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Electrical (16000-16999)

203.21Rock Excavation C u b i c Y a r d

ME · 2020 Standard SpecificationsBook pages 206206View official source ↗

2-30 The accepted quantity of Presplitting Rock will be paid for at the Contract unit price per linear foot. All costs incurred by the Contractor in preparing an approved blasting plan, in maintaining a blasting log, and in adopting revised blasting me thods necessary to produce an acceptable test shot shall be considered incidental to relat ed Contract items. The accepted quantity of Culvert Bedding Stone will be paid for at the Contract unit price per cubic yard, complete and in place. Payment will be made under: P a y I t e m P a y U n i t

203.20 Common Excavation C u b i c Y a r d

203.21 Rock Excavation C u b i c Y a r d

203.211 Presplitting Rock L i n e a r F o o t 203.213 Drilling and Blasting of Solid Rock Subgrade Square yard

203.22 Unclassified Excavation C u b i c Y a r d

203.24 Common Borrow C u b i c Y a r d

203.25 Granular Borrow C u b i c Y a r d

203.26 Gravel Borrow C u b i c Y a r d

203.27 Rock Borrow C u b i c Y a r d

203.35 Crushed Stone 3/4-inch Cubic Yard

203.55 Culvert Bedding Stone Cubic Yard

SECTION 204 - SHOULDER REHABILITATION

204.01 Description This work shall consist of rehabilitating existing shoulders by

grading and compacting shoulders, and furnishing, placing, grad ing and compacting new shoulder aggregate to required grade.

204.02 Aggregates New shoulder aggregate for shoulder rehabil itation shall be

material meeting the requirements of Section 703.10 - Aggregate for Untreated Surface Course and Leveling Course or Section 703.06 b. - Aggregate for Subbase, Type D. New shoulder aggregate for add shoulder aggregate shall be mat erial meeting the requirements of Section 703.11 - Aggregate for Shoulders or Sec tion 703.06 b. - Aggregate for Subbase, Type D. New shoulder aggregate used for shoulder rehabilitation or add shoulder aggregate will not be required to pass the Washington State Degradation T est.

204.03 Existing Shoulder The existing shoulder for rehabilit ate shoulder shall be

prepared by grading with power equipment to provide a surface o n which to place an aggregate course. All sod, tar-penetrated strips and other uns uitable material shall be removed to the extent required by the Resident. Suitable excav ated granular material may

Source: Maine Standard Specifications for Road and Bridge Construction, 2020 Edition. Pages 206206 of 817.