
account.
26. Contractor shall furnish, without charge, templates/starter walls constructed with sufficient accuracy to support vertical reinforcing
steel within placing tolerances specified by Owner. Templates/Starter walls shall not be double formed before reinforcing steel is
installed unless prior approval has been granted.
27 Contractor shall furnish adequate parking for all Integrity Rebar Placers employees at no cost to Integrity Rebar Placers within
three (3) standard blocks of the jobsite. If Contractor does not provide thts parking, Contractor will pay Integrity Rebar Placers for
all parking related costs including cast of vehicle parking, cost of shuttle services and travel lime costs while employees are in
transit unless specifically included in Scope of Work / Price or by additive quote
28, Contractor will provide full access to all areas of the project for at least one (1) Integrity Rebar Placers' Foreman truck to provide
supplies and accessories as needed for the project
29. Contractor shall furnish approved work drawings of the temporary support system for columns, wall cages and/or any assemblies
regardless of height, which the bid documents, may require. Contractor shall furnish and maintain adequate bracing, rigging.
cables and guys, set all deadmen required to guy vertical reinforcing, and comply with the temporary system design (Rigging
includes but is not limited to: chokers, shackles, spreader bars, etc....). Prior to hoisting support being removed. Contractor to
inspect, approve compliance with temporary support system plan, and accept work.
30. Ramps adequate to allow semi tractor -trailer deliveries of reinforcing to point of final placement shall be furnished by Contractor
for all work below grade and shall be maintained in place until all work below grade is complete. If above ramps are not provided,
all cost for equivalent service shall be for Contractors account.
31 Masonry steel to be F.O.B. trucks jobsite, with Contractor agreeing to accept all responsibility for any shortages and/or
replacement costs discovered twenty-four (24) hours subsequent to delivery Unless shown otherwise on plan drawings,
masonry vertical reinforcing is to be fumished in one-piece, full height between stories of structure. if four -foot (4' 0") vertical lifts
are required, Contractor and/or Contractor's subcontractor to assume all casts for additional splices required. All horizontal
reinforcing #5 and smaller will be fumished in stock lengths plus corner bars.
32, Contractor shall furnish, at no cost to Integrity Rebar Placers hoisting/lowering of employees and materials to points of installation,
wherever required.
REV 08/24/2022
33 Contractor shall famish layout of dowels, which extend into masonry.
34 Deliveries include up to 2 hours to offload from time of arrival. Anything in excess of 2 hours will be billed to
contractor account in30 minute intervals.
Accepted this �' day of �" r
Integrity Rebar Plac
1
By:
20 7
Contractor:
by:
Its: A Its: _
Title Title
Il
REV. 08/24/2022
LA STEEL
- S E R V 1 C E S
BID/OFFER
1180 Olympic Dr. Ste. 108, Corona, CA
92881
Phone: 951-393-2016
Fax: 951-370-1390
Contractor's License #998917
EIN # 47-3081534
DIR #1000391496
CONTRACTOR: Bidding Contractors BID DATE: 10-04-22
ATTENTION: Estimating BID TIME: 2:00 PM
PROJECT NAME: Dune Palms Road Bridge Improvements ESTIMATE #: E22-065R1
LOCATION: La Quinta
LA Steel Services, Inc. DBE Certified CUCP No. 42683• SBE Certified Metro File #6818 & MWD Net Connect
#3728M SB Certified DG S #1796624; is pleased to submit the following offer/agreement for the above referenced project,
subject to the terms and conditions specified herein. Performance of this Bid/Offer shall be governed by and in compliance
with the Concrete Reinforcing Steel Institute Manual of Standard Practice. This offer represents the full scope and
intent on the part of LA Steel Services to provide services and materials to Contractor.
This bid is submitted subject to and expressly conditioned upon all of the terms and conditions set forth below.
PLANS AND SPECIFICATIONS:
Specifications:
Plans/Drawings:
52 Reinforcement
85 Pages, Dated 08-15-22
PRICING CONDITIONS:
Addendum: #
Architect/Engineer:
1-4
Heptagon Seven
Prices, as quoted, will remain firm for fourteen (14) calendar days, after which time LA Steel Services reserves the
right to revise this quotation. (LASS will reserve pricing with fabricator if purchaser notifies LASS within (14) days
that they have listed LASS for this project.)
• Prices / Bid items quoted are not for separate acceptance without prior approval,
• Seller reserves the right to renegotiate additional price increases, for any shipments and/or placing after the projected
end of the job per timeline and schedule as outlined in the specifications at time of bid.
• LA Steel Services' price is based on detailing, fabricating, placing, and/or providing reinforcing steel, fob trucks jobsite
for unloading and placing by others, on a normal five (5) day, forty (40) hour wort[ week (all Union contract and nationally
recognized holidays are observed). Performance will be based on conventional construction, timely receipt of two (2)
complete printed sets of plans, specifications (in addition to CADD files) and adequate written schedules to which LA
Steel Services has agreed. Contractor shall furnish design information, locations of pour joints, and construction
schedules in sufficient time to allow for preparation and approval of submittals, plus seven (7) working days for
fabrication and delivery. Additional lead-time will be required for special mill rolling, spirals, epoxy coating, and/or
special mesh. Contract delays may result in additional cost of labor & materials.
SCOPE OF WORK/PRICE
LASS pririnc is fnr the comr.Efir items listed below only! My other work or material requested will beat extra to contract.
BID ITEM
DESCRIPTION
QUANTITY
UNIT PRICE
TOTAL
25
Type 1 A Retaining Wall - Installed
1,829
'SF
S 30.6452
$ 56,050.00
26
Concrete Sloe Protection (D) - Installed
1,195
CY
$ 85.8577
S 102,600.00
28
6' (Tall) Masonry Block Wall (D) - Installed with masonry steel provided FOB
trucks jobsite for unloading and placing by others.
300
LF
$ 36.8333
$ 11,050.00
33
24" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and
placing by others.
42" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and
placing by others.
1
1
EA
EA
$ 500.0000
$ 800.0000
$ 500.00
S 800.00
34
68
Structural Concrete, Approach Slab (Type N 30) - Installed
206
CY
$ 425.7282
$ 87,700.00
71(F)
BarReinforcin Steel (Brid )-Installed
1,191,536
LB
$ 1.4939
$ 1,780,000.00
72(F)
Bar Reinforcing Steel (Ret Wall (D) - Installed
11,881
LB
$ 2.0621
$ 24,500.00
73
Concrete Barrier (Type 732 SW Mod) - Installed
968
LF
S 84.0909
$ 81,400.00
85
Structural Encasement - FOB trucks jobsite for unloading and placing by
others.
6' (Tall) Masonry Block Wall (D) - Installed with masonry steel provided FOB
trucks jobsite for unloading and placing by others.
50
60
LF
iLF
$ 30.0000
$ 45.0000
$ 500•00
$ 2,700.00
107
117
Concrete SlnpE• Protection iDI - Installed
790
'CY
$ 88.8608
$ 70,200.00
118
18" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and
placing by others.
1
EA
$ 500.0000
$ 500•00
137
Bar Reinforcing Steel (Ret Wall) (D)- Installed
20,001
LB
S 2.3499
$ 47,000.00
TOTAL
$ 2,265,500.00
HOISTING/LOWERING:
Contractor shall furnish, without charge, suitable equipment fully operated for hoisting/lowering reinforcing steel, wire mesh,
etc., including unloading trucks, staging of reinforcing to points of installation (into foundations and onto elevated decks,
etc.... ) setting of columns/cages and/or assemblies, and power placing of individual bars that LA Steel Services may require.
Contractor to provide a minimum of 150 hours of actual hook time. (Hook time is the amount of time that the foisting
hook is actively supporting any reinforcing steel.) (Hours and/or price provided do not include hoisting/lowering for F.O.B.
trucks jobsite material and/or setting of tied and stockpiled cages or mats).
LA Steel Services, Inc. to provide basic rigging which includes that which is suitable for general hoisting purposes such as
unloading of deliveries, hoisting bundles to bridge deck, etc. Any and all other rigging beyond this to be provided by
Contractor.
SPECIAL NOTES:
1. Pricing based on our ability to negotiate acceptable contract/payment terms.
2. CIDH piles and columns FOB trucks jobsite for unloading and placing by others, one-piece full length only.
Cages will be tied to industry standards for placement of concrete. Additional tying and rack braces for pile setting
operation are excluded.
3. Payment and Performance Bonds excluded.
4. Night work is excluded except by additive quote.
5. Special order bars will be required, ample lead time for #14 bar will be required, subject to mill rolling dates.
6. Material and labor are quoted to begin per initial agency schedule as outlined in the specs and only through
November 2024. Should the project exceed that timeframe a signed change order for any and all escalations will
be required to move forward with work after that date.
7. Due to current mill shortages in the rebar market, contractor must allow ample time for scheduling of orders.
8. Approach mats to be tied in place or pre -tied by LA Steel Services, Inc. in lane width pieces, in yard provided by
contractor or in place during standard daytime hours. Contractor to be responsible for relocating, placing and
splicing assembled mats. Mat splices (If any) to be provided FOB. No couplers or form savers included.
SCOPE OF WORK EXCLUSIONS
1. All testing and inspection and/or any related costs thereof other than mill test reports. (Rebar, mechanical couplers
and/or welded hoop test bar samples to be provided F.O.B. trucks jobsite).
2. As -Built Drawings (Shop Drawings).
3. Plain (smooth) round bars or dowels, threaded bars, form savers, rods, sleeves, sheathing, anchors, studs, bolts
(anchor & misc.), and inserts.
4. Wrapping, coating, painting and/or greasing of reinforcing steel and/or wire mesh.
5. Supplying, installing, and /or maintaining any form of rebar cap or safety device on installed reinforcing steel or
reinforcing steel on the ground/stored (per latest OSHA Standards).
6. Cost of pour watchman.
7. All permits and licenses, other than citylcounty business licenses and State Contractor's license, required for the work.
8. Cutting, burning, cleaning, straightening and/or bending of existing steel and/or improperly placed drill and grout/bond
dowels.
