Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WTR2703551_7
MINE IMMEN MMMMMIEMN IN MIMMEOMM ISE mom EM NO MEN INEENIMENE ENEM Mom MEN MEN ME IMENI IS ME ME gyp_ ■ ME 5 INIMMEN NOMMEN MINESISM El EME IMMENE MENE ME IMIMINE El MOM MISEENNIMMENMEN a■■■mw No IMEN o■o■oNO Arp d�cl,� � St�a 9�8� — tG5 5. �62 ((�o (23, �512.4i (G�24) $�IIG$.o7 ZUJ ��I1 CT 0.440 ' z• 2—d) l �o 2 5 P7.L) l,7GG,�9 ��� 17 I f N�-1—'Ei� ` rl n2�� i G` __ I -� 2 2�yk i s -- - S (mot ✓Jet4 — T © tt 4 � *&I -42A N. -iz 'Z t= t� JL ^' Y4Ai , Le p rJ i �_%'cz�k.Y_ _ ?.,/LsgTi c.,J -T—u %_ J-_(Z- __.-.vim _.. ._. t r , tipYV cv c7'T R. L. Alia Company Work for City of Renton 6/23/2011 Benson Road WM Thick Pavement Issue Cluster @ 9+88 - Cannot pull pavement. Concrete Subbase is too thick. Need to break subbase out. This added hour pushes completion of work into Overtime LABOR Hrs/Units Rate Subtotal Total Foreman OT 1 $84.73 $84.73 Operator OT 1 $81.57 $81.57 Pipelayer OT 1 $69.20 $69.20 Truck Driver OT 1 $74.97 $74.97 Carpenter $58.67 $0.00 Flagger OT 2 each 2 $56.93 $113.86 Laborer $49.36 $0.00 $424.33 29% markup $123.06 $547.39 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 938 Loader Standby rate 1 $8.66 $8.66 580 Case $25.70 $0.00 10 CY Dump Truck Standby rate 1 $3.61 $3.61 1-Ton Standby rate 1 $1.00 $1.00 3/4 Ton pickup Standby rate 1 $1.40 $1.40 JD 160 Standby rate 1 $9.90 $9.90 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 0.00 $89.43 21% markup $18.78 $108.21 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup 0.00 0.00 Total $655.60 R. L. Alia Company Work for City of Renton 6/24/2011 Benson Road WM Thick Pavement Issue Cluster @ 9+88 - Cannot pull pavement. Concrete Subbase is too thick. Need to break subbase out. LABOR Hrs/Units Rate Subtotal Total Foreman 1 $62.60 $62.60 Operator 1 $60.50 $60.50 Pipelayer 1 $50.24 $50.24 Truck Driver 1 $55.92 $55.92 Carpenter $58.67 $0.00 Flagger 2 each 2 $42.06 $84.12 Laborer $49.36 $0.00 $313.38 29% markup $90.88 $404.26 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 938 Loader Standby rate 1 $8.66 $8.66 580 Case $25.70 $0.00 10 CY Dump Truck Standby rate 1 $3.61 $3.61 1-Ton Standby rate 1 $1.00 $1.00 3/4 Ton pickup Standby rate 1 $1.40 $1.40 JD 160 Standby rate 1 $9.90 $9.90 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $89.43 21% markup $18.78 $108.21 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup 0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup 0.00 $0.00 Total $512.47 ,f ,JUN 10 2011 To: R.L. ALIA Attn: RICK From: Chad Fowler Email: Pages: 1 Phone: 425-226-8100 Date: APRIL 11TH., 2011 Fax: Job: BENSON WATER MAIN PROJECT ( ) Urgent ( ) For Review () Please Comment (0) As Requested (0) For Acceptance APPROXIMATELY 3000 LINEAL FEET OF ASPHALT ROADWAY TO CUT FROM 1" TO 6" @ $.25 PER INCH FOOT FROM 6" TO 12" @ $.40 PER INCH FOOT ➢ LAYOUT BY OTHERS ➢ REGULAR SHIFT WORK ➢ MINIMUM CALL OUT $300.00 ➢ STANDBY CHARGE AT $140.00 PER MAN HOUR > WATER CONTROL BY OTHERS *We do not assume responsibility for damage caused by cutting buried pipe, conduit, voids, wood and steel beams. cong a Coring E .r 152 - 100th St. S. ® Tacoma, WA 98444 Dh: (253) 537-0109 ® Fax: (253) 535-0507 Contractor Registration # DELMACC973CG Contractor / '` y 4 r %Zr=n/-� ©/V WE HEREBY SUBMIT ESTIMATES FOR: APR 19 ?01? Attn: Estimator fa-: PROPOSAL Page No. 4 Of 1 Email address: delrrlarce0agmall.com JOB Benson Road 16" Water fain Replacement Project ICTY (STATE Renton V A �d01dE DATE 14-11-11 City of Renton Benson Rood 16" Water Main Repiacement Project Bid date: 4-12-11 Saw cut asphalt .19d per lineal inch foot (up to 11" depth) Saw cut concrete .50d per lineal inch toot (up to 11" depth) Minirni m call -out charge $ 300.00 Haul & disposal of slurry (if requested) - $ 60.00 per barrel Good luck on your bid! STANDARD JOB CONDITIONS: 1. Layout/marking of work by others prior to arrival of operator. Parking for truck within 100' of work area. 2. We cannot accept responsibility for damage to buried objects. 3. Traffic controlifiagging, waterislurry controiicontainment, erosion/water pollution control, and/or dust barrier/s by others. 4. If we are unable to .pork due to no fault of our ov n, then we may charge for standby ';me @ $85.00 per hour each laborer. 5. We reserve the right to bill part or all work by the hour due to multiple locations (constantly moving around), challenging work conditions and/or heavy reinforcing @ $140.00 per hour each saw cutter/core driller. Pricing above based on regular time only - no overtime. 6. Quotation is for pavement up to 10" maximum depth unless stated otherwise. if deeper than 10"and not stated above, call for pricing. 7. Minimum saw cut - 3" deep, maximum saw cut - 21" deep for pavement. 8. Water, Hydrant Permit, Etc. Supplied by General Contractor - No retainage. 9. General Contractor to provide competent person onsite when working conditions require such person. 10. Standard insurance coverage is $1,000,000 each occurrence and $2,000,000 general aggregate. Addition/s above our coverage is extra. 11. This proposal is all inclusive and to be part of any contract. No partial orders unless approved by Del -Mar in advance. 12, If we encounter any cobblestone, brick paving, sand cushion, gravel, railroad ties, rails, etc. during pavement sawing/drilling operations and not specifically mentioned in cur quotation above, then pricing of our services is to be renegotiated. 13. Typical exclusions (not limited to): WSST/Use tax, bonding, permits, fees, vac/slurry laborer, sweeping, shoring, work platforms and/or scaffolding, iightsfiighting, training hours/apprentice utilization, clean saw cutsipressure washing, catch basin insertsifilters and cleanup. ;4. if our total project revenue does not exceed $3,000.00, we normally add the filing expenses of any Intents and Affidavits of Prevailing Wages to our billingis unless stated differently above. Currently, those costs are — $80 ($40 for each Intent & $40 for each Affidavit). All material is guaranteed to be as specified. All work is to be completed in a workmanlike Authorized R manner according to standard practices. Any alteration or deviation from specifications signature involvina extra costs will be executed upon written orders, and will become an extra charge ?,A&au5 over and above the estimate. All agreements contingent upon strikes, accidents or delays Robin R. Romans beyond our control. Owner to carry necessary insurance. Our workers are fully covered by Note: This proposal may be withdrawn by us if not accepted Worker's Compensation Insurance. within 30 days. Acceptance of Proposal - The above prire—s, Specifications and conditions are satisfactory and are hereby accepted. You are authorized to do this work as specified. Payment will made as outl ed above. Date of Acceptance: S�nature f �°`®nal Concrete Cutting Inc. 7715 Pacific Hwy. E. Milton, WA 98354-9635 3UL ® 5 N11 Voice: (800) 551-0511 Fax:. (253) 735-6777 R L ALIA COMPANY 107 WILLIAMS AVE S RENTON, WA 98057-2149 ALIA CONSTR. I VITO HAHN I Job Site INVOICE Invoice Number: 16788 Invoice Date: Jun 30, 2011 Page: 1 RENTON SMITHERS AVE S. Net 30 Days 6/2111 7/30111 =L.