The URL can be used to link to this page

Home My WebLink About8 Attachment 3 Q&D Quote Church Street - 10.13.22 Final Revision Attachment 3 M Q&D CONSTRUCTION est. 1964 October 13th,2022 PCO-16039 Q&D Construction LLC 1050 South 2l t Street Sparks,NV 89431 Attn: Scott Mathot,PE Senior Engineer Town of Truckee RE: Additional Dry Utility Work on Church St. Bid Item Description Inita Unit Price Total 1 Excavate&Install Common Trench— 1 LSU $ 152,467 $ 152,467 Church St.Base Price Mark up&Overhead(15%) $ 22,870.05 Total: ,$ 175,337.05 *The lump sum total shown about will be treated as a not to exceed dollar amount for T&M work plus 15%markup Based on the sketch provided by the Town of Truckee on 10113122. Inclusions: Mobilization, 685 LF of joint trench excavation and backfill,purchase and installation of 1 EA 6", 1 EA 4",and 1 EA 2"dry utility conduit totaling 1,373 LF,purchase and haul bedding sand,trucking and dump fee for excess native material from trench, conduit connections to existing 612 vaults,and anything specifically listed above. This price is based on previous conversations and email correspondence with the Town of Truckee.No plan set was provided prior to pricing. If a plan set is provide or alternate direction is given prior to construction price above may be adjusted accordingly. Exclusions: Additional permits, additional bonds, special fees,dewatering, contaminated soils, electrical tie ins,conduit chairs,rock blasting,rock splitting,rock excavation, additional concrete work, sawcutting,AC removal,AC paving,AC Notes: patch paving,paving crew mobilization,pole removals,revegetation,additional SWPPP, additional material price escalations if proposal not accepted within 7 calendar days,night work,weekend work, overtime work, accelerated schedule, winterization,cold weather protection,and anything not specifically listed above. Please note that the price listed above is only valid assuming the procurement of materials and the work required does not affect critical path operations of Q&D Construction's original contract for the Church Street Extension—Trout Creek Restoration project through the Town of Truckee. This price is based on previous conversation had with the Town of Truckee on 10/3/22, and email Attachment 3 M Q&D CONSTRUCTION est.1964 correspondence received 10/11/22 and 10/13/22. Due to the volatility of the current market,material prices can only be held for a maximum of 7 calendar days from the date at the top of this proposal. Prior to final pricing a full plan set shall be provided to ensure accurate pricing for this work. 1. Q&D will not agree to any terms which conflict with any provisions of the California Law and does not waive any payment or other right which is protected under California law. 2. "Pay if paid"and/or"pay when paid"contract provisions are unacceptable and specifically rejected by Q&D. 3. Payment terms are Net 30 for all completed work. Retention will not exceed 5%. Balance of outstanding retention to be paid within 40 days after substantial completion of Q&D's work. 4. By accepting this proposal,the party signing below expressly releases and holds Q&D harmless from any problem or damage which it did not cause and acknowledges Q&D owes no obligation of indemnity to anyone or any entity to the extent that person or entity caused any portion of any problem and/or damage. 