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

Summary of Rate Analysis
Item
No.
Descriptions
Unit Rate
G PSC Grade M-50
(i)
For cast-in-situ box girder, segmental construction and balanced cantilever,
35-55% of cost of concrete
(p) Height upto 5m cum 7782.00
(q) Height 5m to 10m cum 8359.00
(r) Height above 10m cum 8935.00
H PSC Grade M- 55
(i)
For cast-in-situ box girder, segmental construction and balanced cantilever,
35-55% of cost of concrete
(p) Height upto 5m cum 8215.00
(q) Height 5m to 10m cum 8824.00
(r) Height above 10m cum 9432.15
14.2
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure
complete as per drawing and technical specifications
High tensile steel wires/strands including all accessories for stressing,
tonne 48653.00
14.3 stressing operations and grouting complete as per drawing and Technical
Specifications
Providing and laying Cement concrete wearing coat M-30 grade including
tonne 95146.00
14.4 reinforcement complete as per drawing and Technical Specifications cum 8656.00
14.5
14.6
14.7
Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course
on top of deck slab excluding prime coat with paving grade bitumen meeting the
requirements given in table 500-29, prepared by using mastic cooker and laid to
required level and slope after cleaning the surface, including providing antiskid
surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal
size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm
center to center in both directions, pressed into surface when the temperature of
surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface,
all complete as per clause 515.)
Construction of precast RCC railing of M30 Grade, aggregate size not
exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not
to exceed 1 in 500, centre to centre spacing between vertical post not to
exceed 2000 mm, leaving adequate space between vertical post for
expansion, complete as per approved drawings and technical specifications.
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size
aggregate, true to line and grade, tolurence of vertical RCC post not to
exceed 1 in 500, centre to centre spacing between vertical post not to exceed
2000 mm, leaving adequate space between vertical post for expansion,
complete as per approved drawings and technical specifications.
81
sqm 243.00
metre 1389.00
metre 1353.00
14.8
Providing, fitting and fixing mild steel railing complete as per drawing and
Technical Specification
metre 2848.00
14.9 Drainage Spouts complete as per drawing and Technical specification each 571.00
14.10
PCC M15 Grade leveling course below approach slab complete as per
drawing and Technical specification
cum 3757.00