CONTRACT AWARD NOTIFICATIONSpecification Reference : SPEC-886 dated September 11, 2003 and as...

(continued) 18874a.doc/T06

State of New York Executive Department Office Of General Services

Procurement Services Group Corning Tower Building - 38th Floor

Empire State Plaza Albany, New York 12242 http://www.ogs.state.ny.us

CONTRACT AWARD NOTIFICATION

Title : Group 31503 - BITUMINOUS CONCRETE HOT MIX ASPHALT (Specific Project DOT:VPP) (State Funds)

Classification Code: 30 Award Number : 18874 (Replaces Award 02718)

Contract Period : March 1, 2004 to December 31, 2004

Bid Opening Date : January 22, 2004

Date of Issue : March 19, 2004

Specification Reference : SPEC-886 dated September 11, 2003 and as amended herein. (Supersedes SPEC-876 dated August 23, 2002)

Contractor Information : Appears on Pages 2-4 of this Award

Address Inquiries To:

State Agencies & Vendors Political Subdivisions & Others Customer Services Name :

Title : Phone : Fax : E-mail :

Mike Boggs Purchasing Officer I 518-473-2428 518-474-8676 [email protected]

Phone : Fax : E-mail :

518-474-6717 518-474-2437 [email protected]

The Procurement Services Group values your input.

Complete and return "Contract Performance Report" at end of document.

Description

Bituminous Concrete is a mixture of stone of various sizes and liquid bituminous material. The mixture is heated and proportioned in a bituminous concrete plant and compacted on a road in a heated state. Once the material cools, it becomes a hard durable material. Bituminous concrete is used for roads, parking lots, tennis courts, sidewalks, bike paths, and for patching same. PR # 18874

http://www.ogs.state.ny.us/purchase/spg/awards/3150318874Can.htm

GROUP 31503 - BITUMINOUS CONCRETE HOT MIX ASPHALT AWARD PAGE 2 (Specific Project DOT:VPP) (State Funds)

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NOTE: See individual contract items to determine actual awardees.

CONTRACT # CONTRACTOR & ADDRESS TELEPHONE # FED.IDENT.# PC61040 A. COLARUSSO & SON, INC. 518/828-3218 141424400 SB 91 Newman Road David LaSpada PO Box 302 Fax: 518/828-0546 Hudson, NY 12534 E-mail: [email protected] Website: www.acolarusso.com PC61041 A.L. BLADES AND SONS, INC. 607/324-3636 160798762 7610 County Rte. 65 Robert U. Blades, Jr. PO Box 590 Fax: 607/324-0998 Hornell, NY 14843-0590 E-mail: [email protected] Website: www.alblades.com PC61042 AMERICAN PAVING & 716/741-2649 161242855 SB EXCAVATING, INC. Guy R. Berberick 5880 Thompson Road Fax: 716/741-2218 Clarence Center, NY 14032 E-mail: [email protected] PC61043 AMHERST PAVING, INC. 716/834-4961 161143301 SB 330 Meyer Road David R. Roetzer Amherst, NY 14226 Fax: 716/838-6016 E-mail: [email protected] PC61044 BARRETT PAVING MATERIALS, INC. 315/737-2000 133003901 PO Box 400 Scot Owens Washington Mills, NY 13479 Fax: 315/737-1249 E-mail: [email protected] PC61045 CALLANAN INDUSTRIES, INC. 518/374-2222 141539261 PO Box 15097 800/446-8649 Albany, NY 12212-5097 Ronald G. Wolfe Fax: 518/381-6779 E-mail: [email protected] Website: www.callanan.com PC61046 CHEMUNG CONTRACTING CORP. 607/737-6200 Ext. 113 160806863 2105 South Broadway David J. Dalrymple Pine City, NY 14871 Fax: 607/767-0841 E-mail: [email protected] PC61047 COBLESKILL STONE PRODUCTS, INC. 518/234-0221 Ext. 229 141646795 SB PO Box 220 Shane J. Strong Cobleskill, NY 12043 Fax: 518/234-0226 E-mail: [email protected]



NOTE: See individual contract items to determine actual awardees. CONTRACT # CONTRACTOR & ADDRESS TELEPHONE # FED.IDENT.# PC61048 COLUMBUS CONCTRUCTION CORP. 914/668-5678 Ext. 205 133640756 687 South Columbus Ave. Richard Davidson Mt. Vernon, NY 10550 Fax: 914/668-5840 Disc: 1/2 of 1% - 15 days E-mail: [email protected] PC61049 ELQ INDUSTRIES, INC. 914/698-7878 131994798 SB 531 Fayette Ave. Robert Etre Marmaroneck, NY 10503 Fax: 914/696-8287 E-mail: [email protected] PC61050 HANSON AGGREGATES 315/469-5501 160928494 NEW YORK, INC. Thomas McCambley 4800 Jamesville Rd. Fax: 315/469-5587 PO Box 513 Jamesville, NY 13078 PC61051 HUDSON RIVER CONSTRUCTION 518/434-6677 Ext. 14 141288472 Port of Albany Eugene D. Hallock III Albany, NY 12202 Fax: 518/434-8638 PC61052 JANIK PAVING & 716/649-9212 161026312 SB CONSTRUCTION, INC. William Janik 97 Evans Street Fax: 716/649-5750 Hamburg, NY 14075 E-mail: [email protected] PC61053 KEELER CONSTRUCTION CO., INC. 585/589-4481 160844121 SB 13519 West Lee Road Mark D. Keeler Albion, NY 14411 Fax: 585/589-1160 PC61054 KUBRICKY CONSTRUCTION CORP. 518/792-5864 141491816 238 Bay Street Robert E. Hughes Glens Falls, NY 12801 Fax: 518/792-2458 E-mail: [email protected] PC61055 MILHERST CONSTRUCTION, INC. 716/688-9098 Ext. 306 161081465 P.O. Box 631 James L. Collins, Jr. Getzville, NY 14068 Fax: 716/688-9562 E-mail: [email protected] PC61056 PECKHAM ROAD CORP. 518/747-3353 Ext. 19 133493213 438 Vaughn Road Michael C. Toben Hudson Falls, NY 12839 Fax: 518/747-4006



NOTE: See individual contract items to determine actual awardees.

CONTRACT # CONTRACTOR & ADDRESS TELEPHONE # FED.IDENT.# PC61057 SULLIVAN COUNTY PAVING 845/932-8337 141819953 SB & CONSTRUCTION CO. Kenneth Bowdren 420 Bernas Road Fax: 845/932-8139 Cochecton, NY 12726 E-mail: [email protected] Website: www.sullivancountypaving.com PC61058 THALLE INDUSTRIES, INC. 845/896-5156 133277028 SB 172 Route 9 Wayne Askin Fishkill, NY 12524 Fax: 845/896-5174 Disc: 1% - 30 days E-mail: [email protected] PC61059 TILCON NEW YORK INC. 845/358-4500 Ext. 7185 061032119 162 Old Mill Rd. 800/872-7762 Ext. 7185 West Nyack, NY 10994 John T. Cooney, Jr. Fax: 845/358-5603 E-mail: [email protected] PC61060 ULSTER PAVING COMPANY 315/697-3367 160410930 DIVISION OF DOLOMITE Martin G. Reff PRODUCTS CO., INC. Fax: 315/697-7501 P.O. Box 52 E-mail: [email protected] Clockville, NY 13043 Website: www.callanan.com

Cash Discount, If Shown, Should be Given Special Attention. INVOICES MUST BE SENT DIRECTLY TO THE ORDERING AGENCY FOR PAYMENT.

(See "Contract Payments" and "Electronic Payments" in this document.) AGENCIES SHOULD NOTIFY THE PROCUREMENT SERVICES GROUP PROMPTLY IF THE CONTRACTOR FAILS TO MEET DELIVERY OR OTHER TERMS OF THIS CONTRACT. PRODUCTS OR SERVICES WHICH DO NOT COMPLY WITH THE SPECIFICATIONS OR ARE OTHERWISE UNSATISFACTORY TO THE AGENCY SHOULD ALSO BE REPORTED TO THE PROCUREMENT SERVICES GROUP. SMALL, MINORITY AND WOMEN-OWNED BUSINESSES:

The letters SB listed under the Contract Number indicate the contractor is a NYS small business. Additionally, the letters MBE and WBE indicate the contractor is a Minority-owned Business Enterprise and/or Woman-owned Business Enterprise.



RECYCLED, REMANUFACTURED AND ENERGY EFFICIENT PRODUCTS:

The Procurement Services Group supports and encourages the purchase of recycled, remanufactured, energy efficient and "energy star" products. If one of the following codes appears as a suffix in the Award Number or is noted under the individual Contract Number(s) in this Contract Award Notification, please look at the individual awarded items for more information on products meeting the suffix description.

RS,RP,RA Recycled RM Remanufactured SW Solid Waste Impact EE Energy Efficient E* EPA Energy Star ES Environmentally Sensitive

NOTE TO ALL CONTRACT USERS:

The terms and conditions of the bid solicitation which apply to the award appear at the end of this document. We strongly advise all contract users to familiarize themselves with all terms and conditions before issuing a purchase order.

PRICE:

Price quoted is net per metric ton, furnished, delivered, dumped into approved spreading machines, placed, and compacted totally by the vendor at locations indicated herein. The price quoted net per metric ton also includes treating the existing bituminous concrete surface (and any surfaces included in this contract that will be overlayed by this contract) with bituminous tack coat. The vendor is to furnish all necessary labor and equipment to complete the indicated projects except that the State will supervise and control the operation. Permanent pavement striping will be the responsibility of the State upon completion of the paving after the vendor has vacated the project site. The equipment supplied to place the hot mix asphalt shall meet the requirements of Section 402 of the New York State Department of Transportation Standard Specifications. The equipment supplied to place the tack coat shall meet the requirements of Section 407 of the New York State Department of Transportation Standard Specifications. Hot mix asphalt pavers shall meet the requirements of Sub-Section 402-3.02, Hot Mix Pavers, of the New York Department of Transportation Standard Specifications. Compaction equipment shall meet the requirements of Sub-Section 402-3.04, Rollers of the Specification. All necessary operators shall be supplied along with the hot mix asphalt paver, rollers and distributor. The approved hot mix asphalt pavers shall be capable of simultaneously paving the travel lanes and the shoulders. All personnel supplied for the paving shall be qualified and experienced in hot mix asphalt paving.