5. The terms of this Proposal are expressly incorporated into any contract between the parties by this reference,and they supersede any terms in any such contract. 6. Q&D accepts only cash payments and does not accept Credit Cards. 7. Any amounts due under this Proposal,which are not timely paid, accrue interest at the maximum legal rate allowed under the California Law, until paid in full. 8. If Q&D is required to engage counsel to enforce the terms of this Proposal,including,but not limited to,the payment of any overdue amounts,it is entitled to an award of its actual attorneys' fees and all legal costs and expenses incurred to do so. Sam Duner-Project Engineer OWNER ACCEPTANCE Signature Date SERVICE. INTEGRITY. QUALITY. 1050 S. 21st Street, Sparks, NV 89431 • Main Office: 775.786.2677 • Fax: 775.786.5136 www.gdconstruction.com • NCL: 8197 A& B Attachment 3 Q&D Construction LLC. Page 1 SGD-163oo Church Street Dry Utility-Truckee Dev 10/13/2022 14:11 Sam Duner Direct Cost Report Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Material Mat[/Exp Ment Contract Total JOB NOTES BID ITEM = 16o Description= Install Common Trench to Previous Phases Unit= LF Takeoff Quan: 685.000 Engr Quan: 685.000 Project Manager Quan: Hrs/Shft: 8.0o Cal: 508 WC: NONE **Unreviewed JPM (Mod)Project Manager 16.0o CH Prod: 16.0000 HU Lab PCs: 1.00 Eqp PCs: 0.00 PM Project Manager 1.00 16.0o MH 90.000 1,440 1,440 $1,440.00 16.000o MH/LS 16.0o MH [1440] 1,440 1,440 720.0000 $/Shift 0.5000 Un/Shift 1,440.00 1,440.00 ^� ^^ SU Hrs/Shft: 8.00 **Unreviewed JGS General Superintendent 8.0o CH Prod: 8.000o HU Lab PCs: 1.00 Eqp PCs: 0.00 SU Superintendent 1.00 8.0o MH 90.000 720 720 $720.00 8.000o MH/LSU 8.0o MH [720] 720 720 720.0000 $/Shift 1.000o Un/Shift 720.00 720.00 Equipment Mobilization 10.0o EA Hrs/Shft: 10.00 Cal: 510 WC: NONE **Unreviewed TTRN Transport Crew 100.0o CH Prod: 10.000o HU Lab PCs: 1.00 Eqp PCs: 1.00 8TRTRAN Transport 1.00 100.0o HR 120.000 12,000 12,000 TRN Truck Driver-NV non-prev 1.00 100.0o MH 34.550 8,279 8,279 $20,279.16 10.000o MH/EA 100.0o MH [380.05] 8,279 12,000 20,279 2,027.9160 $/Shift 1.000o Un/Shift 827.92 1,200.00 2,027.92 0 685.0o LF Hrs/Shft: 10.0o Cal: 51 **Unreviewed Water and gas crossings in existing intersection PMED Pipe-Med.Excavator 60.0o CH Prod: 11.4167 UH Lab PCs: 8.0o Eqp PCs: 6.00 2STRSH Trench Shores(a 1o8.26% 1.00 2.00 WEEK 2,000.000 4,330 4,330 8COMRAM Rammax 1.00 60.0o HR 36.750 2,205 2,205 8EX328 Excavator Cat 328 Zero 1.00 60.0o HR 138.000 8,280 8,280 8LD966 Loader966 1.00 60.0o HR 119.250 7,155 7,155 8MIFORK Forklift 0.50 30.0o HR 51.750 1,553 1,553 8TRWAT Water Truck 1.00 60.0o HR 82.000 4,920 4,920 8TXCR Crew Truck 0.50 30.0o HR 20.000 boo 600 8TXFR Foreman Pickup 1.00 60.0o HR 14.000 840 840 FIR Foreman-NV PW(7/20) 1.00 60.0o MH 53.330 6,723 6,723 LA Laborer-NV-PW(10/20) 4.00 240.00 MH 31.550 17,694 17,694 OP Operator-NV PW(7/20) 2.00 120.00 MH 50.410 13,231 13,231 TR Truck Driver-NVPW 1.00 60.0o MH 34.550 4,967 4,967 $72,498.40 0.7007 MH/LF 480.00 MH [30.341] 42,6i6 4,330 25,553 72,498 12,083.0667 $/Shift 114.1667 Un/Shift 62.21 6.32 37.30 105.84 nections to Existing ML (Mod)Misc Labor Crew 10.0o CH Prod: 1.6667 HU Lab PCs: 3.00 Eqp PCs: 1.00 2M Misc Materials@a 1o8.26q 1.00 6.0o EA 100.000 650 650 8TXFR Foreman Pickup 1.00 10.0o HR 14.000 140 140 FR Foreman-NV PW(7/20) 1.00 10.0o MH 53.330 1,121 1,121 LA Laborer-NV-PW(10/20) 2.00 20.00 MH 31.550 1,474 1,474 $3,384.54 5.0000 