9. Drilling, grouting, and dry packing/placing bars in drilled holes.
10. Payment and/or Performance Bonds.
11. Furnishing and/or welding of dowels/anchors to miscellaneous steel and/or structural steel.
12. Metal tags (LA Steel Services or fabricators standard tags will be used to identify steel).
13. Any and all reinforcing steel, and/or wire mesh not shown on drawings unless specifically included in Scope of
Work/Price.
14. Placing or Shop Drawings prepared, reviewed, sealed, or stamped by a licensed engineer.
15. Providing and/or laying out holes in structural steel for reinforcing bars to pass.
16. All electrical bonding and/or grounding material (i.e., welding for cathodic protection).
17. All welding.
18. Pre -stressing and/or pre -stressing materials. (Including but not limited to, any additional reinforcing steel required by any
pre-stressing/post tensioning system.)
19. Masonry Steel, other than deformed rebar.
20. Reinforcing for precast concrete items.
21. Reworking of any reinforcing steel and/or post -tensioned cables extending from precast piles.
22. The setting of tied and stockpiled F.O.B. Truck Jobsite cages as well as all spacer material and/or placing accessories
required to position same_ Reinforcing steel cages other than aver -length or jobsite-built cages will be unloaded by
Contractor and stockpiled at the jobsite in locations designated by Contractor. Relocation of stockpiled cages shall be
Contractor's responsibility.
23. Epoxy Coated/Galvanized deformed and/or plain bars and/or wire mesh.
24. Field bending of rebar other than by additive quote.
25. The cost of reworking, rehabilitating and/or replacing reinforcing steel damaged or lost as a result of flood conditions. If
storm damage should occur, responsibility for steel fully or partially in place, and for steel stored in locations designated
by Contractor, shall be for Contractor's account.
26. Traffic control (lane closures, barricades, flagmen, signs, lights, etc.).
27. All site work, including but not limited to paving, sidewalks, curb and gutter, storm drain items such as catch basins,
clean -outs, inlets, outlets, manholes, headwalls, collars, etc. unless specifically included in Scope of WorklPrice.
28. Protection of any exposed steel after placement.
29. Overtime premiums and/or shift work.
30. Reinforcing materials shown on mechanical, electrical, plumbing drawings; trim steel for openings not shown on
structural drawings; trim steel for tieback openings.
31. Removal of spoils from footings and small wire clippings caused by normal reinforcing installation.
32. Removal of incidental wire clippings on any and all elements.
33. All stem -bending at pre-stressed/pre-cast beams.
34. Drilling and grouting of anything.
35. All, project, required safety classes, special compliance training, badging, railroad training, flagging, parking fees, down
time as a result of any of the preceding and all associated costs including hourly labor costs to include 4-hour
minimums.
GENERAL CONDITIONS
1. Contractor's acceptance of all the terms and conditions of this Bid/Offer shall be conclusively evidenced by Contractor listing,
permitting/directing performance, or signing and returning this offer.
2. LA Steel Services may begin performance of the work, pending receipt of an executed final agreement. However, should a final
mutually acceptable agreement not be forthcoming, or should the terms and conditions of LA Steel Services offer be altered or
modified, LA Steel Services reserves the right to immediately stop performance and Contractor agrees to indemnify LA Steel Services
for all costs and loss of profit.
3 The following items, as required, are to be provided by Contractor, fully erected for use at all locations necessary without charge to LA
Steel Services:
A. Lines, grades, supporting templates, layout, racks, ramps, ladders, sanitary facilities, trash bins, adequate lighting, and
Cal -OSHA approved Heavy Duty scaffolding (per sections 1926 subpart L App. A & E), and as required, adequate
electrical power and compressed air (90 PSI Min.).
B. Full access to all working areas for material, equipment, manpower, and level space for delivery, assembly and
storage of steel, accessible to tractor -semi -trailer deliveries and within 25 feet of where materials are to be used or
hoisted.
C. Adequate areas for staging, storage, and pre -assembly of materials.
D. Level site with area for rebar to be safely offloaded from trucks.
E. All guy wires, bracing, rigging, etc. to set rebar, and maintenance of such.
4. Subcontractor shall be paid monthly progress payments equal to one hundred percent (100°/a) of monthly billings within tan days (10)
days of Contractor receiving payment from project owner for value of work completed, plus Owner approved number of materials on
hand and/or equipment (if any) suitably stored on or off site. Contractor shall, at all times, be financially responsible to LA Steel
Services for labor and material supplied pursuant to this offer. If a dispute arises between Contractor and Owner that delays receipt
of payment by Contractor from Owner, unrelated to the performance of or materials supplied by Subcontractor, Contractor shall make
progress and/or retention payment to Subcontractor within a reasonable time. A reasonable time for payment from Contractor to
Subcontractor shall be defined as being due 45 days from Subcontractor's progress billing date.
5. Contractor shalt not withhold retention greater than that being withheld by the Owner from the Contractor and shall immediately reduce
retention withheld from Subcontractor, by a like percentage, when reduced to Contractor by Owner. In no event shall retention
withheld by Contractor from LA Steel Services exceed the percentage withheld from Contractor by Owner. Final retention payment
shall be made not later than 35 days from date LA Steel Services has completed its scope of work.
6. No retention shall be withheld on FOB and/or tied and stockpiled material, if approved by Owner.
7. LA Steel Services shall not be required to continue performance if, after Contractor has received payment for the properly performed
work of LA Steel Services, timely payments are not made to LA Steel Services.
8. All sums not paid when due shall bear an interest rate of 2% per month or the maximum legal rate permitted by law, whichever is
greater; and all costs of collectlon, including a reasonable attorney's fee, shall be paid by Contractor as prescribed by Section 7108.5
of the California Business and Professions Code.
9. No provision of this Subcontract shall serve to void LA Steel Services entitlement to payment for properly performed contract/extra
work or suitably stored materials, or to void Subcontractor's right to file a lien, stop notice, and/or claim on its behalf.
10. Neither party will have the right of set-off against the other party for any reason.
11. If LA Steel Services is required by the Contractor to perform change order/extra work, said extra work must be authorized in writing by
Contractor's Field Management personnel having apparent authority to authorize such extra work or an officer of the Contractor. Such
written/executed directives from the Contractor shall constitute acceptance of financial responsibility by Contractor and a billable event
upon completion of the work. Extra/CCO shall be net 30 days regardless of being paid by owner.
12. No back charges or claims of the Contractor for services provided shall be valid except by an agreement in writing, agreed to between
the parties prior to services being provided.
13. Field labor called for herein is to be performed during LA Steel Services regular working hours, eight hours per day, five days a week
(all Union Holidays are observed), unless required and agreed to during bid negotiations. All worts performed outside of such hours
shall be charged at LA Steel Services standard rates for overtime, weekend, or holiday work. LA Steel Services standard rates are
per Caltrans force account rates. (Labor Surcharge % per Concrete Construction - Bridge) However, should LA Steel Services be
behind the preapproved construction schedule, all overtime/premium time required to regain the construction schedule shall be for
subcontractor's account.
14. LA Steel Services will indemnify, defend and save harmless Contractor and Contractor's customer from LA Steel Services'
proportionate share of liability for claims attributable to bodily injury (including death) and/or properly damage (to other than the Work
itself) to the extent caused by the negligence or intentional misconduct of LA Steel Services or anyone directly or indirectly employed
by LA Steel Services. Subcontractor will name Contractor and Contractor's customer as additional insured on Subcontractor's
insurance policies only if required to do so by the Contract Documents and only by means of Subcontractor's standard additional
insured endorsement. Indemnification and insurance provided by LA Steel Services shall not extend coverage to Architects,
Engineers, or other design professionals. Indemnification and insurance coverage shall be limited to Contractor and Contractor's
customer only.
15. LA Steel Services carries the following insurance coverages.
General Liability: Carrier-A.M. Best Rated A X Non -Admitted. Form: CG2001 10/01-2001 ISO Occurrence Commercial General
Liability including products. Limits. Each Occurrence $1,000,000. General Aggregate $2,000,000 Products/Camp Ops
Aggregate $2,000,000 Personal Injury & Advertising $1,000,000 Medical Payments -Per Person $5,000 Fire Legal Damage
$50,000.
Workers Compensation: Carrier: State Compensation Insurance Fund, Statutory includes Employers Liability.
LS Steel Services does not carry "Cross Liability' or "Severability of Interest"
clauses.
16. Contractor shall provide LA Steel Services with copies of all contract documents applicable to LA Steel Services performance, duties,
or obligations at its Headquarters Office.
17. Subcontractor shall be provided a mutually approved construction schedule providing a reasonable time in which to make delivery of
4
submittals, materials and/or labor to commence and complete the performance of the Subcontract.
18. Subcontractor shall not be responsible for delays, accelerations, or defaults where occasioned by any causes beyond its control,
including but not limited to: delays caused by the Owner, General Contractor, Architect andlor Engineers.
19. Subcontractor shall be entitled to equitable adjustment in the subcontract amount for additional costs due to unanticipated project
delays or accelerations caused by the Contractor or others under the direct control of Contractor, and whose acts is not
Subcontractor's responsibility.
20. The Contractor shall make no demand for liquidated damages for delays in excess of the amount specified in the Contract Documents
and no liquidated damages may be assessed against Subcontractor for more than its proportionate share of the amount paid by the
Contractor for unexcused delays to the extent actually caused by Subcontractor,
21. Splices in reinforcing bars and/or construction joint dowels for Contractor's convenience shall be for Contractors account. Also splices
required due to low overhead, power lines and/or deficiencies in hoisting equipment unless specifically shown on contract drawings at
that particular location shall be for Contractor's account.
22. LA Steel Services shall not be liable for repair of any damage caused by others outside the control of LA Steel Servios. Approval for
pouring or embedment in concrete shall constitute acceptance by Contractor of that portion of work and shall terminate LA Steel
Services responsibility. Required remedial work, due to damage caused by others shall be for Contractors account,
23. Cost of Ironworker show -up and/or stand-by time, scheduled by Contractor, when work is not ready shall be for Contractor's account.