-::•. £... -e' Ii..:. SAY AN SLAB SAWING 612THRU 6/17: ,"ram JUNE 2ND: 105' X 5" A/C OVER 10" C/C - 15" TOTAL DEPTH 314' X 5" A/C OVER 7" C/C - 12" TOTAL DEPTH JUNE 3RD: 529' X 5" A/C OVER 7" C/C - 12" TOTAL DEPTH JUNE 8TH: 363' X 5" A/C OVER 7" C/C - 12" TOTAL DEPTH JUNE 9TH: 372' X 5" A/C OVER 7" C/C - 12" TOTAL DEPTH JUNE 10TH: 722' X 12" A/C JUNE 13TH: 592' X 12" A/C y JUNE 14TH: 276' X 12" A/C Subtotal Continued Sales Tax Continued Total Invoice Amount Continued Payment/Credit Applied Check/Credit Memo No: � f . �cicnal Concrete Cutting Inc. 7715 Pacific Hwy. E. Milton, WA 98354-9635 Voice: (800) 551-0511 Fax: (253) 735-6777 R L ALIA COMPANY 107 WILLIAMS AVE S RENTON, WA 98057-2149 I C E Invoice Number: 16788 Invoice Date: Jun 30, 2011 Page: 2 RENTON SMITHERS AVE S. -xt Y�SLej� Sia xea 'x ` :i.. 'vtel�tUY6terP -_ I�ayrrsee�t'� �_ .v a •Sn� c is ALIA CONSTR. VITO Net 30 Days Method 3 _ Work Date HAHN Job Site j 6/2/11 7/30/11 76' X 5" A/C OVER 7" C/C - 12" TOTAL DEPTH JUNE 17TH: 149' X 5" A/C OVER 7" C/C - 12" TOTAL DEPTH 20' X 12" A/C 9 BARRELS OF SLURRY @ $150.00 EACH 18,085.00 Subtotal 18,085.00 Sales Tax Total Invoice Amount 18,085.00 Payment/Credit Applied Check/Credit Memo No: H.D. FOWLER COMPANY PO Box 160, Bellevue, WA 98009-0160 Packing Slip 2957504 Corporate Offices 13440 SE 30th St., Bellevue, WA 98005 PO Box 160, Bellevue, WA 98009-0160 Page 1 Phone 425-746-8400 • Fax 425-641-8885 Bellevue Branch (Same as above) TO: R L ALIA CONSTRUCTION Ship tO:HD Fowler Company - Bellevue 107 Williams Ave S 13440 SE 30th St Bellevue WA 98005 Renton WA 98057-2149 Order#: Inv Date: Order Writer: (425) 226-8100 Terms:NET 10TH PROX 03674615 07/20/11 JOSEPH PEDERSON FOB: H. D. FOWLER Ship Via: PO/Job: WILL CALL BENSON ROAD WATERMAIN Line Qty Qty UoM Part # Unit Extended T Ship'd BO'd Description Price Price x 1 2 EA SFCR55RR 124.130 248.26 12" PSM REPAIR CPLG FOR RIB PIPE WITH 2 GASKETS PVC FOR SEWER OR DRAIN 2 13 FT PPRIB5X13 6.360 82.68 12" PVC RIBBED PIPE,ASTM F794 AND AASHTO M304 13' LENGTHS TC, L� SIGNATURE: Sub -Total 330.94 Freight PRINTED NAME: VITO Tax Serving the Pacific Northwest since 1911 Grand Total 330.94 www.hdfowler.com C, ( U 'i �� �.�-e�L 1 � ✓vim i o 6-e 7 % 1-� �2 � -7-1 �z LA 73 4 re;, ,-e4,�) c �= Z v i Lam' YS &4,4� i -(D "SAC - to L S a LI) ckLA. � -ro v�;v ykl. --z.eq-,�55F R. L. Alia Company Work for City of Renton 07/15/11 Benson Road WM Asphalt road is 24"+ thick. Solid rock and stone below asphalt. Breaker time to get thru asphalt - 2 hours; Breaker time to get thru rock - 3 hours; (Note - 2 pipe layed - 4' cover in 8 hours) Pricing for Asphalt LABOR Hrs/Units Rate Subtotal Total Foreman $62.60 $0.00 Operator 2 each 4 $60.50 $242.00 Pipelayer 2 $50.24 $100.48 Truck Driver 2 each 4 $55.92 $223.68 Carpenter $58.67 $0.00 Flagger 2 each 4 $42.06 $168.24 Laborer 2 $49.36 $98.72 $833.12 29% markup $241.60 $1,074.72 COMPANY EQUIPMENT 200 Komatsu 2 $64.86 $129.72 200 Komatsu $10.00 $0.00 938 Loader 2 $52.79 $105.58 580 Case $25.70 $0.00 10 CY Dump Truck 2 each 4 $35.96 $143.84 1-Ton 2 $12.39 $24.78 3/4 Ton pickup 2 $10.00 $20.00 JD 160 2 $58.17 $116.34 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 Komatsu Mini Exc 2 $15.64 $31.28 $571.54 21 % markup $120.02 $691.56 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $1,766.29 R. L. Alia Company Work for City of Renton 07/15/11 Benson Road WM Asphalt road is 24"+ thick. Solid rock and stone below asphalt. Breaker time to get thru asphalt - 2 hours; Breaker time to get thru rock - 3 hours; (Note - 2 pipe layed - 4' cover in 8 hours) Pricing for Rock LABOR Hrs/Units Rate Subtotal Total Foreman $62.60 $0.00 Operator 2 each 6 $60.50 $363.00 Pipelayer 3 $50.24 $150.72 Truck Driver 2 each 6 $55.92 $335.52 Carpenter $58.67 $0.00 Flagger 2 each 6 $42.06 $252.36 Laborer 3 $49.36 $148.08 $1,249.68 29% markup $362.41 $1,612.09 COMPANY EQUIPMENT 200 Komatsu 3 $64.86 $194.58 200 Komatsu $10.00 $0.00 938 Loader 3 $52.79 $158.37 580 Case $25.70 $0.00 10 CY Dump Truck 2 each 6 $35.96 $215.76 1-Ton 3 $12.39 $37.17 3/4 Ton pickup 3 $10.00 $30.00 JD 160 3 $58.17 $174.51 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 Komatsu Mini Exc 3 $15.64 $46.92 $857.31 21% markup $180.04 $1,037.35 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS. RENTALS, OTHER $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $2,649.43 Y,V�ov,�� & 7s -01 C- L-1-1 C, . ��� ;� : � � --►ems � ��.L' +z39" Le-tz V fo 72- �`'iO%LAs5�1 Z I c R. L. Alia Company Work for City of Renton 07/18/11 Benson Road WM Asphalt Road is 24" + thick. Solid rock and stone below asphalt Breaker time to get thru asphalt - 2 1/2 hours; Breaker time to get thru rock - 3 hours (Note - 2 pipe layed in 8 hours) Pricing for Asphalt LABOR Hrs/Units Rate Subtotal Total Foreman 2.5 $62.60 $156.50 Operator 2.5 $60.50 $151.25 Pipelayer 2.5 $50.24 $125.60 Truck Driver 2.5 $55.92 $139.80 Carpenter $58.67 $0.00 Flagger 2 each 5 $42.06 $210.30 Laborer 2.5 $49.36 $123.40 $906.85 29% markup $262.99 $1,169.84 COMPANY EQUIPMENT 200 Komatsu 2.5 $64.86 $162.15 200 Komatsu $10.00 $0.00 938 Loader 2.5 $52.79 $131.98 580 Case $25.70 $0.00 10 CY Dump Truck 2.5 $35.96 $89.90 1-Ton 2.5 $12.39 $30.98 3/4 Ton pickup 2.5 $10.00 $25.00 JD 160 2.5 $58.17 $145.43 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 150 CFM Compressor $8.14 $0.00 $585.43 21 % markup $122.94 $708.36 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS RENTALS, OTHER $0.00 $0.00 0.00 $0.00 21% markup $0.00 $0.00 Total $1,878.20 R. L. Alia Company Work for City of Renton 07/18/11 Benson Road WM Asphalt Road is 24" + thick. Solid rock and stone below asphalt Breaker time to get thru asphalt - 2 1/2 hours; Breaker time to get thru rock - 3 hours (Note - 2 pipe layed in 8 hours) Pricing for Rock LABOR Hrs/Units Rate Subtotal Total Foreman 3 $62.60 $187.80 Operator 3 $60.50 $181.50 Pipelayer 3 $50.24 $150.72 