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 1T0411 Albany Co 402.097201M 5,400 10,000 1 $40.58 Callanan Industries, Inc. Route 9W 402.018901M 2,300 $40.58 RM 1035-1063 Town of Coeymans Town of Bethlehem 4.5 km 1T0412 Albany Co 402.097301M 3,200 9,525 2 $41.08 Callanan Industries, Inc. Route 143 - North Rd 402.018901M 1,300 $41.08 RM 1000-1027 Town of Westerlo 4.4 km 1T0413 Albany Co 402.097201M 900 1,650 3 $48.55 Callanan Industries, Inc. Route 85 402.018901M 400 $48.55 Route 910E RM 85 1218 - 1221 RM 910E 1000-1002 Town of Bethlehem 1.3 km 1T0421 Essex Co 402.097301M 4,820 17,100 4 $43.00 Peckham Road Corp. Route 910L 402.018901M 1,500 $43.00 Bridge Rd RM903 1201 1000-1037 Town of Crown Point 5.3km 1T0422 Essex Co 402.098301M 2,300 8,000 5 $44.00 Peckham Road Corp. Route 9N 402.018901M 550 $44.00 Mill Turn RM9N 1203 1087-1099 Town of Ticonderoga 1.7 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 1T0431 Greene Co 402.128301M 5,000 13,000 6 $40.09 Callanan Industries, Inc. Route 385 402.058901M 250 $56.44 Murders Cr to Adams Rd RM 385 1301 1065-1103 Town of Athens Town of Coxsackie 6.0km 1T0432 Greene Co 402.128301M 4,200 11,000 7 $45.50 Peckham Road Corp. Route 42 Ulster Co Line to Knotch RM 42 1304 1000-1031 Town of Lexington 5.0km 1T0441 Rensselaer Co 402.098301M 2,750 6,100 8 $42.50 A. Colarusso & Son, Inc. Route 9J Village of Castleton RM 9J 1402 1043-1057 Town of Schodack 2.3km 1T0442 Rensselaer Co 402.098301M 7,200 16,300 9 $41.00 Peckham Road Corp. Route 22 Church Hollow Rd to Rt 7 RM 22 1407 1223-1260 Town of Petersburgh Town of Hoosick 6.0km 1T0451 Saratoga Co 402.126201M 4,800 20,700 10 $42.50 Kubricky Construction Rt. 50 402.018901M 3,000 $43.98 Corp. RM 50 1502 2997-3014 So. Broadway to I87 City of Saratoga Springs (Outer District) 2.8km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 1T0461 Schenectady Co 402.127301M 3,700 7,000 11 $42.77 Cobleskill Stone Route 30 402.018901M 1,900 $42.27 Products Inc. Braman's Corners RM 30 1603 1047-1068 Town of Duanesburg 3.5km 1T0471 Warren Co 402.098301M 9,213 21,200 12 $39.00 Peckham Road Corp. Route 9N Lake Luzerne to Gage Rd 1019-1078 Town of Lake Luzerne 9.4km 1T0481 Washington Co 402.127201M 8,690 27,450 13 $42.35 Peckham Road Corp. Route 4 RM 4 1803 1229 - 1242 RM 4 1803 1284 - 1327 Town of Fort Ann Town of Whitehall 9.0km 1T0482 Washington Co 402.097301M 2,210 6,500 14 $43.00 Peckham Road Corp. Route 149 RM 149 1802 1233-1249 Town of Granville 2.6km 3V0413 Cayuga Co. 402.126301M 5,800 N/A 15 $35.72 Hanson Aggregates New Route 370 York, Inc. Village of Meridian to Onondaga Co. Line RM 370 3102/ 1110 - 1139 Town of Cato 4.8 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 3V0423 Tompkins Co. 402.126201M 5,700 24,600 16 $41.40 Barrett Paving Route 96B 402.096201M 2,830 $44.45 Materials, Inc. Tioga Co. Line to W. Miller Road RM 96B 3602/ 1000 - 1056 Towns of Ithaca and Danby 9.0 km 3V0431 Onondaga Co. 402.126301M 4,830 9,900 17 $37.93 Ulster Paving Route 173 402.098301M 520 $37.93 Manlius Village to Madison Co. Line RM 173 3301/ 3082 - 3118 Town and Village of Manlius 5.8 km 3V0441 Onondaga Co. 402.126301M 2,900 9,400 18 $35.19 Hanson Aggregates Route 174 402.128301M 1,400 $37.09 New York, Inc. Route 20 to Route 175 RM 174 3301/ 1068 - 1091 Town of Marcellus 3.7 km 3V0442 Onondaga Co. 402.126301M 4,800 15,500 19 $36.24 Hanson Aggregates Route 321 402.128301M 2,400 $36.15 New York, Inc. Skaneateles Village Line to Kingston Road RM 321 3301/ 1006 - 1047 Towns of Skaneateles and Elbridge 6.6 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 3V0452 Oswego Co. 402.096301M 10,500 25,600 20 $41.34 Hanson Aggregates Route 13 New York, Inc. Oneida Co. Line to C.R. 30A RM 13 3407/ 1000 - 1055 Town of Williamstown 8.9 km 3V0453 Oswego Co. 402.098301M 6,900 17,000 21 $40.44 Hanson Aggregates Route 3 New York, Inc. Rte. 104 to Rte. 104B RM 3 3401/ 3151 - 3191 Town and Village of Mexico 6.5 km 407813 Wyoming County 402.126301M 9,000 23,000 22 $38.58 Amherst Paving, Inc. Route 78 Waldo's Corners to Rte 77 RM 78 4601 1107-1153 Town of Java 14.8 km 409635 Ontario Co. 402.126201M 10,200 13,500 23 $35.63 Hanson Aggregates Route 96 New York, Inc. Hook to Sandhill RM - 96 4404 1161 to 1206 Twn of Farmington 7.7 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 402118 Ontario Co. 402.126301M 8,300 23,000 24 $37.99 Keeler Construction Route 21 402.097301M 4,200 $37.99 Co., Inc. Lucas to Rt 5 & 20 RM - 21 4405 1104 to 1160 Twn of Canandaigua 9.0 km 5V0438 North Erie County 402.126201M 2,500 5,200 25 $43.54 American Paving Route 240, Harlem Road William St. to Broadway RM 240 5301 1311-1323 Town of Cheektowaga 1.8km 5V0445 South Erie County 402.096301M 4,700 11,600 26 $41.73 Amherst Paving, Inc. Route 75 New Oregon to Rte 62 RM 75 5301 1095-1143 Town of Eden 7.8 km 5V0453 Niagara 402.126301M 2,750 5,300 27 $41.21 Amherst Paving, Inc. Route 270

Lockport- Junction Rd. Rte. 31 to Upper Mtn. Rd. RM 270 5402/ 1058-1073 Town of Cambria 4.9 km 5V0452 Niagara 402.126301M 5,035 9,720 28 $44.25 Amherst Paving, Inc. Route 61

Hyde Pard Blvd. Bridge over CSX to Rte. 104 RM 61 5401 1023-2003 City of Niagara Falls Town of Lewiston 2.99 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 5V0451 Niagara 402.126301M 3,908 7,550 29 $42.85 Amherst Paving, Inc. Route 18 Porter-Center Rd.

to Ransomville Rd. RM 18 5401/ 1115-1130 Town of Porter 3.80 km 5V0414 Cattaraugus 402.126301M 3,110 13,540 30 $42.48 A. L. Blades and Route 417 402.196901M 4,145 $41.48 Sons, Inc. Rte 305 to Allegny Co. RM 17 5102/ 5050-5068 Town of Portville 2.98 km 5V0411 Cattaraugus 402.128201M 2,425 10,125 31 $53.06 Janik Paving Route I-86 402.258901M 3,100 $48.07 Exit 17 to Exit 20 RM 5112/ 1100-1199 Towns of Cold Spring, Red House & Salamanca Allegany Reservation 15.9 km (Shoulders Only) 5V0424 Chautauqua 402.096301M 15,000 25,000 32 $46.73 Amherst Paving, Inc. Route 20 Westfield to Brocton RM 20 5201 1124-1186 Towns of Brocton & Westfield 10.0 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 5V0425 Chautauqua 402.096301M 1,700 3,000 33 $51.70 Amherst Paving, Inc.

Route 60 402.196901M 2,200 $48.25 Rt62 to 0.8 mi RM 5201 1020-1028 Town of Kianton 1.3 km 5V042A Chautauqua 402.096301M 1,310 2,500 34 $49.50 American Paving Route 430 402.196901M 1,724 $46.50 Rte. 394 to Mayville RM 430/5201 1171 to

RM 17 5201 1088 Town of Chautauqua 1.4 km 6V0431 Yates County 402.096301M 5,660 18,000 35 $36.38 Hanson Aggregates Route14A 402.058901M 1,850 $41.86 New York, Inc. Benton Ctr to Ontario CL RM 14A 6604/ 1203-1233 Town on Benton 4.8km 6V0432 Schuyler County 402.096301M 2,500 9,100 36 $43.33 Chemung Contracting Route79 Corp. Tx Hollow Ck to Logan Rd RM 79 6306/ 1068-1086 Town of Hector 2.9km 6V0433 Schuyler County 402.096301M 4,200 13,100 37 $42.38 Chemung Contracting Route 228 402.058901M 1,360 $42.38 Corp. Mecklenburg to Perry City RM 228 6301/ 1099-1125 Town of Hector 4.2km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 6V0441 Steuben County 402.096301M 3,450 9,450 38 $38.88 A. L. Blades and Sons, Jasper / Greenwood 402.018901M 2,300 $38.88 Inc. Route 417 17-6404-1066/1086 (T) Greenwood & Jasper 3.8km 6V0442 Steuben County 402.096301M 5,250 23,500 39 $37.88 A. L. Blades and Sons, Jasper / Woodhull 402.018901M 3,500 $37.88 Inc. Route 417 17-6404-1166/1194 (T) Jasper & Woodhull 4.7km 6V0451 Chemung County 402.096301M 4,700 12,000 40 $43.00 Chemung Contracting Route 34 402.018901M 1,400 $43.00 Corp. Tioga CL to Sabin Rd RM 34 6202/ 1000-1029 Town of Van Etten 4.7 km 804809 Columbia 402.126101M 1,900 4,600 41 $41.85 A. Colarusso & Son, Route 203 Inc. 0.3M N. of TSP to Rt 66 RM 203 8101/ 1070-1082 Town of Chatham 1.9 km 811110 Columbia 402.126101M 5,500 17,800 42 $41.41 Hudson River Route 20 Construction Route 22 to State Line RM 20 8122/ 1071-1090(plus Rt 980C) Town of New Lebanon 3.5 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 812717 Dutchess 402.126101M 10,000 48,500 43 $43.44 A. Colarusso & Son, Inc. Taconic Parkway 402.196901M 12,800 $43.44 Hibernia Rd to