24. Contractor shall furnish, without charge, templates/starter walls constructed with sufficient accuracy to support verticat reinforcing steel
within placing tolerances specified by Owner. Templates/Starter waits shall not be double formed before reinforcing steel is installed
unless prior approval has been granted.
25. Contractor shall furnish adequate parking for all LA Steel Services employees at no cost to LA Steel Services within three (3) standard
blocks of the jobsite, It Contractor does not provide this parking, Contractor will pay LA Steel Services for all parking related costs
including cost of vehicle parking, cost of shuttle services and travel time costs while employees are in transit unless specifically
included in Scope of Work/Price or by additive quote.
26. Contractor will provide full access to all areas of the project for at least one (1) LA Steel Services' Foreman truck to provide supplies
and accessories as needed for the project.
27. Ramps adequate to allow semi tractor -trailer deliveries of reinforcing to point of final placement shall be furnished by Contractor for all
work below grade and shall be maintained in place until all work below grade is complete. If above ramps are not provided, all cost for
equivalent service shall be for Contractor's account.
28. Contractor shall furnish adequate working heavy-duty OSHA scaffolding/platforms and windscreens as required from which welding,
mechanical coupling and placing of reinforcing steel can be safely performed.
29. Contractor shall provide and secure in place all supports in tunnels and shafts, which LA Steel Services may require for supporting
and placing steel.
30. Masonry steel to be F.0.B. trucks jobsite, with Contractor agreeing to accept all responsibility for any shortages andlor replacement
costs discovered twenty-four (24) hours subsequent to delivery. unless shown otherwise on plan drawings, masonry vertical
reinforcing is to be furnished in one-piece, full height between stories of structure. If four -foot (4' 0") vertical tilts are required,
Contractor and/or Contractors subcontractor to assume all costs for additional splices required. All horizontal reinforcing #5 and
smaller will be furnished in stock lengths plus corner bars.
31. Contractor shall furnish layout of dowels, which extend into masonry.
32. The subcontractor shall not be responsible for material replacement cost due to theft and or lost on job, when materials are scheduled
by contractor and not used promptly.
33. Contractor shall furnish approved work drawings of the temporary support system for columns, wall cages andlor any assemblies
regardless of height, which the bid documents, may require. Contractor shall furnish and maintain adequate bracing, rigging, cables
and guys, set all dead men required to guy vertical reinforcing, and comply with the temporary system design (Rigging includes but is
not limited to chokers, shackles, spreader bars, etc....), Prior to hoisting support being removed, Contractor to inspect, approve
compliance with temporary support system plan, and accept work.
Accepted this day of 20
LA Steel Services
Contractor:
By: R"Md by:
Richard Rabay
Its Vice President Its:
Title
Title
NIARVELGA 51-EEL PGACER5
1703 E. 28th Street.* Signal Hill, CA. 90755
Tel: (562) 832-3529
License # 1013530
DI R Number 1000045289
Certified SBE, DBE, LBE, MBE, WBE, CBE & LGBTE
Metro file # 7821 CUCP #43763
Project: City Project No. 2011-05, Federal Project No. BRNBIL(537)
Dune Palms Road Bridge
City of La Quinta
BID DUE DATE:
10/5/2022
DATE:
10/5/2022
ATTN:
Estimating
COMPANY:
MCM Construction Inc
ADDRESS:
6413 32nd Street
North Highlands, CA95660
Marvell& Steel Placers, ergo called subcontractor, propose to do the toflowmg scope of work subject to the terms and conditions to furnish and install concrete reinforcing materlals
in accordance with the CRSI Manual of Standard Practice: septen*dt Z, M22
Addendum I d)eaY
Addendum 2 Prolec[ Specs September 20, 2022
Addendum 3 Prolei Specs September 21, 2022
Addendum 4 Project Specs September 26, 2022
Inclusions:
ITEM #
DESCRIPTION
25
TYPE 1A RETAINING WALL (E.E.=1,829 SF)
26 D
CONCRETE SLOPE PROTECTION (E.E =1,210 CY)
28 D
6' TALL MASONRY BLOCK WALL (E.E =300 LF)
33
24" STORM DRAIN OUTLET W/GRATE (E.E.=1 EA)
34
42" STORM DRAIN OUTLET W/GRATE (E.E.=1 EA)
38
METAL GATE ASSEMBLY (E.E=2 EA.)
68
CONCRETE APPROACH SLAB (TYPE N 30)(E.E=206 CY)
69 F
MINOR CONC. (MEDIAN PAVING)(E.E=116 CY)
71 F
REINFORCING STEEL (BRIDGE)(E.E.=1,191,536 LB)
72 D F
REINFORCING STEEL (RET. WALL)(E.E.=11,881 LB)
73
CONCRETE BARRIER (TYPE 732SW MOD)(E.E=968 LF)
107 D
6' TALL MASONRY BLOCK WALL (E.E.=60 LF)
117 D
CONCRETE SLOPE PROTECTION (E.E.=805 CY)
118
18" STORM DRAIN OUTLET W/GRATE (E.E.=1 EA)
137 D
REINFORCING STEEL (RET. WALL)(E.E.=20,001 LB)
Exclusions:
1. Lines, grades, templetes, elevations, racks, ramps, scaffolds, and field measurements.
2. Exposing, cutting, burning, drilling and epoxying, grouting, dry packing, and cleaning, field bending, and straightening or bending existing steel.
3. Costs of commercial testing, field inspection, crane and street use permits.
4. Bonds, permits, hoisting, parking or shuttling, lane closures, penalties, liquidated damages, or any insurance coverages not included in our current policy.
5. Cost of traffic control.
6. Cost of pour watchmen outside of our regular working hours when crew is not present.
7. Welding of any sort including rebar to rebar, electrical power for work areas, rebar caps & 180 degree safety hooks.
8. Any labor to install any concrete reinforcing elements not noted in the above inclusions.
9. Furnishing and/or tying blocks, dobies, chairs or bolster on caisson, piles and/or light standard cages.
10. Supplying, Installing , and/or Maintaining any form of rebar cap or safety device on installec reinforcing steel, any bars to be "field" bent
and/or any reinforcing steel on the ground/stored, (Per latest OSHA Standards)-
11. Supplying or installing of plain (smooth) round dowel bars, mesh wrapping, coating, sheathing/sleeves, painting and/or greasing of reinforcing steel.
12. Quality control manager, inspector and a quality control plan. (Contractor to provide these services)
13..Breakout dowels, FormSavers, stud rails, shear studs and similar etc, and/or installation of same.
14. The cost of reworking, rehabilitating and/or replacing reinforcing steel damaged or lost as a result of flood conditions. If storm damage should occur, responsibility
for steel fully or partially in place, and for steel stored in locations designated by Contractor, shall be for Contractor's account.
15, Costs for relocation of materials for the convenience of others after materials are unloaded at Contractor designated areas.
16. Bars over 60'-0" in length.
17. As built drawings, record drawings, coordination drawings, mock ups or test panels.
18. Participation in composite clean up crews.
19. Splices in reinforcing bars and/or construction joint dowels for contractors convience shall be for the buyer's account_ Also, splices required due to low overhead
power lines and/or deficiency in hoisting equipment unless specifically shown contract drawings at that particular location shall be for buyer's account.
20. Setting of tied and stock piled FOB trucks jobsite cages as well as all spacer material and/or piacing accessories. (centering devices, doWes, plastic wheels, etc)
required for positioning. Guying and/or bracing of FOB items.
21. Accessories other than standard grey 1", 2" or 3" concrete block are exculeded.
22. Bond is exculded. Marvella bond rate is 2%.
Page 1 of 3
NIARVELI✓A STEEL PLACERS
1703 E. 28th Street.* Signal Hill, CA. 90755
Tel: (562) 832-3529
License it 1013530
DIR Number 1000045289
Certified SBE, DBE, LBE, MBE, WBE, CBE & LGBTE
Metro file # 7821 CUCP #43763
Conditlons:
1. Performance will be based on conventional construction; timely receipt of construction documents and information (location of Us); and a
written schedule, CADD files and based on a normal 8 hour work day 6a to 5p Monday thru Friday 5 day work week.
2. A minimum of fifteen (15) working days notice will be given to commence work
3. Additional lead time will be required for special mill rolling (including but not limited to #14, #18, A706, grade 80 and grade 100 reinforcing steel, spiral, threaded
bars, welded hoops, epoxy coating, galvanizing, special mesh, mechanical connections, t-headed anchors and etc. A letter of intent and/or subcontract
authorizing procurement of these long lead/mill order items must be received in a timely manner. Delays of more than 45 days may result in additional cost of
material.
4. Re -detailing and/or estimating resulting from design changes shall be billed on a time & material basis.
5. We are not required to perform any work outside the stated scope of work.
6. Buyer to provide all exclusions including but not limited to sanitary facilities, free parking within proximity of work area, safe points of work,
verification of field measurements, hoisting, staging & safe weather protected storing of all furnished materials, electronic drawings
adequate lighting, ventalation, electrical power and trash bins.
7. Buyer shall furnish without charge the following items as they are required by seller: Lines, grades, templates, racks, scaffolds, space for delivery and storage
of materials accessible to semi -tractor -trailer deliveries adjacent to place where the materials are to be installed and/or hoisted.
8. Seller will be notified in writing and given the opportunity to take corrective measures prior to the authorization of any action that results
in backcharges for the seller's account. Authorized charges for the seller must be signed by seller's field superintendent or project manager
and submitted within two (2) weeks.
9. Buyer shall furnish adequate protection to insure the safety of those working above exposed vertical reinforcing steel.
10. Correction to work that has been damaged after approved for pouring shall be paid by the buyer.
11. Materials shipped after 10/1/2024 will be subject to an escalation charge.
12. If changes are made to seller's detail drawings during the submittal process which involve revised costs, the buyer will process a
change request to the owner prior to fabrication.