MH/EA 30.00 MH [213.455] 2,595 650 140 3,385 3,384.5400 $/Shift 6.000o Un/Shift 432.50 108.26 2333 564.09 Attachment 3 Q&D Construction LLC. Page 2 SGD-163oo Church Street Dry Utility-Truckee Dev 10/13/2022 14:11 Sam Duner Direct Cost Report Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Material Mat[/Exp Ment Contract Total BID ITEM = 16o Description= Install Common Trench to Previous Phases Unit= LF Takeoff Quan: 685.000 Engr Quan: 685.000 02-380.100 Quan*t,373.00 LF Hrs/Shft: 5to WC: NONE10 **Unreviewed ML (Mod)Misc Labor Crew 24.00 CH Prod: 57.2083 UH Lab PCs: 3.00 Eqp Pcs: 1.00 2M Misc Materials 1.00 1.00 LSU 3,000.000 3,000 3,000 2SUWN52 2"Sch 40 UL C@a 1o8.26q 1.00 414.00 LF 5.o6o 2,268 2,268 2SUWNS4 4"Conduit(a 1o8.26% 1.00 414.00 LF 13.170 5,903 5,903 2SUWN56 6"Conduit 40 @1o8.26% 1.00 545•oo LF 24.710 14,579 14,579 8TXFR Foreman Pickup 1.00 24.00 HR 14.000 336 336 FR Foreman-NV PW(7/20) 1.00 24.00 MH 53.330 2,689 2,689 LA Laborer-NV-PW(10/20) 2.00 48.00 MH 31.550 3,539 3,539 $32,313.87 0.0524 MH/LF 72.00 MH [2.239] 6,228 25,750 336 32,314 13,464.1125 $/Shift 572.o833 Un/Shift 4.54 18.75 0.24 23.54 Trucking-Export Common Trench to.00 Cal: **Unreviewed Stock Pile Loader TENP (Mod)End Dump Non-Prevailing 12.75 CH Prod: 13.3333 UH Lab PCs: 2.00 Eqp PCs: 2.00 2DUMPTEICH Dump Fee-Tei@io8.26% 1.00 340.00 TON 9.000 3,313 3,313 8LD966 Loader 966 1.00 12.75 HR 119.250 1,520 1,520 8TRED End Dump 1.00 12.75 HR 105.000 1,339 1,339 OP Operator-NV PW(7/20) 1.00 12.75 MH 50.410 1,4o6 1,4o6 TRN Truck Driver-NV non-prev 1.00 12.75 MH 34.550 1,056 1,056 $8,633.37 0.1500 MH/CY 25.50 MH [7.009] 2,461 31313 2,859 8,633 6,771.27o6 $/Shift 133.3333 Un/Shift 14.48 19.49 16.82 50.78 NEW�Quan: 3fto TON Hrs/Shft: 10.00 Cal: 510 WC: **Unreviewed Stock Pile Loader TENP (Mod)End Dump Non-Prevailing 12.75 CH Prod: 26.6667 UH Lab PCs: 2.00 Eqp PCs: 2.00 2BEDDING Bedding@a 1o8.26% 1.00 34o.00 TON 21.400 7,877 7,877 8LD966 Loader966 1.00 12.75 HR 119.250 1,520 1,520 8TRED End Dump 1.00 12.75 HR 105.000 1,339 1,339 OP Operator-NV PW(7/20) 1.00 12.75 MH 50.410 1,4o6 1,4o6 TRN Truck Driver-NV non-prev 1.00 12.75 MH 34.550 1,056 1,056 $137197.61 0.0750 MH/TON 25.50 MH [3.505] 2,461 77877 2,859 137198 10,351.o667 $/Shift 266.6667 Un/Shift 7.24 23.17 8.41 38.82 Item Totals: 16o - Install Common Trench to Previous Phases $1527466.95 1.1051 MH/LF 757.00 MH [48.878] 66,8o0 41,920 43,747 152,467 222.579 685 LF 97.52 61.20 63.86 222.58 $152r466.95 *** Report Totals *** 757.00 MH 66,800 41,920 43,747 152,467 >>>indicates Non Additive Activity ---Report Notes:----- The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. 'Unreviewed'Activities are marked. Bid Date:07/14/21 Owner: Engineering Firm: Estimator-in-Charge: Attachment 3 Q&D Construction LLC. Page 3 SGD-163oo Church Street Dry Utility-Truckee Dev 10/13/2022 14:11 Sam Duner Direct Cost Report Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Material Mat[/Exp Ment Contract Total BID ITEM = 16o Description= Install Common Trench to Previous Phases Unit= LF Takeoff Quan: 685.000 Engr Quan: 685.000 *on units of MH indicate average labor unit cost was used rather than base rate. [ ]in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ---Calendar Codes---- 508 8HR DAY 509 9HR DAY 510 5 io HR DAYS(Default Calendar) 512 512 HR DAYS 610 to HR DAY,6 DAYS No8 5-8-hr Nights Nog 5-9-hr Nights Nio 5-io-hr Nights N12 5-iz-hrs Night OT Overtime