Willow Lane RM 987G 8203/ 1233-1271(plus ramps) Town of Clinton 6.1 km 812718 Dutchess 402.126101M 1,450 3,525 44 $56.43 Thalle Industries, Inc. Taconic Parkway Beekman Rd north 1.3M (SB) RM 987G 8203/ 1072-1085 Town of East Fishkill 2.1 km 805810 Putnam 402.126101M 4,200 10,300 45 $56.23 Thalle Industries, Inc. Route 312 International Blvd to Route 22 RM 312 8401/ 1014-1044 Town of Southeast 4.8 km 881017 Orange 402.126101M 800 1,850 46 $69.90 Tilcon New York, Inc. Marine Drive Liberty St to Route 9W RM 980T 8301/ 2021-2025 City of Newburgh 0.6 km 848740 Orange 402.126101M 4,350 10,300 47 $47.25 Sullivan County Paving Route 208 Moffet Rd to Route 207 RM 208 8301/ 1081-1111 Towns of Blooming Grove

& Hamptonburgh 4.8 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 814521 Orange 402. 126101M 6,200 15,300 48 $44.95 Sullivan County Paving Route 211 Bart Bull Rd to Bollard Rd RM 211 8301/ 3026-3065 Town of Walkill 6.3 km 823931 Rockland 402.126101M 3,700 9,000 49 $66.29 Tilcon New York, Inc. Route 9W Dunderberg Mtn to Co. Line RM 9W 8501/ 1236-1241 & 1250-1265 Town of Stony Point 3.2 km 805108 Ulster 402.126101M 1,800 4,400 50 $48.98 Callanan Industries, Inc. Route 299 Route 32 to I-87 Ramp RM 299 8601/ 1065-1073 Town of New Paltz 1.3 km Cont'd Ulster 402.126101M 11,000 26,800 $48.98 Callanan Industries, Inc. Route 299 Route I-87 Ramp to Route 9W RM 299 8601/ 1073-1125 Towns of New Paltz

& Lloyd 8.4 km 839091 Westchester 402.126101M 1,200 2,800 51 $59.45 Thalle Industries, Inc. Route 6 Lexington Ave to E. Main St RM 6 8703/ 3022-3028 Town of Cortland 1.0 km



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 810346 Westchester 402.126101M 2,200 3,100 52 $59.45 Thalle Industries, Inc. Route 9A Route 129 to Farrington Ave RM 9A 8703/ 2189-2196 & Municipal Place, Rte 9A to westernmost Rte 9 ramp Village of Croton 1.4 km 813118 Westchester 402.126101M 3,750 9,200 53 $65.89 Peckham Road Corp.* Route 22 Tripp Lane to

Middle Patent Rd RM 22 8702/ 4082-4107 Town of North Castle 4.0 km 810347 Westchester 402.126101M 1,200 2,900 54 $72.14 Columbus Construction Route 9A Corp. Suburban Pl to Route 119 RM 9A 8703/ 2053-2061 Town of Greenburgh 1.3 km 801056 Westchester 402.126101M 3,700 9,550 55 $65.58 ELQ Industries, Inc. Route 9 Yonkers City Line to Flower Ave RM 9 8703/ 2000-2019 Tns of Dobbs Ferry/Hastings 3.1 km *Purchase orders and questions for Item #53 should be directed to: Peckham Road Corporation 845/621-1415 Ext. 22 1181 Route 6 Frank D. Cooney III Carmel, NY 10512 Fax: 845/621-0397 E-mail: [email protected] Website: www.peckham.com



SPECIFIC PROJECT FOR DOT: VPP (State Funds) Cont'd. Estim. 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 881016 Orange 402.126101M 1,600 2,850 56 $70.42 Tilcon New York, Inc. Route 980W Route 218 to West Point Gate RM 980W 8301/ 1000-1006 Town of Highlands 1.0 km 817746 Ulster 402.126101M 5,500 13,500 57 $47.15 A. Colarusso & Son, Inc. Route 209 Whitelands Rd to Rte 213 RM 209 8603/ 1193-1218 Town of Marbletown 4.1 km 9T0451 Otsego County 402.098301M 3,500 12,500 58 $42.90 Barrett Paving Route 205 402.198901M 800 $38.95 Materials, Inc. Laurens to Mt. Vision Ref Mkr 205 9401/ 1058-1099 Town of Laurens 6.3 km 9T0461 Schoharie County 402.128301M 5,060 10,250 59 $41.17 Cobleskill Stone Route 7 402.198901M 1,000 $41.88 Products, Inc. Schoharie Creek to Co. Ln RM 7 9504/ 1184-1211 Town of Schoharie 4.4 km



ADDITIONAL PROJECTS FOR DOT: VPP Estim. (State Funds) 702-90 Price Estim. Tack Per Proj Metric Coat OGS Metric No. County/Location Item Tons (liters) Item Ton Contractor 5V0334 Erie Co. 402.128201M 1,050 2,375 60 $59.27 Milherst Construction Route 33 @ Union Rd Inc. & Cayuga Rd (On/Off ramps) Rte 263 @ Maple Rd (Off ramp) Rte I-990 NB @ Rte 263 (Off ramp) Towns of Amherst & Cheektowaga 1.7 km 801726 Westchester Co. 402.126101M 3,700 6,000 61 $65.58 ELQ Industries, Inc. Route 117 Bedford Rd to Smith St RM 117 8701/1037-1059 Town of Mt Pleasant 3.7 km 801053 Westchester Co. 402.126101M 2,600 3,850 62 $66.43 Peckham Road Corp.* Route 9 Bellwood Ave to Rte 117 EB ramps RM 9 8703/2078-2096 Village of Sleepy Hollow 2.9 km 807103 Putnam 402.126101M 2,200 7,000 63 $56.03 Thalle Industries, Inc. Route 164 402.058901M 200 $56.03 Rt 311 to Farm/Mkt RM 164 8401 1000-1017 Town of Patterson 2.7km AND Putnam 402.126101M 6,600 9,850 $56.03 Thalle Industries, Inc. Route 22 E Branch River and Dutchess County Line RM 22 8403 1115-1119 & 1124-1149 Town of Patterson 4.7km *Purchase orders and questions for Item #62 should be directed to: Peckham Road Corporation 845/621-1415 Ext. 22 1181 Route 6 Frank D. Cooney III Carmel, NY 10512 Fax: 845/621-0397 E-mail: [email protected] Website: www.peckham.com



REQUEST FOR CHANGE:

Any request by the agency or contractor regarding changes in any part of the contract must be made in writing to the Office of General Services, Procurement Services Group, prior to effectuation.

CONTRACT PAYMENTS:

Payments cannot be processed by State facilities until the contract products have been delivered in satisfactory condition or services have been satisfactorily performed. Payment will be based on any invoice used in the supplier's normal course of business. However, such invoice must contain sufficient data including but not limited to contract number, description of product or service, quantity, unit and price per unit as well as federal identification number. State facilities are required to forward properly completed vouchers to the Office of the State Comptroller for audit and payment. All facilities are urged to process every completed voucher expeditiously giving particular attention to those involving cash discounts for prompt payment. If the contract terms indicate political subdivisions and others authorized by law are allowed to participate, those entities are required to make payments directly to the contractor. Prior to processing such payment, the contractor may be required to complete the ordering non-State agency's own voucher form. See "Contract Billings" in Appendix B, OGS General Specifications.

ELECTRONIC PAYMENTS:

The Office of the State Comptroller (OSC) offers an "electronic payment" option in lieu of issuing checks. Contact OSC to obtain an information packet at 518-474-4032 or e-mail to [email protected] or visit their website at www.osc.state.ny.us.

NOTE TO CONTRACTOR:

This Contract Award Notification is not an order. Do not take any action under this contract except on the basis of purchase order(s) from the agency or agencies.

PSG's DISPUTE RESOLUTION POLICY:

It is the policy of the Office of General Services’ Procurement Services Group (PSG) to provide vendors with an opportunity to administratively resolve disputes, complaints or inquiries related to PSG bid solicitations or contract awards. PSG encourages vendors to seek resolution of disputes through consultation with PSG staff. All such matters will be accorded impartial and timely consideration. Interested parties may also file formal written disputes. A copy of PSG’s Dispute Resolution Procedures for Vendors may be obtained by contacting the person shown on the front of this document or through the OGS website (www.ogs.state.ny.us). Click on "For Government - Contracts and Purchasing," then "Seller Information," then "Dispute Resolution Procedures for Vendors."



PAYMENT:

Payment shall be made at contract prices per net metric ton for the actual quantity of material placed by the contractor. Payment adjustments will be applied in Quality Units for all applicable mixes as described in Sub-Sections 401-4, 402-4. The following Index Prices shall be used for all projects contained in this contract:

QUALITY UNIT INDEX PRICES

Region Index Price ($/Mg) 1 35 2 35 3 35 4 35 5 40 6 35 7 35 8 45 9 35 10 65 11 75 WAGE RATES:

It is incumbent upon the contractor(s) to pay the prevailing rate of wages as established by the New York State Department of Labor at the time of work.

ASPHALT PRICE ADJUSTMENTS: 1. Price adjustments allowed will be based on the September 1, 2003 average of the F.O.B. terminal price per

metric ton of unmodified PG 64-22 binder without anti-stripping agent (base average F.O.B. terminal price). The new monthly average terminal price will be determined by the New York State Department of Transportation based on prices of preapproved primary sources of performance graded binder in accordance with the New York State Department of Transportation Standard Specification.

The September 1, 2003 average is $202.00. NOTE: The same grade of asphalt cement used in establishing the base average F.O.B. terminal price shall be

used in establishing the new average F.O.B. terminal price. In the event that one or more of the New York State Department of Transportation pre-approved sources discontinue posting a price for asphalt cement, the base average F.O.B. terminal price shall not be recalculated.

2. Price adjustments will be in accordance with the formula below and will be effective for deliveries made on

and after the first of the month. 3. The unit prices per metric ton of bituminous concrete material purchased from any award based on this

specification will be subject to adjustment based on the following formula: Price Adj. = New Monthly Average - Base Average F.O.B. X Total % Asphalt Plus (per metric F.O.B. Terminal Price Terminal Price Fuel Allowance ton)



ASPHALT PRICE ADJUSTMENTS: (Cont'd) NEW MONTHLY AVERAGE F.O.B. TERMINAL PRICE:

The average F.O.B. terminal price for unmodified PG 64-22 binder without anti-stripping agent as determined by the New York State Department of Transportation per New York State Department of Transportation Standard Specification.

BASE AVERAGE F.O.B. TERMINAL PRICE:

The average F.O.B. terminal price of unmodified PG 64-22 binder without anti-stripping agent as determined by the New York State Department of Transportation as of September 1, 2003.