Truck Driver 3 $55.92 $167.76 Carpenter $58.67 $0.00 Flagger 2 each 6 $42.06 $252.36 Laborer 3 $49.36 $148.08 $1, 088.22 29% markup $315.58 $1,403.80 COMPANY EQUIPMENT 200 Komatsu 3 $64.86 $194.58 200 Komatsu $10.00 $0.00 938 Loader 3 $52.79 $158.37 580 Case $25.70 $0.00 10 CY Dump Truck 3 $35.96 $107.88 1-Ton 3 $12.39 $37.17 3/4 Ton pickup 3 $10.00 $30.00 JD 160 3 $58.17 $174.51 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 150 CFM Compressor $8.14 $0.00 $702.51 21 % markup $147.53 $850.04 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $2,253.84 1-� c �Sd�I�T Ll a't.) - T'< etcp , R. L. Alia Company Work for City of Renton Benson Road WM Asphalt Road is 24" + thick. Sandstone is gone; very dense till Breaker time to get thru asphalt - 2 1/2 hours (Note - 4 pipe layed in 8 hours) Pricing for Rock LABOR Foreman Operator Pipelayer Truck Driver Carpenter Flagger 2 each Laborer 29% markup COMPANY EQUIPMENT 200 Komatsu 200 Komatsu 938 Loader 580 Case 10 CY Dump Truck 1-Ton 3/4 Ton pickup JD 160 Mecahnic 1-Ton Sweeper 150 CFM Compressor 21% markup SUCONTRACTORS 12% markup MATERIALS, RENTALS, OTHER 21% markup Total 07/19/11 Hrs/Units Rate Subtotal Total 2.5 $62.60 $156.50 2.5 $60.50 $151.25 2.5 $50.24 $125.60 2.5 $55.92 $139.80 $58.67 $0.00 5 $42.06 $210.30 2.5 $49.36 $123.40 $906.85 262.99 $1,169.84 2.5 $64.86 $162.15 $10.00 $0.00 2.5 $52.79 $131.98 $25.70 $0.00 2.5 $35.96 $89.90 2.5 $12.39 $30.98 2.5 $10.00 $25.00 2.5 $58.17 $145.43 $17.00 $0.00 $15.05 $0.00 $8.14 $0.00 $585.43 122.94 $708.36 $0.00 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 $1,878.20 CA-1 A.1 /77 eZ 07— To tet q-a 751-a- In d" OLAA To zz) H. c P- 17 . c 'T r a �� ► jS �� �z . 7,6 s-r�26 y Z. o -- � / � - L. i2 v';` � ,tiJ i�✓ti. �,/y-e�.✓.1�� �S � �L. Ty c�-� 4�v z-z Z 0 -F _ Z j-f ►L s^l-AQ rS � 7 ; 66 .9m 4,7Y1-27-" oc.) L� ---- - t�t (0v ------------- R. L. Alia Company Work for City of Renton 6/17/2011 Benson Road WM Shift hour reduction issue 8:30 AM - 3:30 PM - 1.5 hour (19%) reduction Standby LABOR Hrs/Units Rate Subtotal Total Foreman 1.5 $62.60 $93.90 Operator 1.5 $60.50 $90.75 Pipelayer 1.5 $50.24 $75.36 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 2 each 3 $42.06 $126.18 Laborer $49.36 $0.00 $386.19 29% markup $112.00 $498.19 COMPANY EQUIPMENT 200 Komatsu Standby rate 1.5 $10.00 $15.00 938 Loader Standby rate 1.5 $8.66 $12.99 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton Standby rate 1.5 $1.00 $1.50 3/4 Ton pickup Standby rate 1.5 $1.40 $2.10 JD 160 Standby rate 1.5 $9.90 $14.85 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $46.44 21 % markup 9.75 $56.19 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup 0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $554.38 R. L. Alia Company Work for City of Renton Benson Road WM 6/20/2011 Shift hour reduction issue 8:30 AM - 3:30 PM - 1.5 hour (19%) reduction Managed to keep crews productive in AM except for these dates Overtime needed this afternoon. Needed 8 hours to complete the work. LABOR Hrs/Units Rate Subtotal Total Foreman OT 1.5 $84.73 $127.10 Operator OT 1.5 $81.57 $122.36 Pipelayer OT 1.5 $69.20 $103.80 Truck Driver OT 1.5 $74.97 $112.46 Carpenter $58.67 $0.00 Flagger OT 2 each 3 $56.93 $170.79 Laborer $49.36 $0.00 $636.50 29% markup $184.58 $821.08 COMPANY EQUIPMENT 200 Komatsu Standby rate 1.5 $10.00 $15.00 938 Loader Standby rate 1.5 $8.66 $12.99 580 Case $25.70 $0.00 10 CY Dump Truck Standby rate 1.5 $3.61 $5.42 1-Ton Standby rate 1.5 $1.00 $1.50 3/4 Ton pickup Standby rate 1.5 $1.40 $2.10 JD 160 Standby rate 1.5 $9.90 $14.85 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 0.00 $51.86 21 % markup $10.89 $62.74 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $883.82 R. L. Alia Company Work for City of Renton 6/22/2011 Benson Road WM Shift hour reduction issue 8:30 AM - 3:30 PM - 1.5 hour (19%) reduction 1.5 hour OT needed to complete road restoration. Cut and cap day. LABOR Hrs/Units Rate Subtotal Total Foreman OT 1.5 $84.73 $127.10 Operator OT 1.5 $81.57 $122.36 Pipelayer OT 1.5 $69.20 $103.80 Truck Driver OT 1.5 $74.97 $112.46 Carpenter $58.67 $0.00 Flagger OT 2 each 3 $56.93 $170.79 Laborer $49.36 $0.00 $636.50 29% markup $184.58 $821.08 COMPANY EQUIPMENT 200 Komatsu Standby rate 1.5 $10.00 $15.00 938 Loader Standby rate 1.5 $8.66 $12.99 580 Case $25.70 $0.00 10 CY Dump Truck Standby rate 1.5 $3.61 $5.42 1-Ton Standby rate 1.5 $1.00 $1.50 3/4 Ton pickup Standby rate 1.5 $1.40 $2.10 JD 160 Standby rate 1.5 $9.90 $14.85 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $51.86 21 % markup $10.89 $62.74 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup 0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $883.82 R. L. Alia Company Work for City of Renton 6/22/2011 Benson Road WM Shift hour reduction issue 8:30 AM - 3:30 PM - 1.5 hour (19%) reduction Standby LABOR Hrs/Units Rate Subtotal Total Foreman 1 $62.60 $62.60 Operator 1 $60.50 $60.50 Pipelayer 1 $50.24 $50.24 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 2 each 2 $42.06 $84.12 Laborer $49.36 $0.00 $257.46 29% markup $74.66 $332.12 COMPANY EQUIPMENT 200 Komatsu Standby rate 1 $10.00 $10.00 938 Loader Standby rate 1 $8.66 $8.66 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton Standby rate 1 $1.00 $1.00 3/4 Ton pickup Standby rate 1 $1.40 $1.40 JD 160 Standby rate 1 $9.90 $9.90 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $30.96 21 % markup $6.50 $37.46 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $369.59 R. L. Alia Company Work for City of Renton 6/23/2011 Benson Road WM Shift hour reduction issue 8:30 AM - 3:30 PM - 1.5 hour (19%) reduction Standby LABOR Hrs/Units Rate Subtotal Total Foreman 1 $62.60 $62.60 Operator 1 $60.50 $60.50 Pipelayer 1 $50.24 $50.24 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 2 each 2 $42.06 $84.12 Laborer $49.36 0.00 $257.46 29% markup $74.66 $332.12 COMPANY EQUIPMENT 200 Komatsu Standby rate 1 $10.00 $10.00 938 Loader Standby rate 1 $8.66 $8.66 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton Standby rate 1 $1.00 $1.00 3/4 Ton pickup Standby rate 1 $1.40 $1.40 JD 160 Standby rate 1 $9.90 $9.90 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $30.96 21 % markup $6.50 $37.46 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21% markup $0.00 $0.00 Total $369.59 R. L. Alia Company Work for City of Renton 6/24/2011 Benson Road WM Shift hour reduction issue 8:30 AM - 3:30 PM - 1.5 hour (19%) reduction Standby LABOR Hrs/Units Rate Subtotal Total Foreman 1 $62.60 $62.60 Operator 1 $60.50 $60.50 Pipelayer 1 $50.24 $50.24 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 2 each 2 $42.06 $84.12 Laborer $49.36 $0.00 $257.46 29% markup $74.66 $332.12 COMPANY EQUIPMENT 200 Komatsu Standby rate 1 $10.00 $10.00 938 Loader Standby rate 1 $8.66 $8.66 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton Standby rate 1 $1.00 $1.00 3/4 Ton pickup Standby rate 1 $1.40 $1.40 JD 160 Standby rate 1 $9.90 $9.90 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $30.96 21 % markup $6.50 $37.46 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup 0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $369.59 i f) 1- sn Cp Ty A j — r tn e too u _ — AA =i A -y�4 i —y c -� i 2 �4 T 5 T A �j J -Zc ; ,v r S j3,,-i — t -rnA 6- L c( . T� h c�—t.