13. C.I.D.H, drill and epoxy bars and Masonry are FOB and to be installed by others.
14. Sufficient staging area for storage of prefabricated C.I.D.H piles at the jobsite.
15. Full access to all areas of the project for at least one (1) Foreman truck to provide supplies and accessories as needed for the project and parking for employees.
16. Any special loading sequencing shall be submitted with buyer's order form prior to fabrication.
17. To reschedule any delivery, seller requires at least three (3) working days notice prior to the original delivery date, otherwise the delivery must be taken
as scheduled to avoid added freight cost.
18. Material to be used Is ASTM A706 Grade 60 Black rebar, (934 LB) Galvanizing Coating, (400 city) #14 HRC 500/510, (532 city) #8 HRC 500/510,
(44 qty) #10 HRC 110 T-Heads, and (4,076 CITY) #7 Welded Hoops 4'-2" Dia.
19. Buyer to provide all hoisting for the duration of scope of work at no cost to seller.
20. No retention to be withheld.
21. Mobilization in the amount of ($400,000) to be paid within 7 days of start of project.
Page 2 of 3
InRRVELLA STEEL N ACER5
1703 E. 28th Street.* Signal Hill, CA. 90755
Tel: (562) 832-3529
License # 1013530
DIR Number 1000045289
Certified SBE, DBE, LBE, MBE, WBE, CBE & LGBTE
Metro file # 7821 CUCP #43763
Project: City Project No. 2011-05, Federal Project No. BRNBIL (537)
ut 'SCOPC Of WON(* for Rektr is besad upon thegPodflE c2aabing dv4cfiby hemin which wilt fAV 0-1111101na sco c n 1 d a ho documon
Terms: Net cash within (30) days from date of invoice. If any billing is not paid when due, Marvella Steel Placers has the right to stop
work. If terms of payment are not met, our rights under Mechanics Lien Law will be pursued, including all legal & attorneys fees.
For and on Behalf of
Marvella S eel Placers,
R certi SBE. DBE. LBE, MBE, WEE, LBE & LGBTE rebar installation company signatory to Ironworkers Local W6
Mithasi Oalvan / Operations Manager
I Me accept the above proposal You are authorized to perform the work as specified above, and I l we agree to pay the
said amount in accordance with the terms set forth.
Company:
Signed by:
Print name
Date:
Page 3 of 3
REBAR INC.
Bid Proposal Form
License #981885
DBE SBE MBE Certified CUCP#43947
DIR Registration #1000048191
Bid Date: 10/05/2022
Project Name: DUNE PALMS ROAD BRIDGE IMPROVEMENTS PROJECT
ITEM
DESCRIPTION
CITY.
UNIT
UNIT PRICE
APPROX. TOTA
25
Type 1A Retaining Wall
27,000
LB
$1.3824
$37,323.77
26
Concrete Slope Protection (D)
6' (Tall) Masonry Block Wall (D)
72,000
LB
$1.6301
$117,364.06
28
300
LF
$29.6367
$8,891.02
38
Metal Gate Assembly (CIDH Foundations)
2
EA
$189.0591
$378.12
68
Structural Concrete, Approach Slab (Type N 30)
79,000
LB
$1.1429
$90,286.43
71
Bar Reinforcing Steel (Bridge) Reinforcing Steel (Bridge) (F)
1,191,536
LB
$1.5479
$1,844,357.89
72
Bar Reinforcing Steel (Ret Wall #3 & 4) (D) (F)
11,881
LB
$1.9914
$23,660.18
73
Concrete Barrier (Type 732 SW
968
LF
$53.2646
$51,560.12
107
6' (Tall) Masonry Block Wall (D)
60
LF
$33.4014
$2,004.08
117
Concrete Slope Protection (D)
45,000
LB
$1.6180
$72,807.84
1371
Bar Reinforcing Steel (Ret Wall #1 & 2) (D)
20001
LB
$2.6094
$52,189.78
SPECIAL NOTES:
APPROXIMATE TOTAL: $2,3001823.29
Price quoted shall remain firm for (60) days from date above, after which DRS
Rebar Inc reserves the right to revise this quote.
- Materials shipped and/or installed after 04/30/2025 will be subject to an
escalation charge.
Quote includes 41 deliveries. Additional deliveries shall be subject to charges.
Scope of Work Exclusions
1. All testing and inspection and/or any related costs thereof other than mill test reports. (Rebar,
mechanical coupler, and/or welded hoop test bar samples to be provided F.O.B. trucks jobsite).
2. Supplying, installing, and/or maintaining any form of rebar cap or safety device on installed
reinforcing steel or stored reinforcing steel. (Per OSHA Standards).
3. Cost of pour watchman.
4. Smooth Bar and bars with Threads.
5. All permits (except hauling) and licenses, other than city/county business licenses and State
Contractor's License, required for the work.
6. Cutting, burning, cleaning, straightening and/or bending of existing steel, bars protruding from
precast structures, and/or improperly placed drill and grout/bond dowels.
7. Drilling, coring, grouting, dry packing and the placing of bars into and/or through drilled holes.
8. Cost of Bonds.
9. Metal tags and/or original mill tags.
10. Any or all reinforcing steel, and/or wire mesh not shown on drawings unless specifically included
in Scope of Work.
11. Rebar placing drawings prepared, reviewed, signed, sealed or stamped by a licensed engineer.
12. All welding.
13. Breakout dowels, formsavers, couplers, etc. and/or installation of the same.
14. Prestressing and/or prestressing material. (including but not limited to any additional reinforcing
steel required by any prestressing/post tensioning system.
15. Masonry steel, other than deformed rebar.
16. Added reinforcing in precast work for lifting stresses or pick-up devices.
17. Reworking of any reinforcing steel and/or cables extending from precast piles.
18. Protection of exposed steel for future construction.
19. Installation of steel pile anchor dowels.
20. Rigging and/or setting of prefabricated approach slab mats.
21. Field bending of rebar for contractor's convenience other than by additive quote.
22. The cost of reworking, rehabilitating and/or replacing reinforcing steel damaged or lost as a result
of flood conditions. If storm damage should occur, responsibility for steel stored in locations
designated by Contractor, shall be for Contractor's account.
23. Traffic control (lane closures, barricades, flagmen, signs, lights, etc.).
24. Any reinforcing referred to as "Spec. Steel", "Allowance", and/or "As directed by Engineer" other
than by additive quote. Accessories, wire mesh and/or mechanical couplers will not be included in
this type of additive quote.
25. Drilling, coring, and or any excavation involved in the permanent and or temporary placement of
Cast -In -Drilled -Hole Rebar cages.
26. The rigging, "setting", splicing, supporting, and or bracing of Cast -In -Drilled -Hole Rebar cages.
(Cages to be tied and stock -piled)
27. Coating of exposed existing rebar with Epoxy Coating.
28. Additional Insurance Requirements in excess of what is required by Owner of Project for
Subcontractors.
29. Furnishing Reinforcing Steel or Welded Wire Mesh for Contractor or others except for Bid Items
listed as "FOB".
30. Any training, orientation, meetings, or any other nonproductive function which DRS Rebar
employees are entitled to monetary compensation.
Genera[ Conditions
1. The Contractor shall furnish design information and construction schedules in sufficient time to
allow for preparation and approval of submittals (if required).
2. Contractor's acceptance of all the terms and conditions of this Bid/Offer shall be conclusively
evidenced by Contractor listing, permitting/directing performance, or signing and returning this
offer.
3. The Contractor shall furnish, without charge, suitable equipment fully operated for
hoisting/lowering rebar and accessories, including unloading trucks, staging of rebar and
accessories to points of installation, setting of columns, wall cages and/or any other pre -tied
assemblies and including any power placing of individual bars that Subcontractor may require.
4. All layout lines, grades, and templates, racks and or/bracing shall be provided by Contractor
without charge.
5. Full access to all working areas for material, equipment, and manpower.
6. Adequate lighting and ventilation as required. Ventilation shall be defined as air that is
breathable and free of contaminates produced by contractor and/or other trades. (Le.
sandblasting in close proximity to Subcontractor's "working area", dust being produced by
heavy machinery, etc.)
7. The contractor shall provide level space for delivery, assembly and storage of steel, accessible to
tractor -semi -trailer deliveries adjacent to jobsite location where steel is to be used and/or
hoisted/lowered.
8. Retention shall be paid in full within 30 days of Final Progress Payment and completion of work
Subcontractor was contracted to perform. No retention shall be withheld on F.O.B. if approved
by owner.
9. No back charges or claims of the Contractor for services provided shall be valid except by an
agreement in writing.
10. Field labor is to be performed during Subcontractor's regular working hours, eight hours per
day, Monday — Friday with the exclusion of Union Holidays (Holidays observed by the
Ironworkers' Union). All other labor shall be charged accordingly. (Overtime, weekend, or
Holiday rates). Night work is excluded except by additive quote.
11. Subcontractor shall not be required to continue performance if, after Contractor has received
payment for the properly performed work of Subcontractor, timely payments are not made to
Subcontractor.
12. Cost of Subcontractor show -up and/or stand-by time, scheduled by the Contractor, when work
is not ready shall be for Contractor's account. A sufficient amount of work area must be ready
and available for at least eight (8) hours of work per man scheduled that day.
13. All sums not paid when due shall bear an interest rate of 2% per month or the maximum legal
rate permitted by law, whichever is greater, and all costs of collection, including attorney fees,
shall be paid by Contractor as prescribed by Section 7108.5 of the California Business and
Professions Code.
14. No provision of this Subcontract shall serve to void Subcontractor's entitlement to payment for
properly performed contract/extra work or suitably stored materials, or to void Subcontractor's
right to file a lien, stop notice, and/or claim on its behalf.
15. If Subcontractor is required by the Contractor to perform change order/extra work, said extra
work must be authorized in writing by Contractor's Field Management personnel having
apparent authority to authorize such extra work or an officer of the Contractor. Such
written/executed directives from the Contractor shall constitute acceptance of financial
responsibility by Contractor and a billable event upon completion of the work.