TOTAL % ASPHALT (PERFORMANCE GRADED BINDER) PLUS FUEL:

The percentage of total allowable asphalt and fuel for each item is as follows: % Asphalt Total % Asphalt(PG Binder) Item (PG Binder) +Fuel Allowance plus Fuel Allowance 402.017901M **** 1 **** 402.018901M **** 1 **** 402.058901M 8.25 1 0.25% 402.09XX01M 6.40 1 7.40% 402.12XX01M 5.20 1 6.20% 402.19XX01M 4.80 1 5.80% ****The conversion factor for Truing & Leveling will be computed separately using the conversion factors for the individual mixtures used. EXAMPLE: Item .09XX01M Base Average Price = $199.00 New Average Price = $209.00 Total % Asphalt(PG Binder) plus Fuel = 7.4% $209.00 - $199.00 x 0.074 = +$0.74 per metric ton +Fuel Allowance represents allowance for energy (fuel, electricity, natural gas) used in the production of asphalt. It is a cost associated with the product and not intended to represent any trucking or hauling of product. Positive Price Adjustment number shall be added to original per metric ton Bid Price. Negative Price Adjustment number shall be subtracted from original per metric ton Bid Price. 4. Price adjustments allowed by this contract shall be calculated and applied to the original prices. There will

not be price adjustments unless the change amounts to more than $.10 per metric ton from the original prices. In these instances prices will revert back to the original prices.

5. All price adjustments will be computed to three decimal places. 6. Should these provisions result in a price structure which becomes unworkable, detrimental or injurious to the

State or in prices which are not truly reflective of market conditions or which are deemed by the Commissioner to be unreasonable or excessive, and no adjustment in price is mutually agreeable, the Commissioner reserves the sole right upon ten days written notice mailed to the contractor to terminate any contract resulting from this bid opening.



ASPHALT PRICE ADJUSTMENTS: (Cont'd) TOTAL % ASPHALT (PERFORMANCE GRADED BINDER) PLUS FUEL: (Cont'd) 7. Price adjustment shall be published by the State and issued to all contract holders, whose responsibility will be

to attach the appropriate state notification (based on when the work was performed) to the payment invoice submitted to agency.

8. Work performed after the expiration of the contract, where no extension has been granted, resultant from

purchase orders placed prior to expiration of the contract will receive the price adjustments in effect the last month of the contract.

Price adjustment for any contracts that are extended will be based on the new average for the month in which

the work is done applying the same base established for that contract. REBATES:

The Office of General Services has the right to determine the disposition of any rebates, settlements, restitution, liquidated damages, etc. which arise from the administration of this contract.



MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE)

GOALS FOR THE 2003 STATE ARMOR COAT PROGRAM (STATEWIDE)

PROJECT VALUE MBE GOAL (%) WBE GOAL (%) ($) (STATEWIDE) (STATEWIDE) ________________________________________________________________________________________________ GREATER THAN $25,000 5.0% 5.0% ________________________________________________________________________________________________ NOTES: 1. The project value is based on the engineering estimate. 2. The M/WBE goals value ($) equal the M/BE goal (%) X the bid price. 3. The M/WBE range of goals stated above are based on the ratio of trucking value estimated on a contract to the

total engineer’s estimate for that contract. 4. The contractor shall, at a minimum, solicit M/WBE subcontractors in the county in which the project is

located and all other contiguous counties. If a contractor bids on projects located in counties within several NYSDOT regions, then he/she shall expand the solicitation efforts to include all those regions.

5. A map of NYSDOT regions and Counties within each region is included for the contractor’s use. 6. A complete listing of the current Minority and Women’s Business Enterprises, can be obtained by contacting

the:

NYS Department of Economic Development Division of Minority and Women’s Business Development

30 South Pearl Street Albany, NY 12245

(518) 292-5250

The telephone number for NYSDED in New York City is (212) 803-2414

POLICY AND PROVISIONS

It is the policy of the State of New York to promote equality of economic opportunity for minority and women-owned business enterprises (M/WBEs) in State contracting.

A. GOALS - The MBE and WBE participation goals as stated earlier are based on the availability of M/WBEs

currently certified by New York State and geographically located to be able to perform the work in the region where the project is located. The total dollar value of the contract, scope of work, the supplies and equipment necessary to perform the project, are also considerations used to determine the percentage goals.



MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) GOALS FOR THE 2003 STATE ARMOR COAT PROGRAM (STATEWIDE) (Cont'd) B. UTILIZATION - The Contractor may count as MWBE participation: subcontracting part of the contract to

certified firms or purchasing supplies and equipment used to perform the terms and conditions of the contract from certified firms.

C. MINORITY & WOMEN-OWNED BUSINESS OFFICER - The Contractor shall designate a MWBE contact

person and assign that person the responsibility and authority to monitor the MWBE program for this contract. The NYS DOT Office of Equal Opportunity Development and Compliance’s staff is available to help in identifying certified MWBEs.

D. REQUIRED REPORTS - The Contractor is required to submit a Utilization Plan to the NYS DOT Office of

Equal Opportunity Development and Compliance within 14 days of notification of being the apparent low bidder. The Utilization Plan shall identify the level of commitment as a percentage of the bid price the apparent low bidder plans to subcontract to certified M/WBEs. The contractor is not required to submit the names and/or Federal ID numbers of the certified M/WBEs on the attached utilization plan at this time.

E. NONDISCRIMINATION - The Contractor agrees not to discriminate on the basis of race, creed, color,

national origin, gender, age, disability, or marital status, in any respect, against any potential subcontractor, supplier, other company, firm, or enterprise in any manner relating to the performance of this contract.

F. POST AWARD - The NYSDOT Office of Equal Opportunity Development and Compliance will monitor the

Contractor’s compliance with the utilization plan by requiring the Contractor to submit a final utilization report (attached) that identifies the M/WBEs, the work they performed, and the dollar amount subcontracted. If the level of commitment is not met, the Contractor is required to submit a letter explaining their inability to meet the MBE and/or the WBE goal, and good faith efforts.

G. MONITORING CONTRACTOR COMPLIANCE - When the Contractor has been found to have failed to

meet the contract goals as expressed in their utilization plan, or exert a good-faith effort, or otherwise failed to comply with the above, sanctions may be imposed and remedies invoked as provided under the authority of Article 15-A of the Executive Law, Part 540.

All question regarding compliance to Article 15-A requirements or copies of the forms should be addressed to:

New York State Department of Transportation Office of Equal Opportunity Development and Compliance

Building 4, Room G-016 1220 Washington Avenue

State Office Campus Albany, NY 12232

Telephone: (518) 457-1129 The telephone numbers and addresses for New York State Department of Economic Development are as follows: New York State Department of Economic Development New York State Department of Economic Development Division of Minority & Women’s Business Development Division of Minority & Women’s Business Development 633 3rd Avenue 30 South Pearl St. New York, NY 10017 Albany, NY 12245 Telephone: (212) 803-2414 Telephone: (518) 292-5250



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MATERIAL DESCRIPTIONS:

The following are the material descriptions of Superpave HMA items that are included in this contract: 402.017901M Truing & Leveling F9, 70 Series Compaction 402.018901M Truing & Leveling F9, 80 Series Compaction 402.058901M Shim Course F9 402.096101M 9.5 mm F1, 60 Series Compaction 402.096201M 9.5 mm F2, 60 Series Compaction 402.096301M 9.5 mm F3, 60 Series Compaction 402.097101M 9.5 mm F1, 70 Series Compaction 402.097201M 9.5 mm F2, 70 Series Compaction 402.097301M 9.5 mm F3, 70 Series Compaction 402.098901M 9.5 mm F9, Shoulder Course, 80 Series Compaction 402.126101M 12.5 mm F1, 60 Series Compaction 402.126201M 12.5 mm F2, 60 Series Compaction 402.126301M 12.5 mm F3, 60 Series Compaction 402.127101M 12.5 mm F1, 70 Series Compaction 402.127201M 12.5 mm F2, 70 Series Compaction 402.127301M 12.5 mm F3, 70 Series Compaction 402.128901M 12.5 mm F9, Shoulder Course, 80 Series Compaction 402.196901M 19 mm F9, 60 Series Compaction 402.197901M 19 mm F9, 70 Series Compaction 402.256901M 25 mm F9, 60 Series Compaction 402.257901M 25 mm F9, 70 Series Compaction INSURANCE:

The Vendor shall procure and maintain at their own expense Worker's Compensation Insurance and Liability and Property Damage Insurance in accordance with Section 107-06 Insurance of the Standard Specifications. A correctly completed Certificate of Insurance showing the procurement of all necessary insurance shall be submitted by the vendor to the Resident Engineer prior to the start of paving. Failure to submit the Insurance Certificate will result in termination of the contract. Forms shall be provided to the vendor by the Resident Engineer at the pre-paving conference.

RESTORATION OF DISTURBED AREAS:

During the course of the work the Vendor shall take reasonable care not to disturb areas outside the existing pavement. Any areas disturbed by the Vendor shall be returned to their original condition at no expense to the State. Any and all debris generated as part of the work shall be removed by the vendor upon completion of the project.

SUPERVISION:

The Department of Transportation shall provide supervision for the paving operation. The Resident Engineer shall designate a Paving Supervisor and that person shall be in responsible charge of the operation. The following portions of Section 105 - CONTROL OF WORK of the Standard Specifications shall apply to these projects: 105-01 STOPPING WORK, 105-08 COOPERATION BY THE CONTRACTOR, 105-15 CONTRACTOR'S RESPONSIBILITY FOR WORK.

PRE-PAVING CONFERENCE:

The Vendor shall schedule a Pre-Paving Conference with the affected Resident Engineer within one month after the award of the Contract and at least two weeks prior to the start of the paving. At this conference the Vendor shall present their proposed paving schedule, equipment, proposed tack coat application procedure and paving procedure, and Maintenance and Protection of Traffic Plan to the State for approval. At least one week prior to the start of paving, the vendor shall coordinate the details of the paving with the Resident Engineer.



WORK HOURS:

Work shall not be permitted on Sundays and Holidays. If the Vendor desires to work overtime on other days, they must obtain dispensation from the NYS Labor Department. Night work is prohibited unless agreed to by the Vendor and Department of Transportation, or specifically required in this Invitation for Bids.

TACK COAT:

The vendor shall provide and apply bituminous tack coat to all existing hot mix asphalt pavement surfaces to be overlayed in this contract (and to all hot mix asphalt pavement surfaces included in this contract that will be overlayed by this contract). The tack coat shall meet the materials requirements in Section 407-2 of the Standard Specifications. The application of tack coat shall comply with Section 407-3 of the Standard Specifications. No separate payment will be made for the tack coat. The cost of tack coat shall be included in the price bid per metric ton for the bituminous concrete. Price adjustments will NOT apply to the quantity of tack coat applied.