� -n.6QL �� �T � � � �-� 27 To l .t LU i NCl �dh� _ 4 l (2(C'` c-cjg, - --- S? -F- L i c r LLB' 1'- ' `� �� T Y C. Ull� i-P . S 'T `[ ` l C �p,� Y4 L'\ F k.1 ✓.n../+ to Ln C 11 P" - -Z, � 'ZoOL4 1 �--z,Z G's k v -e, i 1„ ,Z �� top_sS z vu p� {� Pe Lam" l 3; I:=- L t4- � a -SIZ D H�PAc 3 �2 YNc;v `k � -Z o v L -k- 1?3 �LAa,�Z- Z \-,n_ 1-a 3 N. <- cL,,f I-,G1 -���..�� s �; R. L. Alia Company Work for City of Renton Benson Road WM Conflict Issue 06/24/11 Potholed existing duct bank 6/24/11 AM. Bottom of duct bank is 7' below surface. Top of WM must be 7.5' below surface to clear duct bank. Bottom of WM must be 9' below surface to clear duct bank. WM top of pipe at STA 9+88 is locked in (4.5' to top, 6' to bottom) for connection. Cannot "break" Tyton Joints between stations to clear duct bank. Need to install MJ bends/blocks to go under duct bank, or find "window" in duct bank to lay WM thru. Alia hand chips away CDF from duct bank in effort to find "window." Time restriction does not allow completion of this process. Next shift Alia hand chips CDF and finds "window", completes removal of CDF and provides straight alignment of WM thru duct bank. No bends/blocks required. LABOR Hrs/Units Rate Subtotal Total Foreman 2 $62.60 $125.20 Operator 2 $60.50 $121.00 Pipelayer 2 $50.24 $100.48 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 3 each 6 $42.06 $252.36 Laborer $49.36 $0.00 $599.04 29% markup $173.72 $772.76 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 200 Komatsu Standby rate 1 $10.00 $10.00 938 Loader Standby rate 2 $8.66 $17.32 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton 2 $12.39 $24.78 3/4 Ton pickup Standby rate 2 $1.40 $2.80 JD 160 Standby rate 2 $9.90 $19.80 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 150 CFM Compressor 2 $8.14 $16.28 $155.84 21% markup $32.73 $188.57 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS. RENTALS. OTHER United Rentals Chipping Gun 1 $77.46 $77.46 $0.00 0.00 $77.46 21 % markup $16.27 $93.73 Total $1,055.05 ®United Rentals® 3400 LIND A ENUE SW RENTAL RETURN RENTON, WA 98055 INVOICE 800-UR-RENTS (800-877-3687) 425-656-5940 425-251-904I FAX unitedrentals.com # 94141401-001 0 SEATTLE STEAM JUN 3 0 2011 -H 1319 WESTERN AVE OFF SENECA ST 0 SEATTLE, WA 98101-2019 h Office: 425-226-.8100 Cell: 206-423-3680 4.3.1260 1 MB 0.390 28249S21.pO6 1 of 1 300 RL ALIA CONSTRUCTION 107 WILLIAMS AVE S RENTON WA 98057-2149 01260 Please detach and return too Dortion with Davment Customer Number 225308 Invoice Date 6/24/11 Rental Out 6/24/11 11:11 AM Rental In 6/24/11 1:04 PM Job Location: SEATTLE STEAM, SEATTLE Job Number 13- RL ALIA CONSTRUC P.O. Number BENSON WATERLINE Ordered By SYD Written By URB98GM Salesperson 1295 PAYMENT OF $77.46 DUE ON 7/24/11 PAYMENT OPTIONS: Check(Mail) - Check(Fax) - Credit Card(Phone) BILLING INQUIRIES: Ph# 800-509-1197 Fx# 209-579-7960 �_.. ...w .,.,.. ....« «..Po u.. REMIT TO: UNITED RENTALS NORTHWEST, INC. FILE 51122 LOS ANGELES, CA 90074-1122 RENTAL Qty ITEMS: - Equipment Description Minimum Day Week 4 Week Amount 1 1193900 AIR CHIPPING GUN 15# 58.00 58.00 183.00 329.60 58.00 Make: APT Model: M263 Serial: 30001299 Actual number 894489 2 110/4722 OVAL COLLARED MOIL POINT 12" 9.75 14.00 30.00 36.00 9.75 2 110/4693 OVAL COLLARED CHISEL 121, 9.75 14.00 30.00 36.00 N/C N/c did not use Rental Subtotal: 67.75 SALES/MISCELLANEOUS ITEMS: Qty Item Price Unit of Measure Extended Amt. 1 GLASSES, SFTY INTERCEPTOR GRY-FRM W/GRY [INT010/SEXTN] 2.990 (PR) PAIR 2.99 Sales/Misc Subtotal: 2.99 Agreement Subtotal: 70.74 Tax: 6.72 Total: 77.46 COMMENTS/NOTES: CONTACT: JASON MCGOVERN CELL#: 206-423-3680 CALL JASON TO MAKE SURE THE DROP SITE THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. Page: 1 R. L. Alia Company Work for City of Renton Benson Road WM Conflict Issue 06/27/11 Potholed existing duct bank 6/24/11 AM. Bottom of duct bank is T below surface. Top of WM must be 7.5' below surface to clear duct bank. Bottom of WM must be 9' below surface to clear duct bank. WM top of pipe at STA 9+88 is locked in (4.5' to top, 6' to bottom) for connection. Cannot "break" Tyton Joints between stations to clear duct bank. Need to install MJ bends/blocks to go under duct bank, or find "window" in duct bank to lay WM thru. Alia hand chips away CDF from duct bank in effort to find "window." Time restriction does not allow completion of this process. Next shift Alia hand chips CDF and finds "window", completes removal of CDF and provides straight alignment of WM thru duct bank. No bends/blocks required. LABOR Hrs/Units Rate Subtotal Total Foreman 3 $62.60 $187.80 Operator 3 $60.50 $181.50 Pipelayer 3 $50.24 $150.72 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 3 each 9 $42.06 $378.54 Laborer $49.36 $0.00 $898.56 29% markup $260.58 $1,159.14 COMPANY EQUIPMENT 200 Komatsu 2 $64.86 $129.72 200 Komatsu Standby rate 1 $10.00 $10.00 938 Loader Standby rate 3 $8.66 $25.98 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton 3 $12.39 $37.17 3/4 Ton pickup Standby rate 3 $1.40 $4.20 JD 160 Standby rate 3 $9.90 $29.70 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 150 CFM Compressor 3 $8.14 $24.42 $261.19 21 % markup $54.85 $316.04 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS. OTHER United Rentals Chipping Gun 1 $109.84 $109.84 $0.00 0.00 $109.84 21 % markup $23.07 $132.91 Total $1, 608.09 ®LOCATION Rentals0A ENUE SW RENTON, WA 98055 800-UR-RENTS (800-877-3687) 425-656-5940 425-251-9041 FAX unitedrentals.com O RL ALIA CONSTRUCTION 41 WILL CALL RENTON #652 i! )$ c ?D', cc RENTON, WA 98055 O h Office: 425-226-8100 Job: 206-722-4900 4.4.1294 1 MB 0.390 28654S21.pO6 1 of 1 300 RL ALIA CONSTRUCTION 107 WILLIAMS AVE S RENTON WA 98057-2149 01294 _ _ _ _ _ _ _ _ _ _ _ _ _ _ Please detach and retum top portion with payment RENTAL Qty ITEMS: Equipment Description Minimum 1 1193900 AIR CHIPPING GUN 15# 58.00 Make: APT Model: M263 Serial: 30001299 1 110/4690 ROUND COLLARED CHISEL 9.75 Did not take 1 110/4720 ROUND COLLARED MOIL POINT 9.75 Did not take 1 110/4677 ROUND COLLARED CLAY SPADE RENTAL RETURN INVOICE Customer Number 225308 Invoice Date 6/27/11 ' Rental Out 6/27/11 7:02 AM Rental In 6/27/11 1:56 PM - Job Location: WILL CALL RENTON #652, RENT Job Number 8 - RL ALIA CONSTRUC P.O. Number Ordered By BENSON RD WATERLINE SYD/VJ/CPU Written By URB98GM-14 Salesperson 8168 ... . .. . .... . ..... . I ... ...... .. .. PAYMENT OF $109.84 DUE ON 7/27/11 _. . PAYMENT OPTIONS: Check(Mail) - Check(Fax) - Credit Card(Phone) BILLING INQUIRIES: Ph# 800-509-1197 Fx# 209-579-7960 REMIT TO: UNITED RENTALS NORTHWEST, INC. FILE 51122 LOS ANGELES, CA 90074-1122 Day Week 4 Week 58.00 183.00 329.00 14.00 30.00 36.00 14.00 30.00 36.00 17.00 17.00 17.00 Rental Subtotal: Agreement Subtotal: Tax: Total: Amount 58.00 14.00 14.00 14.31 100.31 100.31 9.53 109.84 THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. Page: 1 w S ► 6 I ;2-477 T� LoC' icl� n /ti''�CN✓Vl S Ca,, -t l C- T- -Ta 12400 T u STA / Z i l4U OT V4 U lCTV2 V�1 �Cx) Pe -l- - s �li 0 L tc- Lury � 1 Tvy 1 L.12 a C-1 r� R. L. Alia Company Work for City of Renton 06/28/11 Benson Road WM Conflict Issue conflict with existing 14" WM. Plan shows perpendicular crossing of 14" WM @ STA 12+77. Actual location of 14" WM is �- conflict STA 12+00 to STA 12+40. Pot hole extra scope to establish redesign needs (40 LF long). 10:00 to 11:00 AM LABOR Hrs/Units Rate Subtotal Total Foreman $62.60 $0.00 Operator 1 $60.50 $60.50 Pipelayer 1 $50.24 $50.24 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 3 each 3 $42.06 $126.18 Laborer $49.36 $0.00 $236.92 29% markup $68.71 $305.63 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 938 Loader $52.79 $0.00 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton 1 $12.39 $12.39 3/4 Ton pickup $10.00 $0.00 JD 160 $58.17 $0.00 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $77.25 21 % markup $16.22 $93.47 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $399.10 R. L. Alia Company Work for City of Renton Benson Road WM Conflict Issue Cease pipeline installation due to redesign. Standby 11:30 to 1:30 06/28/11 LABOR Hrs/Units Rate Subtotal Total Foreman 2 $62.60 $125.20 Operator 2 $60.50 $121.00 Pipelayer 2 $50.24 $100.48 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 3 each 6 $42.06 $252.36 Laborer $49.36 $0.00 $599.04 29% markup $173.72 $772.76 COMPANY EQUIPMENT 200 Komatsu Standby rate 2 $10.00 $20.00 938 Loader Standby rate 2 $8.66 $17.32 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton Standby rate 2 $1.00 $2.00 3/4 Ton pickup $10.00 $0.00 JD 160 Standby rate 2 $9.90 $19.80 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $59.12 21 % markup $12.42 $71.54 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $844.30 i � n UIC m •l jA ---c - Z vU L (L-A 1/ Z Y�o,n1 )4FC5 L-A YV\'% ,v `, AP- 1( i �-c l ✓� y -e,/2- R. L. Alia Company Work for City of Renton Benson Road WM Conflict Issue Ex out, disposal,backfill for 14" cut and cap, backfill patch 06/29/11 LABOR Hrs/Units Rate Subtotal Total Foreman 4 $62.60 $250.40 Operator 2 $60.50 $121.00 Pipelayer 4 $50.24 $200.96 Truck Driver 1.5 $55.92 $83.88 Carpenter $58.67 $0.00 Flagger 2 each 8 $42.06 $336.48 Laborer $49.36 $0.00 $992.72 29% markup $287.89 $1,280.61 COMPANY EQUIPMENT 200 Komatsu 0.5 $64.86 $32.43 938 Loader $52.79 $0.00 580 Case $25.70 $0.00 10 CY Dump Truck 1.5 $35.96 $53.94 1-Ton 3 $12.39 $37.17 3/4 Ton pickup $10.00 $0.00 JD 160 1 $58.17 $58.17 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 Komatsu Mini Exc 1 $15.64 $15.64 $197.35 21 % markup $41.44 $238.79 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER Washed Rock, CY 1 $20.00 $20.00 Dump Fee, CY 4 $7.00 $28.00 H D Fowler, 14" MJ Cap w/accessories 1 $148.58 $148.58 Cemex, Ecology Block 1 $40.00 $40.00 0.00 $236.58 21 % markup $49.68 $286.26 Total $1, 805.66 08:40 ESTIMATING 4256444634 P.006i007 Bid No: B169372 Page 6 of 7 Line Qty UoM Description unit Price Extended Price 115 18.25 EA 24" CL 52 D I PIPETJ,C151/A21.51,C104,C/L,18.2S' NOM. LGTH,SBR 72.35 1,320.39 �- GASKEr,ASPHALTIC COATED (112.5 LES/FT) 3Q FT POLYWRAP BAG FOR 20" & 24" X 18' LONG PIPE,54" X 20' SECTIONS, 8 MIL 0.84 25.20 117 2' EA 16" COMPACT BODY MJ ACCESSORIES KIT COMPLETE WITH GLAND, GASKET 53.76 107.52 118 8 EA AND (12) 3/4" X 4" T-90LTS 24" COMPACT BODY M! ACCESSORY KIT COMPLETE WITH GLAND, GASKET 140.80 422.40 AND (16) 3/4" X 4.5" T-BOLTS 119"' EA •eta" MJ CAP TAPPED 2" IP DI,SSB,AWWA C153, LESS ACCESSORIES (93 LBS) 160.00 160.00 120. *** EA' 3/4" STAR BOLT 5" LONG 7.07 **'" 121 *"* FT 3/4" PLATED ALL THREAD,A36 ROD, 10 FT LENGTH, IMPORT 3.00 "* * 122 *" " EA 3/4" PLATED NUT, A307 GRADE A 0.25 * *' 123 '"** EA 3/4" PLATED WASHER, A307 GRADE A 0.17 Section Subtotal: 3,029.E 1 Btta ITEM 417 CUT, CAP AND B.LQCK 45.33 124 1 EA 10" MJ CAP DI,SSB,AWWA C153,LESS ACCESS (35 LBS) .5Ufvvn 45.33 125 2 EA 16" M1 CAP,DI,SSB;AW WA C153,LESS ACCESSORIES (93 LBS) 138.67 277.34 126 2 EA 6" BLIND FLANGE DI AWWA C110 NORMALLY BARE FINISH (28 LBS) 51.84 203.68 127 2 EA 1, 1 M1 CAP DI,SSB AWYJA CIS3,LESS ACCESS (85 LBS) 206.94 128. 1 EA 10" COMPACT BODY MJ ACCESSORIES KIT COMPLETE WITH GLAND, GASKET 31.36 31.36 AND (8) 3/4" X 3.5" T-BOLTS 129 2 EA 14" COMPACT BODY MJ ACCESSORIES KIT COMPLETE WITH GLAND, GASKET 50.56 101.12 AND (10) 3/4" X 4" T-BOLTS 130 2 EA 16" COMPACT BODY MJ ACCESSORIES KIT COMPLETE WITH GLAND, GASKET 53.76 107.52 AND (12) 3/4" X 4" T-BOLTS 131 2 EA 6" PLATED BOLT & NLrr KIT, A307 GRADE A, ($EA 3/4" X 3-1/4" BOLT WITH 8.53 17.06 NUT) 132 2 EA 6" 1/8" FULL FACE RED RUBBER, GASKET,150# 2.92 5.84 Section Subtotal: 896.19 Approximate Total 131,813.00 NOTE. *** = Contractor to Determine Quantity. Items marked ***are not included in totals. 