16. Subcontractor warrants the merchantability of its work for a period of one (1) year from
substantial completion of such work, and excludes any other warranties, express or implied,
including any warranties of fitness for a particular purpose. Subcontractor's warranty does not
extend to any work that has been misused, abused, modified, improperly or insufficiently
maintained; to defects caused by normal wear under normal usage; or to any materials supplied
but not manufactured by Subcontractor. Contractor's sole and exclusive remedy in case of
nonconforming work is replacement or repair of such work.
17. Contractor shall provide Subcontractor with copies of all contract documents applicable to
Subcontractor's performance, duties, or obligations at its Headquarters Office.
18. Subcontractor shall be provided a mutually approved construction schedule providing a
reasonable time in which to make delivery of submittals, materials and/or labor so as to
commence and complete the performance of the Subcontract.
19. Subcontractor shall not be responsible for delays, accelerations, or defaults where occasioned
by any cause beyond its control: delays caused by Owner, General Contractor, Architect and/or
Engineers.
20. Subcontractor shall be entitled to equitable adjustment in the Subcontract amount for
additional costs due to unanticipated project delays or accelerations caused by the Contractor
or others under the direct control of Contractor, and whose acts is not Subcontractor's
responsibility.
21. The Contractor shall make no demand for liquidated damages for delays in excess of the
amount specified in the Contract Documents and no liquidated damages may be assessed
against Subcontractor for more than the amount paid by the Contractor for unexcused delays to
the extent actually caused by the Subcontractor.
22. In the event of any offer under a cost reduction incentive provision of the General Contract
and/or change order negotiations, Contractor shall protect Subcontractor's interest and shall
keep Subcontractor fully apprised of all other offers, which may affect Subcontractor's job in
progress. Contractor shall offer the Subcontractor the right to participate fully in all negotiations
relevant to Subcontractor's work.
23. Splices in reinforcing bars and/or construction joint dowels for Contractor's convenience shall
be for Contractor's account. Bar splices required due to low overhead, power lines and/or
deficiencies in hoisting equipment unless specifically shown on contract drawings at that
particular location shall also be for Contractor's account.
24. Subcontractor shall not be liable for repair of any damage caused by others outside the control
of subcontractor. Approval for pouring or embedment in concrete shall terminate
Subcontractor's responsibility for that portion of the work.
25. Subcontractor shall not be responsible for any information furnished by others, including but
not limited to structural design or details, placing plans, bar lists, or bending details.
26. Contractor shall furnish, without charge, templates/starter walls constructed with sufficient
accuracy to support vertical reinforcing steel within placing tolerances specified by owner.
Templates/Starter walls shall not be double formed before reinforcing steel is installed unless
prior approval has been granted by Subcontractor.
27. Contractor shall furnish adequate parking for all Subcontractor employees at no cost to
Subcontractor within three (3) standard blocks of the jobsite. If Contractor does not provide this
parking, Contractor will pay extra to Subcontractor for all parking related costs, including cost of
vehicle parking, cost of shuttle service, and travel time costs while Subcontractor employees are
in transit unless specifically included in the Scope of Work/Price or by additive quote.
28. Contractor will provide at all times ongoing full access to all areas of the project for at least one
Subcontractor Foreman's truck to provide supplies and accessories as needed for the project.
29. Contractor shall furnish approved work drawings of the temporary support system for columns,
wall cages, and/or any assemblies regardless of height, which the bid documents, may require.
Contractor shall furnish and maintain adequate bracing, rigging, cables and guys, set all
"deadmen" required to guy vertical reinforcing, and comply with the temporary system design.
(Rigging includes but is not limited to: chokers, shackles, spreader bars, etc.)
30. Contractor shall furnish proper layout lines for all concrete elements such as footings, slabs,
walls, columns, openings, depressions, etc. Subcontractor will layout its own reinforcing steel
from the contractor provided lines.
31. Ramps adequate to allow semi -tractor -trailer deliveries of reinforcing steel to point of final
placement shall be furnished by Contractor for all work below grade and shall be maintained in
place until all work below grade is complete. If above ramps are not provided, all cost for
equivalent service shall be for Contractors account.
32. Contractor shall furnish, at no cost to Subcontractor, hoisting/lowering of employees and
materials to points of installation, whenever required.
33. Contractor shall furnish adequate working heavy duty CAL/OSHA scaffolding/platforms as
required from which placing of reinforcing steel can be safely performed.
34. Reinforcing steel installation and furnishing are for Cast -In -Place -Concrete structures.
Reinforcing Steel services for Precast Concrete structures are not included in this Bid Proposal.
35. Structure Approach Slab Replacement Rebar cages will be pre -fabricated in Contractor
designated area during normal working hours. Designated area shall comply with Cal Osha
standards in which a safe working environment is to be maintained for Subcontractor
employees. Contractor shall provide necessary amount of dunnage for fabrication of rebar mats.
It shall be Contractor's responsibility to transport cages and set in hole after existing concrete is
removed, in a manner which the mats are not altered or damaged.
36. Bid Items which are paid in "CY" shall be converted to pounds. Unit price will be in LBS and
Subcontractor shall be paid in paid in LBS.
37. CIDH Pile quote is taken off Engineers' Estimate. Any additional length to Engineer's Estimate
shall be done by Additive Quote.
38. DRS Rebar Inc is a Rebar Subcontractor and above quote for this Proposal shall include
Placement and furnishing of Reinforcing Steel only for the bid items listed. Certain exclusions
may exist as stated in "Scope of Work Exclusions", "General Conditions", or by "Special notes"
sections of this Proposal.
HOISTING / LOWERING:
The Contractor is to furnish, without charge, suitable equipment (cranes and/or forklifts) fully
operated for hoisting/lowering reinforcing steel, couplers, including unloading trucks, staging of
reinforcing to points of installation or to staging areas, and power placing of individual bars that
DRS may require.
By: Ruben Sandoval
DRS RBBA R INC
1255 Kelley Ave
Corona, CA 92882
Ruben Sandoval: Owner/President
Phone: 951-415-2458
Entail: rsandova12740 ahoo.com
ON%,"
Tr"41N17V
FENCE CO.
TRINITY FENCE CO.
6510 Box Springs Blvd. Ste H
Riverside, CA 92507
Tel. No. 951-653-6987
Fax No. 951-639-3788
Email: estimating@trinityfenceco.com
PROJECT: Dune Palms Bridge Improvements #2011-05
CONTRACTOR: Prime Bidder
PROPOSAL
DATE:
Oct. 5, 2022
ADDENDUMS
1-4
CONTACT: Estimating
FAX NO. Email Attatchment
TEM
DESCRIPTION
UNIT UNIT PRH;t
AmuuM
37.
Metal Fencing (Retaining Wall)
438 LF $159.00
69,642.00
38.
Metal Gate Assembly
2 EA $10,916.00
21,832.00
39.
Chain Link Fence H=6' wl Fabric
1,085 LF $18.00
19,530.00
40.
24' Wide Vehicle Gate wl Lock
1 EA $2,699.00
2,699.00
43.
Pipe Gate
26 LF $533.00
13,858.00
74.
Metal Railing (Bridge)
968 LF $413.00
399,784.00
123.
Metal Railing (Trail Retaining Walls)
274 LF $427.00
116,998.00
124.
Metal Railing (Trail Undercrossing)
730 LF $469.00
342,370.00
* Items 37 & 74 - Trinity Fence will provide for Embeds
where required; Installed correctly & cleaned by others.
* Items 39 & 40 - Price reflect Temp. Fence with Posts
driven into ground with 88% Privacy Temp, Fence windscreen
Maintenance if required is Excluded from this bid.
* Item 123 - Basis of price per Details on Sheet 16, No
Rub Rail for this item.
* Item 124 - Basis of price per Details on Sheets 29 & 30
painted posts and Rub Rail is Included.
* Items 123 & 124 - X-Ray of rebar if required is Excluded
from this bid. Trinity Fence will exert care when drilling
for anchor bolts however does not guarantee that concrete
slab will not chip off; repair of chipped off concrete if
required is Excluded from this bid.
* Trinity Fence carries 1 M each occurrence 2M aggregate
GL & 1 M WC.& 1 M Auto; Additive Cost to comply with the
owner's Liability insurance requirement. ADD 3 9.700.00
Professional Liability Insurance is Excluded from this bid.
Trinity Fence Co. is Not a Design -Build subcontractor hence
no Professional Liability Insurance will be provided.
TOTAL
$
986,713.00
> Excludes Shop Inspection, Shop Inspection Fees and Testings and Deputy Inspection & Fees.
> Bid is contingent on approval by surety if bond is required. Price good for Thirty (30) Days.
> Price reflect Standard Time Only - Over Time or Accelerated Time if needed will be Extra.
> Lead Time for Shop Drawings 4-6 Weeks from receipt of PO or Subcontract contingent on Item of Work.
> Lead Time for Materials procurement & fabrication 16-18 weeks from receipt of approved drawings.
> Contractor to provide Equipment and Vehicle access to work area. Double Handling if required will be Extra.
> Wet Seal of a Civil Engineer if required is Excluded from this proposal.
> Excludes Engineering Calculations, Bond Premium, Layout, Survey, Concrete or AC Coring & Sawcutting, Patching of Concrete
or AC and Mow Curb.
> Dust control, erosion control & pollution control by others. If Trinity Fence Co. is required to participate; Extra Cost will apply.
> All Fence and Gate Signage are Excluded from this bid.
> Trinity Fence will provide for Sleeve, Post pockets or Embeds where required; Installed correctly and cleaned by others.
> Traffic Control and/or Flagging by others.
> Spoils will be stockpiled at site by fence line; Removal & Disposal by others.
> Trinity Fence Company License No. 1062599
> DIR No. 1000556994
> Trinity Fence Co. is Signatory to the Laborers Union.