CONSTRUCTION DETAILS:

The construction details shall comply with the requirements specified in Subsections 401-3.01, 402-3 and 407-3 of the Standard Specifications. The Paving Supervisor shall have sole responsibility for determining compliance with the specifications. All orders given to the Vendor regarding construction details shall be considered final. The tack coat application rate shall be 0.14 to 0.32 liters per square meter as approved by the Paving Supervisor. The pavement thicknesses and lane and shoulder widths shall be as specified elsewhere in this Invitation for Bids.

The vendor will not be responsible for the initial conditioning of the existing pavement and shoulder surfaces as described in Section 402-3.05 of the NYSDOT Standard Specifications. Patching, joint repair, crack filling and the initial surface cleaning will be done by NYSDOT forces prior to the VPP project. However, once the VPP overlay placement begins, the vendor is responsible for keeping the pavement and shoulders clean until the overlay operations are completed, as per Section 633-3.01 of the NYSDOT Standard Specifications.

MAINTENANCE AND PROTECTION OF TRAFFIC:

The vendor shall be responsible for Maintenance and Protection of Traffic. Traffic shall be maintained in accordance with Sections 619-l through 619-3 of the Standard Specifications and the Manual of Uniform Traffic Control Devices (MUTCD). The Vendor shall submit a Maintenance and Protection of Traffic Plan for approval to the Resident Engineer at the Pre-Paving Conference. Figures 302-8A, 302-12A, and 302-13 of the MUTCD may be used as a basis for development of a Maintenance and Protection of Traffic Plan. All necessary flaggers for Maintenance and Protection of Traffic shall be provided by the vendor. A minimum of three flaggers shall be provided while the paving operation is underway. One shall be stationed at each end of the operation and one shall be stationed with the paver. The vendor shall station flaggers such that communication is maintained between the flaggers. Hand signals, radios, or some other means of communication may be used subject to the approval of the Resident Engineer. All costs for Maintenance and Protection of Traffic including flagging, pavement delineation, and construction signs are to be included in the price bid per metric ton. No separate payment shall be made.



MAINTENANCE AND PROTECTION OF TRAFFIC: (Cont'd) Permanent Construction Signs:

The Vendor shall provide Construction Signs as specified in Section 619-1 through 619-3 of the Standard Specifications and in the MUTCD. At a minimum the vendor shall install the following permanent Construction Signs:

Sign Minimum Size Location ROAD WORK G11-1D On main line at start of project NEXT________MILES in each direction. END G11-2C On main line 150 meters after end of project ROAD WORK in each direction. ROAD WORK W8-1D On main line 150 meters in advance of project 500 FT. in each direction and on major intersecting roads 150 meters in advance of project. STATE LAW FINES DOUBLED FOR 600mm x 900mm 150 meters upstream of the first warning sign SPEEDING in each direction IN WORK ZONE DO NOT PASS R4-1C On mainline spaced every 335 meters along

project in each direction (while temporary pavement delineation is in place)

NO CENTER STRIPE W8-40 On mainline spaced every 3.2 kilometers along

project in each direction and after every major intersecting road (while temporary pavement delineation is in place)

LOW SHOULDER W4-12D On mainline spaced every 3.2 kilometers along

project in each direction and after every major intersecting road (while temporary pavement delineation is in place)

Major intersecting roads are defined as State, County, Town, Village, or City roads. The vendor may provide portable signs as shown in Figure 302-1A for lane closures during work hours.

Special Note - Temporary Pavement Delineation:

The Vendor shall provide temporary pavement delineation as specified herein. Pavement delineation shall consist of Reflectorized Pavement Marking Paint as specified in Section 640, Non-Removable Reflectorized Pavement Marking Tape as approved by the Resident Engineer, Removable Reflectorized Pavement Marking Tape listed on the Department's Approved List, or Removable Raised Reflectorized Pavement Marker Units listed on the Department's Approved List. The color shall be as specified in the MUTCD. The vendor shall place temporary pavement delineation at the end of each work day. A 600 mm length of paint, marking tape, or enough markers to simulate a 600 mm mark shall be placed at 12 meter intervals between adjacent travel lanes along the roadway. The vendor shall not be required to remove the pavement delineation at the end of the paving. The vendor will be required to provide extra temporary work zone signing which will be kept moving during the daily operation so as to remain within sight of the paving operation or as directed by the Resident Engineer. At no time will the main sign sequence be more than 750 m from the paving operation.



MAINTENANCE AND PROTECTION OF TRAFFIC: (Cont'd) Special Note - Special Construction Signs Requirement - Region 1:

For Projects 1T0411, 1T0413, and 1T0451, orange construction signs shall be fabricated from Type IX Grade Sign Sheeting.

Special Note - Lane Closure Restrictions - Region 1 VPP Projects:

Project 1T0411, Route 9W, Albany County: No lane closures shall be permitted between 6:30 A.M. and 6:30 P.M., seven days a week. Project 1T0413, Routes 85 and 910E, Albany County: No lane closures shall be permitted between 2:00 P.M. and 5:00 P.M., Mondays through Fridays. Project 1T0451, Route 50, Saratoga County: No lane closures shall be permitted between July 1, 2004 and September 7, 2004. Outside of July 1, 2004 and September 7, 2004, lane closures are only permitted from Jones Road to RM 50 1502 3014 between 9:00 A.M. and 3:00 P.M., Monday through Friday. Also, outside of July 1, 2004 and September 7, 2004, lane closures are not restricted between South Broadway and Jones Road.

There shall be no temporary lane closures on any Region 1 project on the following dates:

May 29-31, 2004 July 2-5, 2004 September 4-7, 2004 October 9-11, 2004 November 24-28, 2004 December 24, 2004 to January 2, 2005 Special Note - Pilot Vehicle - Region 1 - Essex County; Region 4 - All Counties:

For Region 1 projects 1T0421 and 1T0422 and all projects in Region 4 in this Invitation for Bids, the vendor shall provide sufficient two-way equipped pilot vehicles to guide traffic around the paving work at a maximum of 30 kilometers per hour.

The pilot vehicle shall be equipped with construction signs meeting the requirements of Section 254.5 of the MUTCD.

Sign Minimum Size Location PILOT VEHICLE G11-10C On the back of the pilot vehicle

The pilot vehicles shall have the name of the vendor prominently displayed.

All costs for Maintenance and Protection of Traffic including flagging, pavement delineation, channelizing devices, construction signs and pilot vehicles shall be included in the price bid per metric ton. No separate payment shall be made.

Special Note - Region 4 Projects:

Hot Mix Asphalt shall be placed such that no more than 30 meters of a longitudinal joint is left exposed at the end of the work day.



MAINTENANCE AND PROTECTION OF TRAFFIC: (Cont'd)

Special Note - Region 5 Projects:

1. Vibratory compaction is not permitted when compacting hot mix asphalt courses on structural bridge decks, including culvert structures with less than 600 mm of cover measured from the top of the top slab to the top of the pavement.

2. Under no circumstances shall the Performance Graded Binder content in the hot mix asphalt be less than 5.6% for a 9.5mm design, 5.0% for a 12.5mm design, 4.3% for a 19.0mm design, or 4.0% for a 25.0mm design.

3. For Project 5V0438, the Performance Graded Binder, PG 64-28, must contain a polymer modifier, either SBS or SBR, that provides 2% solids by weight, based upon the total weight of the liquid PG binder. The polymer modifier may be added by using an in-line blending system at the Hot Mix Asphalt Plant. All proposed in-line blending systems will be subject to prior approval by the State.

Special Note - Region 8 - Project 812717:

For project 812717, basin risers will be provided by others to the vendor to be installed on the existing basins by the vendor at the time of the paving. These basin risers will be ready for installation. The vendor will be responsible for removing the existing grates, installing the basin risers and reinstalling the existing grates. There will be no extra payment for this work, the cost shall be included in the price bid for the hot mix asphalt items.

Special Note - Construction Signs - Region 8 VPP Projects:

For Region 8 projects only in this Invitation for Bids, the vendor will not be responsible for providing or placing the permanent Construction Signs as specified in Section 619-1 through 619-3 of the Standard Specifications and in the MUTCD. These signs will be left in place by the vendor performing the surface preparation work under a separate contract. However, the vendor under this contract shall maintain, cover and uncover these signs and shall maintain all other signs as required by the MUTCD and the approved Maintenance and Protection of Traffic plan for the duration of the paving operation.

Special Note - Lane Closure Restrictions - Region 8 VPP Projects:

It will be necessary to temporarily close lanes in order to perform the work. The following restrictions regarding lane closure shall apply in Region 8:

A. No lane closure will be permitted without the prior approval of the Resident Engineer or their representative.

On highways that consist of four lanes, one lane must be kept open in each direction at all times. B. Lane closure will not be permitted during non-working hours. C. For all projects, there will be no lane closures from 7:00 AM to 9:00 AM and 4:00 PM to 6:00PM, Monday

through Friday inclusive. Special Note - Nighttime Paving - Region 8 Projects: The following projects shall be paved at night between the hours of 8:00 PM and 6:00 AM, Sunday thru

Thursday. No lane closures shall be permitted outside these hours. Necessary nighttime lighting on these roads shall be provided by others.

Project County Route 805108 Ulster 299 809091 Westchester 6 810347 Westchester 9A



MAINTENANCE AND PROTECTION OF TRAFFIC: (Cont'd) Special Note - No Vibratory Compaction - Region 8 Projects:

The following projects shall not use vibratory compaction in the areas specified below. The range contractor will be responsible for compacting the pavement within the specified density range during daily pavement density monitoring.

Project County Route Locations 881016 Orange 980W Entire length 881017 Orange Marine Drive Entire length 805108 Ulster 299 RM 1065 - 1070 only 839091 Westchester 6 Entire length 810346 Westchester 9A Entire length 810347 Westchester 9A Entire length Special Note - Paving Date Restrictions - Region 8 Projects:

The following project shall be completed after the roadway is prepared by a separate contractor within the dates specified to avoid higher traffic volumes while the SUNY at New Paltz is in session and to avoid the Ulster County Fair:

Project County Route Dates 805108 Ulster 299 6/28/04 - 7/16/04 Special Note - Lane Closure Restrictions - Region 8 and 9 VPP Projects:

For all Region 8 & 9 VPP Projects, all travel lanes shall be open to traffic during the following times:

1. Days preceding a holiday beginning at noon (including Fridays preceding a Saturday, Sunday or Monday holiday) with no closures permitted Saturday and Sunday.

2. Days following a holiday until noon (including Mondays following a Friday, Saturday, or Sunday

holiday) with no closures permitted Saturday and Sunday.