5kcamIV INVOICE ttt� tttt� ax PARTh1ER OFTHE NEAR CEMEX Construction Materials Pacific, LLC Date 06/23/11 Rinker Materials Nevada Invoice No. 9421757000 Associated Sand & Gravel Reference No. Terms: Net 30th prox J U i_ ® 5 2011 Payment Due On 07/31 /11 Job No. 13348931 Remit To: Legal Address: NORTHSHORE SITE D CElVMEX Customer Job No. PO Box 73261 Account: 3034051 Chicago, IL 60673-3261) For All Inquiries Call: 800-355-2772 11111111111 III III ❑00906 CD Otnzi 0 Y 1�0Cn OQ o>N tJ Cn N O PO Number Deliver-y Address City DATE DELIVERY Zip Code PRODUCT PRODUCT DELIVERED NET UNIT SHIPPED NUbIBI%lt RLI# PRICED MATERIAL CODI DESCRIPTION PRICI?FREIGHT PIITYIUO�11 —� tl']'V UoNt UNITS AMOUNT �r �rr�rr�rc •• viva ] nJnumr- Si ] E Lj RENTON 980552149 06/23/11 8050040905 1289025 "2 1/2'x2 1/2'x2 1/2,SUPER 1T ECOLOGY BL 2.000 PC 40.00 1 PC 2.000 80.00 0.00 PO Subtotal: 0.00 Yards 0.00 Tons 80.00 Material 0.00 Freight 0.00 Other 0.00 Tax 80.00 Total Yards 0.00 1 Tons 0.00 Frei ht Total 0.00 1 Other 0.00 Sales Tax Total 0.00 1 lnvoice Total 80.00 PAGE # 1 This Invoice incorporates herein by reference Buyer's previously executed Credit Application, if any, Sellers Standard Terris and Conditions, Sellers Quotation and Seller's Order Contirtnalion (including limitations of wamin ies), as Cully set forth on this Invoice (".Agreement"). Buyer agrees that, unless otherwise noted herein, all quantities and items were delivered as indicated and fwther expressly agrees to tiny in accordance with this Agreement. R. L. Alia Company Work for City of Renton Benson Road WM Conflict Issue Pothole for deadman @ 5th & Main, backfill patch 06/29/11 LABOR Hrs/Units Rate Subtotal Total Foreman $62.60 $0.00 Operator 0.5 $60.50 $30.25 Pipelayer 0.5 $50.24 $25.12 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 2 each $42.06 $0.00 Laborer $49.36 $0.00 $55.37 29% markup $16.06 $71.43 COMPANY EQUIPMENT 200 Komatsu 0.5 $64.86 $32.43 938 Loader $52.79 $0.00 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton 0.5 $12.39 $6.20 3/4 Ton pickup $10.00 $0.00 JD 160 $58.17 $0.00 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 Komatsu Mini Exc 0.5 $15.64 $7.82 $46.45 21 % markup $9.75 $56.20 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $127.63 R. L. Alia Company Work for City of Renton Benson Road WM Conflict Issue Cut, remove, drain 14" WM plug end 06/29/11 LABOR Hrs/Units Rate Subtotal Total Foreman $62.60 $0.00 Operator 1 $60.50 $60.50 Pipelayer 1 $50.24 $50.24 Truck Driver $55.92 $0.00 Carpenter $58.67 $0.00 Flagger 2 each $42.06 $0.00 Laborer $49.36 $0.00 $110.74 29% markup $32.11 $142.85 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 938 Loader $52.79 $0.00 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 1-Ton 1 $12.39 $12.39 3/4 Ton pickup $10.00 $0.00 JD 160 $58.17 $0.00 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 Komatsu Mini Exc $15.64 $0.00 $77.25 21 % markup $16.22 $93.47 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS. RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $236.33 .6p c�_s. V it vl"*, u to / -- - -GEC r' 1� ►2. i i�e-✓Z � -7/S -4� t T YLk 16 0 �k NZ- o cirti to I� 1r�? ,'� c, -.> VJ - l p��'� v►1 C �C '7/ -7 'OL K-0 mg w� c l� l-E c c ou Q &PT __ v ►A c, L T , Oj 14y� ti R. L. Ali@ Company Work for City of Renton Benson Road WM 07/01/11 Conflicts Encountered - 6 each unrecorded 6" PVC crossing pipes (some 2 each per corssing). Where direct conflict w/16" WM occurred, the 6" stubs were cut and capped. Where the 16" WM could be deflected, the pipe would be deflected below the 6" PVC pipes to preserve them. Direct conflict - No room to deflect. Cut and cap 2 each 6" stubs. LABOR Hrs/Units Rate Subtotal Total Foreman 0.5 $62.60 $31.30 Operator 2 each 1 $60.50 $60.50 Pipelayer 0.5 $50.24 $25.12 Truck Driver 0.5 $55.92 $27.96 Carpenter $58.67 $0.00 Flagger 2 each 1 $42.06 $42.06 Laborer $49.36 $0.00 $186.94 29% markup $54.21 $241.15 COMPANY EQUIPMENT 200 Komatsu 0.5 $64.86 $32.43 938 Loader 0.5 $52.79 $26.40 580 Case $25.70 $0.00 10 CY Dump Truck 0.5 $35.96 $17.98 1-Ton 0.5 $12.39 $6.20 3/4 Ton pickup 0.5 $10.00 $5.00 JD 160 0.5 $58.17 $29.09 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $117.09 21% markup $24.59 $141.67 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS. RENTALS, OTHER McLendons - Caps 1 $84.96 $84.96 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $84.96 21 % markup $17.84 $102.80 Total $485.63 McLENDON HARDWARE - RENTON PAGE NO 1 440 RAINIER AVE SO RENTON, WA 98057 PHONE: (425) 235-3555 Ask about our Price Matching Guarantee ---------------------------------------- Cust No Job No I Purchase Order Reference Terms Clerk Date Time 100640 BENSON RD PO # BENSON RD NET ili^ I HOLLY SA I 7/ 7/11 112:09 Sold To: Ship To: R L ALIA COMPANY DOC# 333214/2 107 WILLIAMS AVE S TERM#271 ************* RESALE#: 600 149 378 * INVOICE RENTON WA 98057 (425) 22 6-8 10 0 TAX 862 TAXABLE - RENTON LN# SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE/PER EXTE75.22CN 1 2 EA 293550 CAP SLIP bin GASKET 19.99 2 18.99 /EA _ i EA 293130 CAP SEWER 6in 5.49 1 5.21 /EA 3 1 EA 293550 CAP SLIP 6in GASKET 19.99 1 18.99 /EA 4 1 EA 10980510 FOAM GREAT STUFF BIG GAPS 12oz 4.99 1 4.74 /EA 4.74 CN 5 1 EA 150230 GLUE SPRAY 90 HI STRGTH 16.25oz 14.99 1 14.24 /EA 14.24 CN 6 1 EA 227240 FOAM GREAT STUFF 12oz MS1212-01_ 3.99 1 3.79 /EA 3.79 CN tl 1 A TOT WT: 3.93 ** AMOUNT CHARGED TO STORE ACCOUNT ** 84.96 TAXABLE 0.00 NON-TAXABLE 84.96 (VITO ALIA ) SUBTOTAL 84.96. TAX AMOUNT 0.00 TOTAL AM UNT 84.96 r ' Received By R. L. Alia Company Work for City of Renton 07/05/11 Benson Road WM Conflicts Encountered - 6 each unrecorded 6" PVC crossing pipes (some 2 each per corssing). Where direct conflict w/16" WM occurred, the 6" stubs were cut and capped. Where the 16" WM could be deflected, the pipe would be deflected below the 6" PVC pipes to preserve them. WM deflected below pipes to preserve stubs. LABOR Hrs/Units Rate Subtotal Total Foreman 0.75 $62.60 $46.95 Operator 2 each 1.5 $60.50 $90.75 Pipelayer 0.75 $50.24 $37.68 Truck Driver 0.75 $55.92 $41.94 Carpenter $58.67 $0.00 Flagger 2 each 1.5 $42.06 $63.09 Laborer $49.36 $0.00 $280.41 29% markup $81.32 $361.73 COMPANY EQUIPMENT 200 Komatsu 0.75 $64.86 $48.65 938 Loader 0.75 $52.79 $39.59 580 Case $25.70 $0.00 10 CY Dump Truck 0.75 $35.96 $26.97 1-Ton 0.75 $12.39 $9.29 3/4 Ton pickup 0.75 $10.00 $7.50 JD 160 0.75 $58.17 $43.63 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $175.63 21 % markup $36.88 $212.51 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup 0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 0.00 Total $574.24 R. L. Alia Company Work for City of Renton 07/06/11 Benson Road WM Conflicts Encountered - 6 each unrecorded 6" PVC crossing pipes (some 2 each per corssing). Where direct conflict w/16" WM occurred, the 6" stubs were cut and capped. Where the 16" WM could be deflected, the pipe would be deflected below the 6" PVC pipes to preserve them. WM deflected below pipes to preserve stubs. Pipes must be cut & reconnected to allow tunnel room/reduce dive -down depth. LABOR Hrs/Units Rate Subtotal Total Foreman 1 $62.60 $62.60 Operator 2 each 2 $60.50 $121.00 Pipelayer 1 $50.24 $50.24 Truck Driver 1 $55.92 $55.92 Carpenter $58.67 $0.00 Flagger 2 each 2 $42.06 $84.12 Laborer $49.36 $0.00 $373.88 29% markup $108.43 $482.31 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 938 Loader 1 $52.79 $52.79 580 Case $25.70 $0.00 10 CY Dump Truck 1 $35.96 $35.96 1-Ton 1 $12.39 $12.39 3/4 Ton pickup 1 $10.00 $10.00 JD 160 1 $58.17 $58.17 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $234.17 21 % markup $49.18 $283.35 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER McLendons, 6" PVC Pipe 1 $106.27 $106.27 McLendons, 6" Fernco Couplings 4 $21.84 $87.36 $0.00 $0.00 $0.00 $0.00 0.00 $193.63 21 % markup $40.66 $234.29 Total $999.94 McLENDON HARDWARE - RENTON PACE 440 RAINIER AVE SO RENTON, WA 98057 PHONE: (425) 235-3555 Ask about our Price Matching Guarantee i.