&Z6( ALCORN FENCE COMPANY
6445 PEDLEY ROAD, RIVERSIDE, CA 92509
a T: (951) 685-5871 1 (800) 824-6502F: (951) 685-1641
PROJECT: Dune Plam Rd. Bridge Improvement
CONTACT: Jesse Madrigal CONTRACTOR: TBD
E-MAIL imaddnal&alpprnfeno_cam ATTENTION: Estimating
DATE: 10.5.22 FAX:
CSLB No. 122954 EXPIRES: 2/29/24 DBE/SBE No.50904
DIR No. 1000001986 EXPIRES: 6/30/26
Plans & Specs: Yes X! No Bondable: Yes; X'G No
Installed: Yes X1 No
Tax Included: Yes X No
Rate: 0 74% (N.T.E. 24 Months)
DBE/SBE: Yes X No
Union: Yes X No Addendum 1,2,3,4 _
Alcorn Fence Company is signatory to Laborers and Operating Engineers unions.
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE AMOUNT
Base Bid # 1
37
Metal Fencing (Retaining Wall)
43800
LF
207.67
90,959.46
38
Metal Gate Assembly
2.00
EA
21,810.00
43,620.00
39
6' Chain -Link Fence w/ Wind Screen
1,08500
LF
47.62
51,667.70
40
24' W x V H Chain -Link Vehicle Gate
1.00
EA
6,500.00
6,500.00
43
Pipe Gate
26.00
LF
497.69
12,939.94
74
Metal Railing (Bridge)
968.00
LF
34293
331,956.24
Base Bid # 2
" No Scope'
Base Bid # 3
123
Metal Railing (Trail Retaining Wall)
27400
LF
638.61
174,979.14
124
Metal Railing (Trail Undercrossing)
730.00
LF
733.77
535,652.10
Base Bid #4
" No Scope "
TOTAL
51,248,274.58
CLARIFICATIONS: Bid contingent upon approval of surety on Bonded Projects and Alcorn Fence Co. Credit Dept. All
costs incurred by Alcorn Fence prior to cancellation of Executed Contract or Subcontract will be billed to client for
reimbursement.
Clarifications, Exclusions and/or conditions of this submission to be integrated into all subcontract agreements. Bond
rate is subject to additional monthly charges after Twenty -Four (24) Months
DBE/SBE Participation applies only to scopes of work under NAISC Code 332323,
ITEMS 37, 38, 43, 74, 123,124 Apply to this projects DBE goal.
PRICE IS GOOD FOR SIXTY (60) DAYS
Tin sleeve for ITEMS 37,38, & 74 provided by Alcorn Fence, set true and clean out by others.
ITEM 37, 38 & 74 - Price for railing reflects hot dip galvanized steel with powder coat finish. Color chips to match
BEHR "Iced Tea" for city review & approval.
Exclusions: Design Services- Engineering Calculations
Engineering, Surveying, Staking, and Layout Bond Premium (0 74%) & Bond Overruns
Clearing and Grading Location of Private Underground Utilities not Indicated in
Patching and Restoration or on Project Plans
Traffic Control Damage to Underground Utilities not properly located by
Structural Calculations & Engineering Other Forces
Welding QC Manager and/or Plan Maintenance of Installed Items and/or Removal of Installed €[ern
Concrete and/or Asphalt coring or saw cutting Permits. Liquid Painting and/or High Performance Finishes
Job Specific Training and/or Badging Removal of Dirt or Dirt Spolls from Job Site _
Alcorn shall notify Underground Service Alert forty-eight (48) business hours prior to any excavation. However, Alcorn shall not
be responsible for damage to underground facilities not properly and accurately shown on contract plans, as-builts, and/or
identified by forces other than Alcorn's
REV. 05/27/2022 JL
rl[19A+nMC ' 10/5/2022 12:36 PM
0 � � � 0 - PROPOSAL
CON.�'Pi�UGT10Nj IH�:. k
**REMEMBER, WE HAVE A FULL STEEL FABRICATION SHOP"
SLBE #101N0031 / DBE #14089 / SBE #313379 To: ESTIMATING
SB #1364100 / HUBZone #59995
Co:
SDG&E #ISN-400-580281 Add Noted.,
UNION AFFILIATED - LOCAL 89
DIR #1000002605
www.inlineraii.com
1307 Walnut St, Ramona, CA. 92065
(760) 789-0282 / FAX 789-1915 / CSLB #769516 / C-13,C51,C-32
We now have MQ&
Local Hydro Vacumm, Hole _
1.
Excavating
Services
DUNE PALMS ROAD BRIDGE IMPROVEMENT
PROJECT: CITY OF LA QUINTA BID DATE: 10/5/2022
UNIT
ITEM # DESCRIPTION QTY UNIT PRICE TOTAL DETAIL SHEET #
FABRICATE GALVANIZE PANT POINDERCOAT
-
SUPPLY. INSTALL:
37
METAL FENCING (RETAINING WALL)
438
LF
912.18
399,534.84
38
METAL GATE ASSEMBLY
2
EA
31270.00
62,540.00
39
CHAIN LINK FENCE H=6'
1085
LF
136.02
147,581.70
40
24' WIDE VEHICLE GATE
1
EA
9727.00
9,727.00
43
PIPE GATE
26
LF
836.26
21,742.76
74
METAL RAILING (BRIDGE)
968
LF
984.09
952,599.12
123
METAL RAILING (TRAIL RETAINING WALLS)
274
LF
207341
568,114.34
124
METAL RAILING (TRAIL UNDERCROSSING)
730
LF
2582.86
1,885,487.80
NOTE: This Proposal Must Be Included In OUR Contract! Total: $ 4,047,327.56
"BY USING OUR NUMBERS YOU HAVE AGREED TO ALL OUR TERMS" ***( "READ Tf'L EXCLUSIONS"J "**
'Includes. Field measuring, fabrication, installation, In -Line's Time, Material & Equipment work sheet.
. Traffic Control, Rail Rd Flagging, Bonding, Permits, Survey, Blocking, Backing, Panic hardware, Hardware boxes, Signage, Personal Guarantee, Elevations,
Engineering, Painting, Special inspections, Demo, Clear & Grub, Wall surfacing, Fire watch, Patching, Dry Pack, Underground location, Spoils stock piling & removal,
Sleove placement, Rock digging. Grounding. Detailing, Scaffolding, Waterproofing, Misc Metals, Pot Holing. Concrete Thicken Edge, Mow curbs, Electrical, Gate Closures,
Gates Locking Devices, Key Cylinders, Weep hole filling. Samples, Mock-ups, Chains, Pad Locks, Imbed Placement, Post Pockets, Material Reinstallation, Hand Digging,
Vacurne Digging, Private Underground Locating, All Flagging, Temp Railing, Temp Fence, Tire Mark removal. Knox Box, Dry Pack Grouting, X-Raying,
Proposal price good for 30 days after bid & must be an attachment to contract
Acceptance: The above specifications and conditions stated are satisfactory and are hereby accepted Furthermore I understand tnat tnis agreement 15 5uu/eUL Lv UIC Y-1
law California code of civil procedure section 3097, 3098, 3111 and I/signer personally guarantees and promise to pay to In -Line the total sum amount above
Date of Signature: Buyer Signature:
Print Name:
Bond Rate: $100k - $399k = 1.5 % / $400k - $1.99M = 1 % / $2M - $7M = 0 070 % / Over $7M = 0.050
Prepared by In -Line Construction /Dune Palms Road Bridge Improvements Proposal
-fth� ACE FENCE COMPANY
�M 727 GLENDORA AVENUE, LA PUENTE, CA 91744
PHONE (626) 333-0727 " FAX (626) 333-7843
"WAONUI., CERTIFIED AS DBE/SBE/MBE/WBE FIRM, UNION COMPANY, LACMTA Pre -Qualified to Bid
'4W,djV "Awarded Minority Contractor of the Year by the City of Los Angeles for Excellence in Quality and Services"
"We Are An Equal Opportunity Employer"
REVISED FAX QUOTE
TO General Contractors ATTN Estimator
FAX # DATE 10/5/2022
FROM : Ben La os PAGES 1
PROJECT Dune Palms Road Bride Improvements
City of La Quinta
BID DATE 10/5/2022 10:00 A.M.
SPECS per Plans & Specs ADDENDUM: 1, 2, 3 & 4
ITEM DESCRIPTION Unit Oty Unit Price Amount
PROPOSAL AS FOLLOWS
37 Metal Fencing (Retaining Wall) Per plan Detail 47/sht.16 LF 438 $ 550.00 $ 240,900.00
38 Metal Gate assembly per plan Detail 46/sht.16 EA 2 $ 42,595.00 $ 85,190.00
39 Chain Link Fence H+6', w/ wind screen per Sht 10. LF 1,085 $ 51.00 $ 55,335.00
40 24'W CHAIN LINK GATE w/Lock per plan Sht 10 EA 1 $ 7,750.00 $ 7,750.00
43 Pipe Gate per plan Detail 92/Sht 10 LF 26 $ 550.00 $ 14,300.00
74 Metal Railing (Bridge) Per plan LF 968 $ 538.00 $ 520,784.00
123 Metal Railing (Trail Retaining Walls)per plan detail 56/Sht 16. LF 274 $ 920.00 $ 252,080.00
124 Metal Railing (Trail UnderCrossing) per plan detail 82/Sht 29 LF 730 $ 1,097.00 $ 800,810.00
TOTAL BID AMOUNT: $ 1,977,149.00
NOTES
• ITEM #37 & 74 WE PROVIDE SLEEVE BUT LAYOUT, INSTALL & CLEAN BY OTHERS.
• ITEM #74 CONCRETE BRIDGE PILASTED BY OTHERS.
• ANY MATERIALS INSPECTION & TESTING COST NOT INCLUDED.
• ENGINEERING OR STRUCTURAL CALCULATION, SINGED & SEAL NOT INCLUDED NEED CHANGE ORDER.
k FALL PROTECTION IS INCLUDED BUT TIE OFF POINTS TO BE PROVIDED BY OTHERS.
• IF MOCK UP REQUIRED NEED CHANGE ORDER.
• THIS PROPOSAL IS BASED ON PAID PREVAILING WAGES AND CERTIFIED PAYROLL.
" PLEASE REFER TO NOTES & EXCLUSIONS BELOW. IF YOU HAVE QUESTIONS PLEASE CALL.