The contractor shall schedule operations in a manner that will guarantee adherence to these time restrictions. In the portion of roadway available for travel, a minimum lane width of ten feet shall be maintained. Special Note - Lane Closure Restrictions: Projects 801726, 801053, and 807103

It will be necessary to temporarily close lanes in order to perform the work. The following restrictions regarding lane closure shall apply to these projects in Region 8:

A. No lane closure will be permitted without the prior approval of the Resident Engineer or their representative.

On highways that consist of four lanes, one lane must be kept open in each direction at all times. B. Lane closure will not be permitted during non-working hours. C. There will be no lane closure from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM, Monday through Friday

inclusive.



Special Note - Lane Closure Restrictions: Projects 801726, 801053, and 807103

For all Region 8 VPP Projects, all travel lanes shall be open to traffic during the following times:

1. Days preceding a holiday beginning at noon (including Fridays preceding a Saturday, Sunday or Monday holiday) with no closures permitted Saturday and Sunday.

2. Days following a holiday until noon (including Mondays following a Friday, Saturday or Sunday

holiday) with no closures permitted Saturday and Sunday.

The contractor shall schedule operations in a manner that will guarantee adherence to these time restrictions. In the portion of roadway available for travel, a minimum lane width of ten feet shall be maintained. Attention - Special Note - Nighttime Paving Region 8 Projects: The following projects shall be paved at night between the hours of 8:00 PM and 6:00 AM, Sunday thru

Thursday. No lane closures shall be permitted outside these hours. Necessary nighttime lighting on these roads shall be provided by others.

Project County Route 801053 Westchester 9 Attention - Special Note - No Vibratory Compaction Region 8 Projects:

The following projects shall not use vibratory compaction in the areas specified below. The contractor will be responsible for compacting the pavement within the specified density range during daily pavement density monitoring.

Project County Route Locations 801726 Westchester 117 Full Length 801053 Westchester 9 Full Length Shim Course Item 402.058901M – Project 807103:

The shim course shall be placed on the entire pavement width from RM 164 8401 1011 to RM 164 8401 1017 at a depth of 25mm for PIN 807103.

HOT MIX ASPHALT OVERLAY SPLICE (REBATE):

The vendor shall install hot mix asphalt overlay splices (pavement terminations) as per the Detail of Hot Mix Asphalt Overlay Splice. Hot mix asphalt overlay splices shall be installed at the areas indicated in the Location Table for Hot Mix Asphalt Overlay Splices. The cost for sawcutting, milling rebates, cleaning pavement in the splice area and tack coat shall be included in the price bid per metric ton of bituminous concrete. No separate payments shall be made for hot mix asphalt overlay splices. Immediately after the hot mix asphalt overlay splices are milled a temporary asphalt ramp and W4-1C-BUMP signs shall be installed at least 60 meters in advance of the ramp. A cone or drum shall be installed at the bump and be equipped with a Type A flashing warning light if left in place at night. The signs shall be installed on both sides of the roadway and shall remain in place until the paving is completed. No separate payment will be made for the W4-1C-BUMP signs or ramps. Cost shall be included in the price bid per metric ton of bituminous concrete.



EDGE OF PAVEMENT

45° OR AOBE

EXISTING PAVEMENT CENTERLINE

NEW OVERLAY

9M TRANSITION LENGTH SAWCUT

PLAN

5 m TRANSITION

TOP COURSE SAWCUT

SAME THICKNESS AS TOP COURSE

4m MILLED REBATE

TRUING & LEVELING COURSE

TACK COAT

SECTION

DETAIL OF HOT MIX ASPHALT OVERLAY SPLICE



GENERAL INFORMATION (Cont’d) ATTENTION - Special Note - WORK ZONE INTRUSION INITIATIVE:

As part of the Department of Transportation’s Work Zone Intrusion Initiative, the following countermeasures shall be applied to Vendor-Placed-Paving Projects in this Invitation for Bids:

Channelizing Device Spacing Reduction:

A maximum channelizing device spacing of 12 m shall be provided at stationary work sites where workers are exposed to traffic. This spacing shall be maintained a reasonable distance upstream of workers, and shall be used throughout the work zone. Where tapers are located less than 150 m from the work site (300 m for high speeds) the 12 m spacing shall be used in the taper as well. Drums or vertical panels are preferred for long-duration work zones, and at any locations where the risk of intrusion is high. Traffic cones are normally adequate for work zones set up and removed on a daily basis. In long lane or shoulder closures, at least two channelizing devices shall be placed transversely at maximum 225 m intervals to discourage traffic from driving through the closed lane. Frequent checks shall be made to reset channelizing devices dislodged by traffic.

Flagger Station Enhanced Setups:

Additional cones and an F5-1 flag tree shall be used upstream of flagger stations to provide added warning to drivers. These devices shall be used for flagger stations except those that are constantly moving or are in use at one location for no more than a few minutes. If the W8-22 Flagger sign is used, the additional cones and flag tree shall also be used. The attached detail “One-Lane Two-Way Traffic Control Flagger Stations Supplemented with Flag Tree and Cones” provides additional detail on the Flagger Station Enhanced Setup.

Temporary Rumble Strips:

The Contractor shall apply temporary rumble strips at the beginning of the work zone in each direction of travel according to the specification below. The Contractor may use either Raised Asphalt Rumble Strips or Raised Removable Tape Rumble Strips.

DESCRIPTION:

This work shall consist of the installation, maintenance and subsequent removal of temporary rumble strips in paving work zones at the locations indicated in the Invitation for Bids or as directed by the Engineer.

MATERIALS:

Rumble strips shall be either constructed in place from a raised strip of asphalt concrete or constructed in place with removable pavement marking tape. Raised removable tape rumble strips shall be formed from black non-reflectorized removable pavement marking tape. Raised asphalt rumble strips shall be formed from hot mix asphalt meeting the requirements of Items 402.058901M or 402.098901M. Tack coat meeting the requirements of Materials Designation 702-90 Asphalt Emulsion Tack Coat shall be used to adhere the rumble strip to the existing pavement.



GENERAL INFORMATION (Cont’d)

1

2

3

ONE LANE ROAD

AHEAD

ROAD WORK AHEAD

1

2

3

W8-22

W8-6

W8-2

NOTES:

1. PLACEMENT OF THE FLAG TREE

SHOULD BE ON THE SHOULDER

BEHIND THE CHANNELIZING

DEVICES, AT A MINIMUM DISTANCE

OF 75 m IN ADVANCE OF THE

FLAGGER, NOT TO EXCEED 1/2

THE DISTANCE BETWEEN THE

"FLAGGER AHEAD" SIGN AND THE

FLAGGER.

2. L = STANDARD TAPER LENGTH

NYSMUTCD TABLE 262-2.

SIMILAR LAYOUT FOR OPPOSING TRAFFIC

CHANNELIZING DEVICES

FLAGGER

FLAG TREE, F5-1 (SEE NOTE 1)

SH

OU

LDE

R

BU

FF

ER

S

PA

CE

30

m M

AX

. D

/2 (

75 m

MIN

, 20

0 m

MA

X.)

L/3

D =

AD

VA

NC

E P

OS

TIN

G D

IST

AN

CE

CA

TE

GO

RY

1

NY

SM

UT

CD

TA

BLE

230

-1

NY

SM

UT

CD

TA

BLE

301

-1

SH

OU

LDE

R C

LOS

UR

E

(OP

TIO

NA

L)

WORK AREA

SH

OU

LDE

R

One-lane, Two-way Traffic Control Flagger Station Enhancement with Flag Tree and Cones



WORK ZONE INTRUSION INITIATIVE (Cont’d): CONSTRUCTION DETAILS: Raised Asphalt Rumble Strips:

The roadway surface on which the rumble strips are to be attached shall be dry, free of surface contaminants such as dust or oil, and shall be 8°C or greater unless otherwise authorized by the Engineer. The pavement surface shall be cleaned with compressed air just prior to tack coating and subsequent installation of rumble strips. Temporary rumble strips shall be placed in a succession of three 6 Strip Patterns according to the attached “Suggested Layout Details - Temporary Rumble Strips”. Each strip shall be placed on three meter centers and traversing the full width of each travel lane. On curbed roadways , rumble strips shall end a minimum of 0.9 meters from the curb so as to not interfere with drainage. Rumble strips shall be between 150 mm and 225 mm in width and have a final compacted thickness of 10 mm ±3 mm. Temporary rumble strips shall be formed using a specially constructed rumble strip paver (drag box) pulled transversely across the pavement, or by hand placement between forms fixed to the pavement. If forms are used, they shall be removed prior to compaction of the asphalt mixture. Compaction shall be accomplished using a plate tamper or a static roller. Any raised rumble strips that fail to adhere to the pavement, or become damaged or flattened such that, in the opinion of the Engineer, they are no longer performing their intended function, shall be replaced or repaired by the Contractor to the satisfaction of the Engineer. Any associated damage to the pavement shall also be repaired by the Contractor to the satisfaction of the Engineer. These replacements or repairs shall be made at no additional expense to the Purchasing Agency. When directed by the Engineer, (e.g., prior to the start of the winter plowing season), or prior to the placement of successive pavement courses, the Contractor shall completely remove the rumble strips from the pavement. Rumble strips shall be removed upon completion of work and concurrently with the removal of other temporary traffic control signs and devices. Any pavement that is damaged in the process of removing the rumble strips shall be repaired by the Contractor to the satisfaction of the Engineer at no additional expense to the Purchasing Agency.

Raised Removable Tape Rumble Strips:

The rumble strips shall be formed by applying four layers of removable preformed pavement marking tape. The tape shall be applied to a clean, dry pavement surface in accordance with the manufacturer’s recommendations. The pavement surface shall be cleaned with compressed air just prior to application of the tape. Temporary rumble strips shall be placed in a succession of three 6 Strip Patterns according to the attached “Suggested Layout Details - Temporary Rumble Strips”. Each strip shall be placed on three meter centers and traversing the full width of each travel lane. On curbed roadways , rumble strips shall end a minimum of 0.9 meters from the curb so as to not interfere with drainage. Sufficient layers of tape shall be applied such that each finished rumble strip has a thickness of 10 mm ± 3mm and is between 150 mm and 225 mm in width. Any raised rumble strips that fail to adhere to the pavement, or become damaged or flattened such that, in the opinion of the Engineer, they are no longer performing their intended function, shall be replaced or repaired by the Contractor to the satisfaction of the Engineer. Any associated damage to the pavement shall also be repaired by the Contractor to the satisfaction of the Engineer. These replacements or repairs shall be made at no additional expense to the Purchasing Agency. When directed by the Engineer, (e.g. prior to the start of the winter plowing season), or prior to the placement of successive pavement courses, the Contractor shall completely remove the rumble strips from the pavement. Rumble strips shall be removed upon completion of work and concurrently with the removal of other temporary traffic control signs and devices. Any pavement that is damaged in the process of removing the rumble strips shall be repaired by the Contractor to the satisfaction of the Engineer at no additional expense to the Purchasing Agency.