�. Cust No Job No Purchase Order Reference Terms -Clerk Date Time ' 10069G I RENTON WATER PO # RENTON WATER NET 11TH IRIS H 7/ 1/11 9150 h Sold To: Ship To: R L ALIA COMPANY DOC# 332835/2 s. ,107 WILLIAMS AVE.S 1 TERM#271 *******•**•** ( RESALE#: 600 149 378 * INVOICE RENTON WA 98057 If ************* (4.25) 226-8100 +` TAX 862 TAXABLE RENTON LN# SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE PER EXTENSION I 2 14 10443455 PIPE GASKETED SEWER 6n #3034 2 106.275/14 212.55 CN• 2/14 FT Length - $61.53 per EA 61013750 FERNCO COUPLING 6 22.99 4 21.84 /EA 87.36 CN * '#. - I i I 1 ** AMOUNT CAGED TO STORE ACCOUNT ** 299.91 TAXABLE 0.00 -_ NON-TAXABLE 299.91 (LEITH LYCKSELL ) SUBTOTAL 299.91 - TOT WT:.9.20 R. L. Alia Company Work for City of Renton Benson Road WM 07/07/11 Conflicts Encountered - 6 each unrecorded 6" PVC crossing pipes (some 2 each per corssing). Where direct conflict w/16" WM occurred, the 6" stubs were cut and capped. Where the 16" WM could be deflected, the pipe would be deflected below the 6" PVC pipes to preserve them. Crossing @ Main & 4th. Existing sewer trench restored with 6" asphalt over 15" of concrete. Backhoe could of pull out despite 1' sawcut. Required 200 Komatsu w/breaker brought in to break before excavation could occur. LABOR Hrs/Units Rate Subtotal Total Foreman 1 $62.60 $62.60 Operator 2 each 2 $60.50 $121.00 Pipelayer 1 $50.24 $50.24 Truck Driver 1 $55.92 $55.92 Carpenter $58.67 $0.00 Flagger 2 each 2 $42.06 $84.12 Laborer $49.36 $0.00 $373.88 29% markup $108.43 $482.31 COMPANY EQUIPMENT 200 Komatsu 1 $64.86 $64.86 938 Loader 1 $52.79 $52.79 580 Case $25.70 $0.00 10 CY Dump Truck 1 $35.96 $35.96 1-Ton 1 $12.39 $12.39 3/4 Ton pickup 1 $10.00 $10.00 JD 160 1 $58.17 $58.17 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 3" Pump $6.00 $0.00 $234.17 21 % markup $49.18 $283.35 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $765.65 C-- C- c �3 C ; � o � PL LA v� � c �,2 ice✓C, CM-) n LA I IA c 7— pq�X V� cc L,<l 6((- Lo l,v % 14" CAJ ►N� -e LA yO 2- to 2 k 0� -3 as 7 ,7L)� (A --eXlw-A -Z AP- (:�T R. L. Alia Company Work for City of Renton 07/14/11 Benson Road WM Conflict Issue Comcast Duct Bank and City of Renton unrecorded conduits cause conflict Cannot excavate below 14" WM as shown due to unrecorded Comcast duct bank on east side and City of Renton conduits on west side. Ground is extremely hard. Must excavate and hand chip. Creates 2 hours extra work, all overtime. LABOR Hrs/Units Rate Subtotal Total Foreman OT $84.73 $0.00 Operator OT 2 $81.57 $163.14 Pipelayer OT 2 $69.20 $138.40 Truck Driver - OT 2 $74.97 $149.94 Carpenter $58.67 $0.00 Flagger OT 3 each 6 $56.93 $341.58 Laborer OT 2 $67.87 $135.74 $928.80 29% markup $269.35 $1,198.15 COMPANY EQUIPMENT 200 Komatsu 2 $64.86 $129.72 200 Komatsu $10.00 $0.00 938 Loader 2 $52.79 $105.58 580 Case $25.70 $0.00 10 CY Dump Truck 2 $35.96 $71.92 1-Ton 2 $12.39 $24.78 3/4 Ton pickup 2 $10.00 $20.00 JD 160 2 $58.17 $116.34 Mecahnic 1-Ton $17.00 $0.00 Sweeper $15.05 $0.00 150 CFM Compressor $8.14 $0.00 $468.34 21 % markup $98.35 $566.69 SUCONTRACTORS $0.00 $0.00 0.00 $0.00 12% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 0.00 $0.00 21 % markup $0.00 $0.00 Total $1, 764.84 mj, 4 "A l McIA l L4, S �4;-7- 1 C'OnhG(. � 0"-\ ti 03/11/2011 7-09.3(25) Joint Restraint Systems Section 7-09.3(25) is a new additional section: General: Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the Engineer. Materials: Steel types used shall be: High strength low -alloy steel (cor-ten). ASTM A242, heat -treated, superstar "SST" series. High strength low -alloy steel (cor-ten), ASTM A242, superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A 123 for galvanizing roiled, pressed and forged steel shapes. jointo nt res ra:nur Tstem .. ..�o• aa. ,..ou u,u�.. o)o,.�.u, •.vnipvn�u w. Tiebolt: ASTM A242, type 2, zinc plated or hot -dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full -body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufacturer's reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4", ASTM A563, grade A, zinc plated or hot -dip galvanized. Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot -dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S 10: for 5/8" and 3/4" tierods, ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot -dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI B1.1. S12: 5/8" and 3/4" diameter, ASTM A36, A307. Tiewasher: round flat washers, zinc plated or hot -dip galvanized. SS17: ASTM A242, F436. S 17: ANSI B 18.22.1. Installation: Install the joint restraint system in accordance with the manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. 88 Page 250 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 03/11/2011 Pipe Diameter Number of 3/4" Tie Rods Required 411 ............................................. 2 6".............................................2 811 ............................................. 3 10"............................................ 4 1211 ............................................6 1411 ............................................ 8 1611 ............................................ 8 18"............................................ 8 2011 ............................................10 2411............................................ 14 30"............................................ (16-7/8"rods) 36"............................................ (24-7/811rods) Where a manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flansed valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate ~pace for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the Inspector's satisfaction, with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-09.