NOTE: PROPOSAL IS AS A PACKAGE UNLESS DISCUSSED PRIOR TO BID OUR PROPOSAL IS PER LINE ITEM & NOT LUMPSUM UNLESS IT STATES
OTHERWISE. AWARD MUST HAPPEN WITHIN 30 DAYS. COPY OF ACE FENCE COMPANY's BID TO BE PART OF THE FINAL CONTRACT AGREEMENT
COPY OF GENERAL's PAYMENT & PERFORMANCE BONDS TO BE ATTACHED TO THE CONTRACT AGREEMENT.
EXCLUDE: GATE LOCK; PILASTER, MOWCURB, MINOR CONCRETE OR ANY CONCRETE WORKS; BLOCK -OUT MATERIALS I VEGETATION CONTROL;
DEMOLITION; CLEARING & GRUBBING; REMOVAL OF FENCE, VEGETATION OR ANY OBSTRUCTIONS; IMPORT BORROW 1 EXTRA DIRT FOR BACKFILL;
GRADING; STAKING & LAY -OUT; ROCK DRILLING, CONCRETE CUTTING, BREAKING & CORE DRILLING; PAVEMENT REPAIR OR ASPHALT PATCHING;
POTHOLING OR LOCATING UTILITIES; MAINTENANCE OR REPAIR TO DAMAGES CAUSED BY OTHERS & TO UNMARKED UTILITY LINES; GROUNDING
& ELECTRICAL WORKS; ENGINEERING OR STRUCTURAL CALCULATIONS; SURVEYS FOR ALIGNMENT & ELEVATIONS; COSTS FOR INSPECTIONS &
TESTING; BOND COST; SWPPP; BEST MANAGEMENT PRACTICES; ASBESTOS & LEAD COMPLIANCE PLAN OR ANY RELATED WORKS; PERMITS/FEES;
DUST CONTROL; K-RAIL; TEMP FENCES, SAFETY RAILING & FALL PROTECTION. TRAFFIC CONTROL, LIGHTING & SIGNS; FLAGMEN; LANE CLOSURE;
HAULING OF SPOILS (spoils from our excavation are to be scattered in the immediate vicinity of our work, relocation of spoils will be considered a change order)
INSURANCE: GENERAL LIABILITY- $ 1,000,000 - $ 2,000,000AGGREGATE; AUTOMOBILE - $ 1,000,000; WORKMAN COMPENSATION - $ 1,000,000.
OCIP 1 CCIP PROJECTS - WC's PREMIUMS ALREADY DEDUCTED. ADDITIONAL INSURANCE REQUIREMENTS ARE SUBJECT TO EXTRA PREMIUMS.
LICENSE # A, B, C-13, C-29 & C-31 # 996577, EXP. 9-30-2024, DIR Registration #1000004092 - UNION - DBE #34153
SUBJECT TO ACCEPTANCE WITHIN 30 DAYS
Dune Est
3D5D F. 8irdi Sheet
Brea, CA 92C+�11
714,Y94,550D Olriee
714.854.7843 fax
L¢ense 0B
EAR 0101 065Ei11
GRIFFITH 11.,ndAMC: 1%
COMPANY
Landscape Division
To:
Contractor
Contact:
Address:
Los Angeles
Phone:
Fax:
Project Name:
Dune Palms Road Bridge Improvement
Bid Number:
Project Location:
Bid Date: 10/5/2022
Addendum #:
1-4
Plan Sheets:Ll - Lll
Spec Sections: 4000-53
Item # Item Description Estimated Quantity Unit Unit Price Total Price
BASE BID #1
47 4" Schedule 40 PVC, Landscaping Sleeve (D) 42.00 LF $85.00 $3,570.00
49 4" Thick Decomposed Granite (D) (School Ret. & Pool 1,430.00 SF $6.50 $9,295.00
Wall)
51
Install Landscaping Plant Material & Irrigation (D)
Irrigation Mainline To Be 1.15"
52
3/8" Crushed Rock (Apache Brown) (D)
53
3/4" Crushed Rock (Desert Gold) (D)
54
6" Minus - Baja Cresta Rubble (D)
56
90-Day Maintenance Period
BASE BID #2
109 4" Schedule 40 PVC, Landscaping Sleeve (D)
111 Install Landscaping Plant Material & Irrigation (D)
Irrigation Mainline To Be 1.25"
112 3/8" Crushed Rock (Apache Brown) (D)
113 3/4" Crushed Rock (Desert Gold) (D)
114 6" Minus - Baja Cresta Rubble (D)
BASE BID #3
132 4" Thick Decomposed Granite (D)
Options
3"-8" Arizona River Cobble
As Shown On Sheet L9
Allowed 3" Depth For Complete Coverage
4,600.00 SF
$9.00
$41,400.00
3,490.00 SF
$2.85
$9,946.50
1,130.00 SF
$2.00
$2,260.00
465.00 SF
$8.15
$3,789.75
1.00 LS
$7,000.00
$7,000.00
Total Price for above BASE BID #1 Items:
$77,261.25
46.00 LF
$85.00
$3,910.00
1,630.00 SF
$14.00
$22,820.00
1,235.00 SF
$2.85
$3,519.75
395.00 SF
$4.85
$1,915.75
160.00 SF
$12.00
$1,920.00
Total Price for above BASE BID #2 Items:
$34,085.50
6,400.00 SF
$4.60
$29,440.00
Total Price for above BASE BID #3 Items:
$29,440.00
640.00 SF
$9.75
$6,240.00
Total Price for above Options Items: $6,240.00
Total Bid Price: $147,026.75
Page 1 of 2
10/3/2022 4:47:06 PM
Notes:
• Qualifications:
• Griffith Company -- Landscape Division is a union contractor. We are signatory to the Laborers, Plumbers Local 345 and the Operating Engineers
• Areas to be received at +/- .10', clean, and weed free.
• Import or export of soil is excluded. Excess spoils are to be spread on site.
• All areas to receive import materials such as sand, decomposed granite, rock blanket or mulch will be received at +/- .10' of compacted subgrade
elevations.
• This bid is based upon conventional trenching. Hard dig conditions through soils that require the use of rock saws, backhoes, or any specialty
equipment is excluded.
• All large trees, sleeves/conduits, pipe, and wire will be installed prior to curbs, paving, or hardsmpe; unless otherwise coordinated.
• Adequate access must be provided if the use of equipment is required for removal and placement of materials.
• This proposal will remain in effect for 60-days from the date of the proposal.
• Griffith has included two move -ins; additional move -ins will be charged at $2,500.
• Exclusions (Except for items which have been specifically noted above):
• Permits, testing, auditing, inspection fees, water Fees, water costs, meters, and electrical utility connections.
• Traffic control, night work, task lighting, premium time, moisture barrier, survey, hot taps, water service, pot hating, coring, boring, jacking and
hydraulic drilling, drainage, concrete, masonry, asphalt, saw cutting and removal, patching of asphalt and concrete, curb/header, rebar/steel,
protective fencing, relocation, special training costs, SWPPP, BMP's, or removal of BMP's, trench plates, erosion control, hand watering, site
furniture, tree well grates and frames, and any removals.
• Relocations, modifications, repair, restoration, or maintenance of existing irrigation and landscape.
• Erosion Control BMP's pricing, when listed, is for installation only. Maintenance and repair of Erosion control items are excluded.
ACCEPTED:
I CONFIRMED:
The above prices, specifications and conditions are satisfactory and Griffith Company
are hereby accepted.
Buyer:
Signature:
Date of Acceptance:
10/3/2022 4:47:06 PM
Authorized Signature:
Estimator: Christopher Ngo
562-781-1366 cngo@GriffithCompany.net
Page 2 of 2
Diversified Landscape Co.
21730 Bundy Canyon Road Phone: 951-245-1686
Wildomar, CA 92595 Fax: 800-783-4197
nRF Rn77 11ninn rhntrartnr / it 17761 R_? DTR 1000009249 Small Business -PIN 12567
To:
MCM Construction, Inc.
Contact:
Bids
Address:
P.O. Box 620, 6413 32nd Street
Phone:
(916) 334-1221
North Highlands, CA 95660
Fax:
(916) 334-0562
Project Name:
Dune Palms Road Bridge Improvements
Bid Number:
4933
Project Location:
Dune Palms Road, La Quinta, CA
Bid Date:
10/5/2022
Addendum #:
4
Attachments:
Maverick Rate Sheet 2022.pdf
Line # Item Description
Estimated Quantity Unit
Unit Price Total Price
Base Bid # 1
47
4" Schedule 40 PVC, Landscaping Sleeve (D)
44.00 LF
$140.00
$6,160.00
49
4" Thick Decomposed Granite (D) (School Ret, & Pool Wall)
1,430.00 SF
$4.60
$6,578.00
51
Install Landscaping Plant Material & Irrigation (D)
4,600.00 SF
$14.40
$66,240.00
52
3/8" Crushed Rock (Apache Brown)(D)
3,490.00 SF
$5.55
$19,369.50
53
3/4" Crushed Rock (Desert Gold) (D)
1,130.00 SF
$5.20
$5,876.00
54
6" Minus - Baja Cresta Rubble
465.00 SF
$8.60
$3,999.00
56
90-Day Maintenance Period
1.00 LS
$29,800.00
$29,800.00
Total Price
for above Base Bid #1 Items:
$138,022.50
Base Bid #2
109
4" Schedule 40 PVC, Landscaping Sleeve (D)
46.00 LF
$140.00
$6,440.00
111
Install Landscaping Plant Material & Irrigation (D)
1,630.00 SF
$28.10
$45,803.00
112
3/8" Crushed Rock (Apache Brown)(D)
1,235.00 SF
$5.60
$6,916.00
113
3/4" Crushed Rock (Desert Gold) (D)
395.00 SF
$6.15
$2,429.25
114
6" Minus - Baja Cresta Rubble (D)
160.00 SF
$11.20
$1,792.00
Total Price for above Base Bid #2 Items:
$63,380.25
Base Bid #3
132 4" Thick Decomposed Granite (D)
6,400.00 SF $4.00 $25,600.00
Total Price for above Base Bid #3 Items: $25,600.00
Total Bid Price: $227,002.75
Notes:
• Bid Notes:
• The above prices do not include Performance and Payment Bond. Add 1.5% if bond is required. Due in 30 days.