BASIS OF PAYMENT:

All costs for the installation, maintenance and removal of temporary rumble strips are included in the price bid per metric ton. No separate payment shall be made.



GENERAL INFORMATION (Cont’d)

400

m

400

m

2 – Lane Highways Multi – Lane Expressways

START OF WORK

6 Strip Pattern

6 Strip Pattern

6 Strip Pattern

150

m

150

m

150

m

120 m

15 m 15 m

120 m

15 m 15 m

150

m

START OF WORK

6 Strip Pattern

800

m

6 Strip Pattern

6 Strip Pattern

12/95

150 m to

300m

150 m to

300m

150 m to

300m

ROAD WORK

1500 FT

PAVEMENT ENDS 500 FT

ROAD WORK 1 MILE

RIGHT LANE

CLOSED ¼ MILE

RIGHT LANE

CLOSED ½ MILE

DETOUR 1000 FT

Suggested Layout Details -- Temporary Rumble Strips



SUPERPAVE HOT MIX ASPHALT:

The following are design criteria for SUPERPAVE Hot Mix Asphalt Items for projects contained in this Invitation for Bids:

Project Number

Item

80 kN ESAL's (million)

Aggregate Size (mm)

PG Binder

1T0411 402.097201M <30.0 9.5 PG 64-28

402.018901M <30.0 9.5 PG 64-28

1T0412 402.097301M <3.0 9.5 PG 64-28 402.018901M <3.0 9.5 PG 64-28

1T0413 402.097201M <30.0 9.5 PG 64-28 402.018901M <30.0 9.5 PG 64-28

1T0421 402.097301M <3.0 9.5 PG 64-28 402.018901M <3.0 9.5 PG 64-28

1T0422 402.098301M <3.0 9.5 PG 64-28 402.018901M <3.0 9.5 PG 64-28

1T0431 402.128301M <3.0 12.5 PG 64-28 402.058901M <3.0 Shim PG 64-28

1T0432 402.128301M <3.0 12.5 PG 64-28

1T0441 402.098301M <3.0 9.5 PG 64-22

1T0442 402.098301M <3.0 9.5 PG 64-28

1T0451 402.126201M <30.0 12.5 PG 64-28 402.018901M <30.0 9.5 PG 64-28

1T0461 402.127301M <3.0 12.5 PG 64-28 402.018901M <3.0 9.5 PG 64-28

1T0471 402.098301M <3.0 9.5 PG 64-28

1T0481 402.127201M <30.0 12.5 PG 64-22

1T0482 402.097301M <3.0 9.5 PG 64-22

3V0413 402.126301M < 3.0 12.5 PG 64-28

3V0423 402.126201M < 3.0 12.5 PG 64-28 402.096201M < 3.0 9.5 PG 64-28

3V0431 402.126301M < 3.0 12.5 PG 64-28 402.098301M < 3.0 9.5 PG 64-28

3V0441 402.126301M < 3.0 12.5 PG 64-28 402.128301M < 3.0 12.5 PG 64-28



SUPERPAVE Hot Mix Asphalt Design Criteria - VPP (Cont'd)

Project Number

Item


Aggregate Size (mm)

PG Binder

3V0442 402.126301M < 10.0 12.5 PG 64-28

402.128301M < 10.0 12.5 PG 64-28

3V0452 402.096301M < 3.0 9.5 PG 58-28

3V0453 402.098301M < 3.0 9.5 PG 58-28

407813 402.126301M <3.0 12.5 PG 64-28

409635 402.126201M <10.0 12.5 PG 64-28

402118 402.126301M <3.0 12.5 PG 64-28 402.097301M <3.0 9.5 PG 64-28

5V0438 402.126201M <10.0 12.5 PG 64-28

5V0445 402.096301M <3.0 9.5 PG 64-28

5V0453 402.126301M <3.0 12.5 PG 64-28

5V0452 402.126301M <10.0 12.5 PG 64-28

5V0451 402.126301M <3.0 12.5 PG 64-28

5V0414 402.126301M <10.0 12.5 PG 64-28 402.196901M <10.0 19 PG 64-28

5V0411 402.128201M <10.0 12.5 PG 64-28 402.258901M <10.0 25 PG 64-28

5V0424 402.096301M <10.0 9.5 PG 64-28

5V0425 402.096301M <10.0 9.5 PG 64-28 402.196901M <10.0 19 PG 64-28

5V042A 402.096301M <3.0 9.5 PG 64-28 402.196901M <3.0 19 PG 64-28

6V0431 402.096301M <10.0 9.5 PG 64-28 402.058901M <10.0 Shim PG 64-28

6V0432 402.096301M <3.0 9.5 PG 64-28

6V0433 402.096301M <3.0 9.5 PG 64-28 402.058901M <3.0 Shim PG 64-28

6V0441 402.096301M <3.0 9.5 PG 64-28 402.018901M <3.0 9.5 PG 64-28




Project Number

Item


Aggregate Size (mm)

PG Binder

6V0442 402.096301M <3.0 9.5 PG 64-28

402.018901M <3.0 9.5 PG 64-28

6V0451 402.096301M <3.0 9.5 PG 64-28 402.018901M <3.0 9.5 PG 64-28

804809 402.126101M <3.0 12.5 PG 64-28

811110 402.126101M <3.0 12.5 PG 64-28

812717 402.126101M <3.0 12.5 PG 64-28 402.196901M <3.0 19 PG 64-28

812718 402.126101M <3.0 12.5 PG 64-28

805810 402.126101M <3.0 12.5 PG 70-22

881017 402.126101M <3.0 12.5 PG 70-22

848740 402.126101M <3.0 12.5 PG 70-22

814521 402.126101M <30.0 12.5 PG 70-22

823931 402.126101M <30.0 12.5 PG 70-22

805108 402.126101M <30.0 12.5 PG 64-28 Cont'd 402.126101M <30.0 12.5 PG 64-28

839091 402.126101M <30.0 12.5 PG 70-22

810346 402.126101M <3.0 12.5 PG 70-22

813118 402.126101M <3.0 12.5 PG 70-22

810347 402.126101M <3.0 12.5 PG 70-22

801056 402.126101M <30.0 12.5 PG 70-22

881016 402.126101M <3.0 12.5 PG 70-22

817746 402.126101M <30.0 12.5 PG 64-28

9T0451 402.098301M <3.0 9.5 PG 64-28

402.198901M <3.0 19 PG 64-28

9T0461 402.128301M <3.0 12.5 PG 64-28 402.198901M <3.0 19 PG 64-28




Project Number

Item


Aggregate Size (mm)

PG Binder

5V0334 402.128201M <10.0 12.5 PG 64-28

801726 402.126101M <10.0 12.5 PG 70-22

801053 402.126101M <10.0 12.5 PG 70-22

807103 402.126101M <3.0 12.5 PG 70-22 402.058901M <3.0 Shim PG 70-22

And 402.126101M <10.0 12.5 PG 70-22 PROJECT DIMENSIONS:

Information on pavement and shoulder widths for Department of Transportation Bituminous Concrete Delivered Contracts are listed for information purposes only. The dimensions listed are the best information available, but 100% accuracy is not guaranteed. Bidders should visit the project site to confirm the dimensions given and familiarize themselves with the project particulars before submitting a bid. The Department assumes no responsibility for erroneous information listed herein. The pavement width listed is the total width of all the travel lanes. The shoulder width is for one shoulder only.

Project Number

Items

Resurfacing Depth (mm)

Travel Lanes Width (m)

(total)

Lane

Width (m) (one

lane)

Shoulder Width

(m) (one

shldr)

Number Lanes

1T0411 402.097201M 40 6.7 3.4 0.9-2.4 2 402.018901M Varies 6.7 3.4 0.9-2.4 2 1T0412 402.097301M 40 6.7 3.4 0.9-2.4 2 402.018901M Varies 6.7 3.4 0.9-2.4 2 1T0413 402.097201M 40 6.7 3.4 0.9-2.4 2 402.018901M Varies 6.7 3.4 0.9-2.4 2 1T0421 402.097301M 40 6.7 3.4 0.9-2.4 2 402.018901M varies 6.7 3.4 --- 2 1T0422 402.098301M 40 6.7 - 7.3 3.4 - 3.6 0.9-2.4 2 402.018901M varies 6.7 - 7.3 3.4 - 3.6 --- 2 1T0431 402.128301M 40 6.7 3.4 1.2 2 402.058901M varies varies varies varies 2 1T0432 402.128301M 40 6.7 3.4 1.2 2



PROJECT DIMENSIONS: (Cont’d)

Project Number

Items



(total)

Lane

Width (m) (one

lane)

Shoulder Width

(m) (one

shldr)

Number Lanes

1T0441 402.098301M 40 7.3 3.7 0.0 - 3.6 2 1T0442 402.098301M 40 7.3 3.7 0.9 2 1T0451 402.126201M 40 8.2 4.1 0.0 2 402.018901M 25 8.2 4.1 0.0 2 1T0461 402.127301M 40 6.7 3.4 1.5 2 402.018901M varies 6.7 3.4 --- 2 1T0471 402.098301M 40 6.7 3.4 1.5 2 1T0481 402.127201M 40 7.4 3.7 1.2 2 1T0482 402.097301M 40 6.8 3.4 0.6 2 3V0413 402.126301M 40 7.3 3.7 3.0 2 3V0423 402.126201M 40 7.3 3.7 1.8 2 402.096201M 20 7.3 3.7 1.8 2 3V0431 402.126301M 40 6.1 3.0 1.2 2 402.098301M varies varies varies --- 2 3V0441 402.126301M 40 6.1 3.0 1.2 2 402.128301M varies varies varies --- 2 3V0442 402.126301M 40 6.1 3.0 0.9 2 402.128301M varies varies varies --- 2 3V0452 402.096301M 40 6.7 3.4 2.4 2 3V0453 402.098301M 40 6.1 3.1 2.1 2 407813 402.126301M 40 6.7 3.4 1.5 2 409635 402.126201M 40 7.3 3.7 3.0 2 402118 402.126301M 40 7.3 3.7 1.2 2 402.097301M 19 7.3 3.7 1.2 2 5V0438 402.126201M 40 18 to 21 3.6 to 4.5 NA 4 to 5 5V0445 402.096301M 40 6.7 3.4 1.5 2 5V0453 402.126301M 40 7.3 3.6 2.4 2




Project Number

Items



(total)

Lane

Width (m) (one

lane)

Shoulder Width

(m) (one

shldr)

