MEASUREMENT AND PAYMENT - Lump Sum. For the type of alternate design bridge structure selected, subject to a reduction equal to the amount of the Contractor's share of the Department's engineering costs to be determined as follows: • For each alternate bridge structure with lump sum bid item amount less than $2,000,000 = 2% of the lump sum bid amount for structure • For each alternate bridge structure with lump sum bid item amount over $2,000,000 = $40,000 plus 0.25% of the lump sum bid amount over $2,000,000, total amount not to exceed $85,000 Each alternate bridge structure involving a redesign from cast- in- place diaphragms to precast diaphragms will be subject to a reduction of $300 per structure if contractor's bid lump for lump sum item is less than $2,000,000 and a reduction of $750 per lump sum item if structure is over $2,000,000, for the amount of the Contractor's share of the Department's engineering cost. The Contractor's share of the Department's engineering costs will be recovered by processing a contract adjustment (Alternate Design Review) to reduce the contract lump sum price by an amount equal to the Contractor's share. A utility company's share of fabricated structural steel and/ or installation of sleeves, inserts, casings, hanger assemblies, ducts, etc. for utilities is to be a separate item. Do not include the utility company's share in the bid price for the alternate design bridge structure unless otherwise specified. For an alternate design bridge structure, all items of work are to be included in and will be paid for as part of the contract lump sum price; except, bearing piles; pile tip reinforcement; pile load tests; dynamic pile testing; Class C cement concrete under footings; Class 3 excavation, reinforcement bars, and Class A cement concrete for pedestals; and caissons. Placing deck concrete in excess of the indicated quantity will not be considered a change from the design. The contract lump sum price for each alternate bridge structure includes full compensation for all deck concrete.
MEASUREMENT AND PAYMENT - Lump Sum. Partial payment will be made for the design activity based on the approved Schedule of Values in accordance with Section IX the Special Provision titled SPECIAL BIDDING – DESIGN-BUILD, utilizing the following components: • Pre-Final Plan Approval • Signing and Pavement Marking Plan Approval • Final Roadway Drawings Approval • As-Built Drawings I29901A - c29901 ITEM 8800-0002 CONSTRUCT ROADWAY ITEM 8800-0002 - CONSTRUCT ROADWAY
MEASUREMENT AND PAYMENT - Lump Sum. Partial payment will be made for the design activity based on the approved Schedule of Values in accordance with Section IX of the Special Provision titled SPECIAL BIDDING – DESIGN-BUILD, utilizing the following components: • Incident/Transportation Management Plan Approval - 10% • Preliminary Plan Approval - 40% • Final Plan Approval - 50% D29903A - c8000 ITEM 8915-0001 CONSTRUCTION OF MAINTENANCE AND PROTECTION OF TRAFFIC ITEM 8915-0001 CONSTRUCTION OF MAINTENANCE AND PROTECTION OF TRAFFIC
MEASUREMENT AND PAYMENT - Lump Sum. F18.00 WIRELESS COMMUNICATIONS SYSTEM PA TURNPIKE COMMISSION (ITEM: 4000-0010)
MEASUREMENT AND PAYMENT - Lump Sum. The proposal will include separate pay items for the Inspector’s Field Office and Inspection Facilities, Field Laboratory, Proportioning Plant Office, and Equipment Package, as applicable. Each contract item will be paid, as specified in Section 110.05, in two equal payments, according to the following schedule: • When work is completed in an amount equivalent to at least 10% of the original contract amount, excluding the bid price for the applicable item, the first payment will be made. • When work is completed in an amount equivalent to at least 60% of the original contract amount, excluding the bid price for the applicable item, the second payment will be made.
MEASUREMENT AND PAYMENT - Lump Sum. Includes the Preliminary Project Schedule, the CPM Schedule, Look Ahead Schedules, monthly updates, recovery schedules, all submissions and revisions, software purchases and training, attendance at scheduling meetings, and any work required to provide an acceptable CPM Schedule.
MEASUREMENT AND PAYMENT - Lump Sum. Includes all material and labor necessary to construct, maintain, clean and remove temporary features for each crossing.
MEASUREMENT AND PAYMENT - Lump Sum. This item will be measured and paid for in a proportionate manner, designated by the Department. If an acceptable open cut excavation is provided in lieu of the temporary excavation support indicated, payment will be made for the as- bid lump sum temporary excavation support item, but no additional payment will be made for any class of excavation, structure backfill or additional shoring as a result of the open cut excavation or to restore the facilities to their original condition. The Soil Parameters as indicated in III. (c) 1. are:
1.a Effective angle of friction: 32 degrees
1. b Moist unit weight of soil: 120 pcf 1.c Saturated unit weight of soil: 125 pcf 1.d Effective cohesion: 0 psf 1.e Static groundwater level at elevation: N/A
1. f Undrained shear strength of cohesive soil: N/A 1.g shear strength of rock mass: N/A I6091F - c06091 XXXX 0000-0000 EQUIPMENT PACKAGE XXXX 0000-0000 EQUIPMENT PACKAGE
MEASUREMENT AND PAYMENT - Lump Sum. This item will be measured and paid for in a proportionate manner, one designated by the Department. If an acceptable open cut excavation is provided in lieu of the temporary excavation support indicated, payment will be made for the as- bid lump sum temporary excavation support item, but no additional payment will be made for any class of excavation, structure backfill or additional shoring as a result of the open cut excavation or to restore the facilities to their original condition. 00 - bCLASS AA CEMENT CONCRETE MODIFIED CLASS AA CEMENT CONCRETE MODIFIED
MEASUREMENT AND PAYMENT - Lump Sum. 00 EXPRESS E-ZPASS CLOSURE COORDINATION
