APPWD Schedule of Rates for Road and Bridges - Arunachalpwd.org

33
Summary of Rate Analysis
Item
No.
Descriptions
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing the Material with
Unit Rate
4.12 water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,
laying in uniform layers with paver in sub- base / base course on well prepared
surface and compacting with vibratory roller to achieve the desired density.)
Construction of Median and Island with Soil Taken from Roadway Cutting
cum 1086.00
4.13
(Construction of Median and Island above road level with approved material
deposited at site from roadway cutting and excavation for drain and foundation of
other structures, spread, graded and compacted as per clause 407)
Construction of Median and Island with Soil Taken from Borrow Areas
cum 163.00
4.14 (Construction of median and Island above road level with approved material
brought from borrow pits, spread, sloped and compacted as per clause 407)
cum 390.00
4.15 Construction of Shoulders (A. Earthen Shoulders)
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on
4.17
a prepared surface by hauling vehicles, spreading and mixing with a motor grader,
watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base)
A By Mix in Place Method
(i) For 53 mm maximum size cum 1877.00
(ii) For 45 mm maximum size cum 2254.00
B By Mixing Plant :
(i) For 53 mm maximum size cum 1992.00
(ii) For 45 mm maximum size
Preparation of sub grade (Preparation of sub grade by excavating earth to an
cum 1484.00
4.18 (A) average depth of 22.50 cm, dressing to camber and consolidating with road roller,
making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making
sqm 28.00
4.18 (B) good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. sqm 2.90