Number Lanes

5V0452 402.126301M 40 13.7-14.6 3.6 0.0 4 5V0451 402.126301M 40 6.7 3.4 1.8 - 2.1 2 5V0414 402.126301M 40 6.7 3.4 2.7 2 402.196901M 50 6.7 3.4 2.7 2 5V0411 402.128201M 40 N/A N/A 0.8 N/A 402.258901M 50 N/A N/A 0.8 N/A 5V0424 402.096301M 38 7.0 - 7.3 3.5 - 3.7 0 - 3.6 2 5V0425 402.096301M 38 7.3 3.6 2.7 - 3.6 2 402.196901M 50 7.3 3.6 2.7 – 3.6 2 5V042A 402.096301M 38 6.8 3.4 1.8 2 402.196901M 50 6.8 3.4 1.8 2 6V0431 402.096301M 40 7.3 3.7 2.4 2 402.058901M 13 6V0432 402.096301M 32 6.7 3.4 1.8 2 6V0433 402.096301M 40 6.7 3.4 1.2 2 402.058901M 13 6V0441 402.096301M 40 7.3 3.7 1.2 2 402.018901M 25 7.3 3.7 1.2 2 6V0442 402.096301M 40 7.3 3.7 1.2 2 402.018901M 25 7.3 3.7 1.2 2 6V0451 402.096301M 40 6.7 3.4 1.8 2 402.018901M 18 Varies Varies --- 2 804809 402.126101M 40 7.3 3.7 0.0 -1.2 2 811110 402.126101M 40 10.9 3.7 0.0 -1.8 2-3 812717 402.126101M 40 14.6 3.7 0.0 4 402.196901M 50 14.6 3.7 0.0 4 812718 402.126101M 40 6.6 3.3 0.0 2




Project Number

Items



(total)

Lane

Width (m) (one

lane)

Shoulder Width

(m) (one

shldr)

Number Lanes

805810 402.126101M 40 6.2 3.1 1.2 2 881017 402.126101M 40 10.0 - 11.0 3.3 - 3.6 0.0 2-3 848740 402.126101M 40 6.1-7.3 3.0 – 3.7 0.9 -1.2 2 814521 402.126101M 40 6.7 - 14.6 2.9 - 3.3 0.9 -1.8 2-5 823931 402.126101M 40 7.3-9.2 3.7 1.2 -2.4 2-3 805108 402.126101M 40 7.3-14.6 3.7 0.0 -3.0 2-3 402.126101M 40 7.2-18.2 3.6 2.7 2-5 839091 402.126101M 40 11.0 3.7 0.0 2-3 810346 402.126101M 50 10.4 5.2 0.0 2 Municipal Place 50 14.4 3.6 0.0 2 813118 402.126101M 40 6.1 - 6.7 3.0 - 3.3 1.2-1.8 2 810347 402.126101M 40 6.1 3.0 0.6 - 1.2 2 801056 402.126101M 40 12.2 - 14.6 3.0 - 3.6 0.0 4 881016 402.126101M 50 11.0 5.5 0.0 2 817746 402.126101M 40 7.3 3.6 3.0 2 9T0451 402.098301M 25 6.7 3.2 1.2 2 402.198901M 50 shoulders only --- 1.0 --- 9T0461 402.128301M 40 7.4 - 12.2 3.7 2.5 - 3.0 2 to 3 402.198901M 50 shoulders only --- 2.5 - 3.0 --- 5V0344 402.128201M 40 9.1 3.4 2.4 2 801726 402.126101M 40 6.1-18.3 3.05 0.0-1.2 2-4 801053 402.126101M 40 12.2 3.05 0.0 4 807103 402.126101M 40 6.7 3.3 0.6 2 402.058901M 25 6.7 3.3 0.6 2 And 402.126101M 40 9.1 3.6 2.4 2



REBATE TABLE

Project Number

Rebate Location

Rebate Width (m)

IT0411 RM 1035, Route 9W 10

RM 1063, Route 9W 10

1T0412 RM 1000, Route 143 8.5 RM 1027, Route 143 8.5

1T0413 RM 1002, Route 910E 8.5 RM 1217, Route 85 14 RM 1239, Route 85 20

1T0421 RM 1000 12.2 RM 1003, Bridge Joint 12.2 RM 1004, Bridge Joint 12.2 RM 1037 9.1

1T0422 RM 1087 12.2 RM 1099 12.2

1T0431 RM 1065 14 RM 1103 14

1T0432 RM 1000 14 RM 1031 14

1T0441 RM 1057+115', south of bridge 16.8 RM 1056-130', north of bridge 20.4 RM 1056-185', south of tracks 20.4 RM 1043+192', north of bridge 8.5

1T0442 RM 1223, @ Church Hollow 12.2 RM 1260, @ Route 7 12.2

1T0451 No Rebates

1T0461 RM 1046 9.8 RM 1068 9.8

1T0471 RM 1019 9.8 RM 1078 9.8



REBATE TABLE: (Cont'd)

Project Number

Rebate Location

Rebate Width (m)

1T0481 RM 4 1803 1249 9.8

RM 4 1803 1242 9.8 RM 4 1803 1284 9.8 RM 4 1803 1327 9.8

1T0482 RM 149 1802 1232 8 RM 149 1802 1248 8

3V0413 RM 370 3102 1110 13.7 RM 370 3102 1139 13.7

3V0423 RM 96B 3602 1000 11 RM 96B 3602 1056 11

3V0431 RM 173 3301 3082 8.5 RM 173 3301 3118 8.5

3V0441 RM 174 3301 1068 8.5 RM 174 3301 1091 8.5

3V0442 RM 321 3301 1006 7.9 RM 321 3301 1047 7.9

3V0452 RM 13 3407 1000 11.6 RM 13 3407 1055 11.6

3V0453 RM 3 3401 3151 10.4 RM 3 3401 3191 10.4

407813 RM 78 4602 1107 9.8 RM 98 4602 1128 9.8

402118 No Rebates

409635 RM 96 4404 1161 13 RM 96 4404 1206 13

5V0438 No Rebates

5V0445 RM 75 5301 1035 9.8 RM 75 5301 1098 (Bridge) 9.8 RM 75 5301 1099 (Bridge) 9.8 RM 75 5301 1143 9.8




Project Number

Rebate Location

Rebate Width (m)

5V0453 RM 270 5402 1058 12.1

RR Crossing (South side) 12.1 RR Crossing (North side) 12.1 RM 270 5402 1073 12.1

5V0452 RM 61 5401 1023 13.7 RM 61 5401 2003 14.6

5V0451 RM 18 5401 1115 10.9 RM 18 5401 1130 10.9

5V0414 No Rebates

5V0411 No Rebates

5V0424 RM 20 5201 1124 11.3 RM 20 5201 1186 12.8

5V0425 No Rebates

5V0442A No Rebates

6V0431 RM 1203 Begin 12 RM 1233 End 13

6V0432 RM 1068 Begin 11 RM 1085 Begin Bridge 11 RM 1085 End Bridge 11 RM 1086 End 11

6V0433 RM 1099 Begin 25 RM 1125 End 12

6V0441 RM 1066 9.7 RM 1086 9.7

6V0442 RM 1166 9.7 RM 1194 9.7

6V0451 RM 1000 Begin 11 RM 1029 End 11

804809 RM 1070 9.7 RM 1082 8.1




Project Number

Rebate Location

Rebate Width (m)

811110 RM 1071 14.5

RM 1072-@ Bridge 2-14.5 RM 1090 14.5 980C RM 1003 10.5

812717 RM 1233 2-7.3 NB Ramp 2-10.2 SB Ramp 2-10.2 RM 1271 2-7.3

812718 RM 1072 7.3 RM 1085 7.3

805810 RM 1014 8.6 RM 1021@ Bridge 2-8.6 RM 1044 8.6

881017 No Rebates

848740 RM 1081 8.1 RM 1092@ Bridge 2-9.7 RM 1098@ Bridge 2-9.7 RM 1111 9.7

814521 RM 3026 9.7 RM 3040@Bridge 2-9.7 RM 3065 9.7

823931 RM 1236 11.6 RM 1241 11.6 RM 1250 11.6 RM 1265 14.6

805108 RM 1097@Bridge 2-12.8 RM 1125 24.2

839091 No Rebates

810346 RM 2189 10.4 RM 2196 10.4 Municipal Place @ Rte 9 14.4

813118 RM 4082 8.5 RM 4107 9.7




Project Number

Rebate Location

Rebate Width (m)

810347 RM 2053 8.5

RM 2061 8.5

801056 No Rebates

881016 RM 1000 11 RM 1002@ Bridge 2-11.0 RM 1006 11

817746 RM 1193 11.2 RM 1198@Bridge 2-11.2 RM 1215@Rt213 16.5 RM 1218 11.2

9T0451 RM 205 9401 1058 12.7 RM 205 9401 1099 9.4

9T0461 RM 7 9504 1184 14.3 RM 7 9504 1211 8.9

5V0334 None

801726 None

801053 None

807103 RM 164 8401 1000 Begin 7.9 RM 164 8401 1010 RR 7.9 RM 164 8401 1010 RR 7.9 RM 164 8401 1017 End 7.9

And RM 22 8403 1115 Begin 13.9 RM 22 8403 1119 Stop 13.9 RM 22 8403 1124 Resume 13.9 RM 22 8403 1149 End 13.9



State of New York Office of General Services

PROCUREMENT SERVICES GROUP Contract Performance Report

Please take a moment to let us know how this contract award has measured up to your expectations. If reporting on more than one contractor or product, please make copies as needed. This office will use the information to improve our contract award, where appropriate. Comments should include those of the product’s end user. Contract No.: Contractor. Describe Product* Provided (Include Item No., if available): *Note: “Product” is defined as a deliverable under any Bid or Contract, which may include commodities (including

printing), services and/or technology. The term “Product” includes Licensed Software.

Excellent Good Acceptable Unacceptable • Product meets your needs • Product meets contract specifications • Pricing CONTRACTOR Excellent Good Acceptable Unacceptable • Timeliness of delivery • Completeness of order (fill rate) • Responsiveness to inquiries • Employee courtesy • Problem resolution Comments: (over) Agency: Prepared by: Address: Title: Date: Phone: E-mail: Please detach or photocopy this form & return by FAX to 518/474-2437 or mail to:

OGS PROCUREMENT SERVICES GROUP Customer Services, Room 3711

Corning 2nd Tower - Empire State Plaza Albany, New York 12242

* * * * *

CONTRACT AWARD NOTIFICATIONSpecification Reference : SPEC-886 dated September 11, 2003 and as...

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Transcript of CONTRACT AWARD NOTIFICATIONSpecification Reference : SPEC-886 dated September 11, 2003 and as...