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the- cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the Plans. 7-09.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 M Page 251 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale H.D. FOWLER COMPANY PO Box 160, Bellevue, WA 98009-0160 COPY Invoice Number 12928603 BEWH # 012830 Corporate Offices 13440 SE 30th St., Bellevue, WA 98005 PO Box 160, Bellevue, WA 98009-0160 Phone 425-746-8400 • Fax 425-641-8885 Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 Fax (425) 641-8885 To: Ship to: TALBOT RD S & GRADY WAY 2/2 1 R L ALIA CONSTRUCTION RENTON WA 98057 107 Williams Ave S Order# Inv Date: Order Writer: Renton WA 98057-2149 03605288 06/10/11 PATRICK SLAGLE Terms: NET 10TH PROX Due: 07/10/11 PO/JOB: FOB: H. D. FOWLER COMPANY Ship Via: PACIFIC LOGISTICS I BENSON ROAD WATERMAIN Qty Qty Part # Unit Extended T Line Ship'd BO'd UoM Description Price Price X BID ITEM #17 CUT, CAP AND BLOCK 149 4 0 EA 16" EBAA BELL JOINT RESTRAINT SERIES #1716 433.580 1,734.32 TO BE USED ON DIP. Sub total 1,734.32 Freight 0.00 Tax 0.00 Grand Total 1,734.32 JASON Serving the Pacific Northwest since 1911 www.hdfowler.com TO OUR CUSTOMERS: (;I THESE ARE THE TERMS AND CONDITIONS OF SALE UNLESS STATED OTHERWISE ON FACE OF THIS OFFER: a. This offer will remain open for fifteen days. b. Terms of payment are net cash, due on the 10th of the month following date of shipment. c. Prices quoted are f.o.b. point of origin of shipments. d. Prices are based on current published freight rates and are subject to adjustment if freight rates dr.• increased. e. Prices do not include excise, sales or use taxes and such taxes shall be added thereto. f. Prices include domestic packing for commercial truck shipment only. 2. Fowler's offer herein is subject to approval by our Credit Department after buyer's acceptance. 3. Shipment or delivery dates are estimates of our suppliers and are computed from the time of settlement of all details and receipt of full approval of drawings, where drawing approval is required. 4. The seller will not be liable for any failure or delay in making shipment or delivery caused by any contingency beyond his control, or the control of his suppliers or manufacturers. with whom he has contracted to cover this offer: such contingencies include but are not limited to: labor conditions, material shortages, carrier delays, acts of God, fire. weather, accidents, embargoes, war. insurrection, riots, Government regulations, or other causes beyond the control of seller, its suppliers and manufacturers. The non-occurance of the above -listed contingencies with respect to the seller, its suppliers and manufacturers, is a basic assumption of this offer. in no, event will the seller be liable for consequential damages. 5. When materials are sold f.o.b. shipping point or f.o.b. shipping point freight allowed, our responsibility for loss or damage in transit terminates upon acceptance of material by the carrier. When sold f.o.b. destination, our responsibility for loss or damage terminates upon tender of delivery by the cannier. Upon receipt of shipments.. it shall he the buyer's responsibility to inspect materials and secure written acknowledgement from d livering carrier for any loss or damage Claims for shortages, other than loss In transit, must be made to us in writing within; iive (5) days after receipt of shipment. 6. Any contract resulting from the Buyer's offer may be terminated by the buyer only upon writicn consent of our home office and on terms which will indemnify Fowler against loss. 7. Material may not be returned without our written consent. Standard items normally carried in our stock. returnee: in a new condition, will be credited less Fifteen percent (15�') to cover handling costs. Special iterns manufactured to order may not be returned. All returned material must be shipped freight prepaid and the risk of less will remain with the buyer until the seller receives the goods. 8. If buyer fails to comply with terms of payment or sale, or if buyer's financial responsibility becomes impaired or unsatisfactory to us, we reserve the right to withhold further deliveries on partially filled orders and to require payment in advance or satisfactory security or guarantee that invoices will be paid when dua. Buyer agrees to accept and pay for partial shipments. The buyer will be liable for late fees on past due accounts at a per annum rate which may vary up to the maximum allowed by the law. For Washington, Oregon and Hawaii late fees will be 18' o per annum. 9. in the event any balance due is turned over to an attorney for collection wnether against buyer or through lien foreclosure, buyer shall pay all such attorneys' fees, costs and disbursements including, but not limited to, title reports, filing fees and the like. Jurisdiction shall be in the state of Washington. If suit is brought venue shall be in KING County, WA. Collection agency fees not to exceed 35% shall be paid by buyer. The company shall also be entitled to its reasonable attorney's tees and actual cost for post judgment collection. '10. THE SELLER MAKES NO WARRANTY OF MERCHANTABILITY OF THE GOODS. OF THEIR FITNESS FOR ANY PARTICULAR PURPOSE, NOR SHALL FOWLER BE REQUIRED TO HOLD THE GOODS FREE OF THE CLA!M OF ANY THIRD PERSON BY WAY OF PATENT OR TRADE -MARK INFRINGEMENT, EXCEPT UNDER THE CONDITIONS AND TO THE EXTENT. IF ANY, THAT THEY ARE WARRANTED BY THE MANUFACTURER, WHOSE WARRANTY WILL BE FURNISHED UPON WRITTEN REQUEST. The seller will not be liable for any breach of such warranty unless and until it is first given a reasonable opportunity to inspect the material alieged to be defective and the installation and use made thereof. In no event will the seller be liable for consequential damages. 11 This offer, when accepted, supersedes all previous representations, promises, agreements or understandings, written or otherwise and is intended by the parties as a complete and exclusive statement of the terms of the agreement. Any modificaiton of the terms of this agreement must be in writing signed by the party against whom such modification is to be enforced. 12. No field supervision is included unless otherwise stated. 13. Any statement contained on any purchase order or other document that is not approved or acknowledged. in writing, by H.D.Fowler Inc. is not considered a part of this agreement.