• If a bond is required, it will be provided upon start of substantial portion of work.
• Check & test to be completed before disturbing any landscape areas.
• Retention to be held at the same rate as Owner to Contractor.
• Retention to be released within 60 days of completion and acceptance of work.
• Pipe and wire to be installed prior to paving or hardscape.
• Installation of sleeves to be scheduled prior to compaction of subgrade or installation of any facilities above sleeve.
• 40 working day(s) required and includes 1 move-in(s). Additional move-ins=$1,500 each.
• Temporary stockpile location to be provided by prime.
• Diversified Landscape will be included with any eligible escalation events that may occur between owner and contractor.
• Upon completion of work, we will receive a PFE - Proposed Final Estimate.
• Bid Exclusions:
• Bond is excluded.
• Night work is excluded.
• Import or export of top soil is excluded.
Water meters, point of connection, cost of water and hot taps are excluded.
• Electrical except for final hookup to controller is excluded.
10/5/2022 11:18:09 AM
Page 1 of 2
Diversified Landscape Co.
21730 Bundy Canyon Road Phone: 951-245-1686
Wildomar, CA 92595 Fax: 800-783-4197
nPr an7'7 1/Winn r'nnhrnnhnr / L- S791R4 nrR lnnnnnQ249 Small Business -PIN 12567
To:
MCM Construction, Inc.
Contact:
Bids
Address:
P.O. Box 620, 6413 32nd Street
Phone:
(916) 334-1221
North Highlands, CA 95660
Fax:
(916) 334-0562
Project Name:
Dune Palms Road Bridge Improvements
Bid Number:
4933
Project Location:
Dune Palms Road, La Quinta, CA
Bid Date:
10/5/2022
Addendum #:
4
Attachments:
Maverick Rate Sheet 2022.pdf
• Traffic control is excluded.
• Weed or debris removal prior to plant establishment is excluded.
• Fugitive best management dust control plan is excluded.
• Proposal Notes:
• All of the notes above to be made part of contract.
• Proposal good for 60 days.
• Any changes, additions, deletions to this proposal must be approved by Diversified prior to bid time.
• C2001 rock blanket; c1575 remove bridge item; c9908 heavy equipment Rental (owned equp only); c7215 concreted -rock slope protection; C1910
grading; c1970 embankment construction; c2065 irrigation System; c5100 concrete structure; c5110 concrete surface finish; C7200 rock slope
protection; c7301 concrete curb & sidewalk - mist
• Please provide prelim info with subcontract including bond company and bond number.
Payment Terms:
Payment to be made within 7 days of progress payment to contractor.
ACCEPTED:
The above prices, specifications and conditions are satisfactory
and hereby accepted.
Buyer:
Signature:
Date of Acceptance:
CONFIRMED:
Diversified Landscape Co.
Authorized Signature:
Estimator: Juan Valente
951-245-1686
10/5/2022 11:18:09 AM Page 2 of 2
West Coast Drilling
Certified Small Business 1799363
WMBE/Woman & Minority Business Enterprise
8(a) Certified DBE 46894
Conctractors Licens 664239
Date: October 5, 2022
To: General Contractor
CIDH Proposal
Attn: Estimator
RE: Dune Palms Road Bridge Improvement Plan
La Qunita, CA
RACK nC Rln•
We hereby quote the following items in accordance with the plans, specifications, and
soils report for the subject job, and the following inclusions, exclusions, and general
conditions.
Addenda Acknowledged — 1, 2, 3, 4
SCOPE OF WORK:
Work to include drilling and stabilizing piles as required, provide baker tanks as needed.
setting rebar cages (rebar cages provided and placed adjacent to holes by others) provide
and place inspection tubes if required, provide and pour pile concrete. Pile mitigation as
required. Fill Inspection tubes with grout when finished.
Bid Item
Item Description
QTY
Unit
Unit Rate
$175,000.00
$285.00
$1,900.00
LS
/LF
1
Mobilization
1
LS
LF
LF
61
24" Cast -In -Drilled -Hole -Pile
60" Cast -In -Drilled -Hole -Pile
3,076
1,284
62
/LF
Total Amount
$175,000.00
$876,660.00
$2,439,600.00
Total Bid $3,491,260.00
WCD to provide a 200,000 LB +/- excavator mounted drill rig or similar with a 70' mast, 16 foot wide
tracks, 5' tail swing, and a 6' reach from the tracks to the center of the drilled hole.
W. C. Drilling, Inc. DBA West Coast Drilling
PO Box 254, Pinole, CA 94564
Tel. 510-245-0556 Fax 510-245-0559
Contractors License No. 664239 / DIR No. 1000000990 / DBE No. 46894
Clarifications
• If required power lines to be relocated or de -energized by others as required for safe
clearances.
• Trim trees or remove obstructions as required for drilling and setting by others.
• Contractor to provide 35' wide x 150 feet minimum level, stable working bench adjacent to
piles for drilling, setting and pouring piles.
• Contractor to remove drill spoils concurrent with drilling as required to provide access for
setting and pouring operations.
• Contractor to allow for time to mitigate piles as necessary
• Clean Baker tanks by pumping treated polymer slurry into others location and removing silt
from tank to ground outside of tank.
EXCLUSIONS
Permits, bond premium (2.5%), inspection, chipping top of concrete, cleaning top of
concrete, wet weather construction, testing, welding, hole dewatering, providing steel
beams or rebar cages, splicing rebar cages, anchor bolts, forming, block -outs or placing
trumpets in forms, dowels, sand blasting, painting, demolition, structure excavation,
structure backfill, structure concrete, field engineering, block outs, formwork, site
dewatering, submittal or implementation of water pollution control plan, erosion control,
water supply at drill rig 25 GPM, dust control, survey, layout, line & grade, vibration or
settlement monitoring, USA utility location or markings, location/removal of utilities,
shoring and protection of existing structures, streets, sidewalks and utilities, off -haul or
removal of spoils and water, concrete wash outs, sediment pond or tank, off -haul of
concrete over break, all costs related to any known or unknown hazardous material.
GENERAL CONDITIONS
West Coast Drilling's (WCD) bid is based on one move ins to the job with continuous
operation until completion of subject move -ins; add $50,0000 to the contract for each
additional move. Contractor will provide 15-foot wide level, unobstructed access with no
overhead obstructions adjacent to all locations as required for drill rig, R.T. crane, concrete
pump and concrete trucks. Contractor to remove drill spoils concurrent with drilling as
required to provide access for setting and pouring operations. Concrete pour crew may
require additional overtime work hours to complete pours. Contractor will provide a clean
out for drilling equipment and concrete pumps and trucks. Bid is based on da work Mon. -
Fri. 14 hours per day. Contractor to provide three weeks minimum notice of start date.
Contractor to provide area on site for storage of West Coast Drilling's equipment and
materials. Changes in start date shall be made 72 hours in advance of given start date and
may result in a delay to the rescheduled work. West Coast Drilling will be given one
working day to verify grade, access, and layout before moving on to the site. If casing or
W. C. Drilling, Inc. DBA West Coast Drilling
PO Box 254, Pinole, CA 94564
Tel. 510-245-0556 Fax 510-245-0559
Contractors License No. 664239/ DIR No. 1000000990 / DBE No. 46894
dewatering is needed, rebar cages shall not block access of casing or sump pumps. Price
based on groundwater being discharged at site into de -silting pit, baker tank or basin
provided by General Contractor 100' from work area. If any man-made/man-placed
materials are encountered such as bricks, concrete, rip rap, pea gravel, etc., the general
contractor will provide West Coast Drilling with written authorization to proceed with the
work utilizing any required special tools and equipment. A daily log of labor, equipment
and material will be maintained and subsequently billed at the rate of $425.00 per drill rig
hour including two men, plus costs of materials, other equipment and labor, plus
appropriate markups. All standby time due to delays by others will be billed at the same
hourly rate. Standby rate for equipment left on site due to delays by others is $1,200/day
for the drill rig plus any additional equipment left on site. Back charges will only be
accepted when properly documented and acknowledged on a daily basis by our authorized
representative. Payments will be made within 30 days of invoice. Retention will not exceed
the percentage withheld by the owner. Balance of retention will be paid in full within 35
days after completion of West Coast Drilling's work.
For shafts to be drilled deeper than soil borings indicate we have assumed that the
materials to be drilled are similar to those indicated on the soil borings lowest depth
explored adjacent to the drilled shaft. Conditions differing shall be considered a changed
condition. Soil conditions or water table elevations that are different than those indicated
in the soils report/borings shall be considered a differing site condition.
This quotation includes the following insurance coverage for WCD with the general
contractor to be named as additional insured. West Coast Drilling shall only indemnify
Owner and/or Prime Contractor to the extent of West Coast Drilling's proportionate fault
or neglect.
1. Worker's compensation & Employers Liability-$1,000,000.00 each accident,
$1,000,000.00 disease policy limit & $1,000,000.00 disease each employee (excludes
waiver of subrogation)
2. General Liability - $2,000,000.00 (Excludes pollution liability, professional liability,
riggers liability, builders risk and rail road insurance)
3. Automobile Liability Coverage - $1,000,000.00.
This quotation is subject to acceptance within 30 days and the terms herein will be
incorporated into any subsequent sub -contract agreement. If legal counsel is retained to
collect any sums due, WCD will be reimbursed for legal expense incurred. Should any
dispute arise out of this Proposal/Agreement; the prevailing party shall be entitled to
recover reasonable attorney's fees and cost.
Thank you for the Business Opportunity!
A Ift
Signed: Andy J. Clisham, Cell: 510-255-9084
W. C. Drilling, Inc. DBA West Coast Drilling
PO Box 254, Pinole, CA 94564
Tel. 510-245-0556 Fax 510-245-0559
Contractors License No. 664239/ DIR No. 1000000990 / DBE No. 46894