Constructing WBM Road on Service Road of ch. 3627-4023 and 9228-9570 mt. of 6L Distry and Ch.0 to 650 Mt. of Velava Minor of Main Canal of Dantiwada Reservoir Project.

It. No. specification and reference to book of Quantity Unit Amount in Rs.

specifications)

1 Clearing and grubbing road land including 0.90 Hector 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut

earlier and disposal of unserviceable

(C) By mechanical means in area of light

{SOR. It. Code. 26117C P. No.213}

2 Box cutting the road surface to proper slope 1777.00 Cu.M. 109.08

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

{SOR. It. Code. 26008 P. No.177 }

3 Earthwork for embankment including 996.00 Cu.M. 154.87

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)

(B) From Borrow pits within 0.5 Km. lead

{SOR. It. Code. 26001CB P. No. 176}

4 Rolling & Watering of Earth work in layers 996.00 Cu.M. 22.96

with vibratory roller including filling in

depressions which occur during the process.

{SOR. It. Code. 26002 P. No. + It. Code.

5 Construction of granular sub-base by 947.00 Cu.M. 1293.81

providing well graded material, (Metal

mm to 53 mm 35%, B.T. Kapachi 25.60 mm

to 4.75 mm 45% & Coarse sand below

mm 20% }spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC,

and compacting with smooth wheel roller to

achieve the desired density, complete as

per Technical Specification Clause

Rate Analysis

6 Providing and laying W.B.M. of M.C. metal of 588.00 Cu.M. 2207.34

size 45 mm to 90 mm size including

Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to

100KN static weight.

100 mm thick compacted

Rate Analysis

7 Providing and laying W.B.M. of M.C. metal of 849.00 Cu.M. 2002.37

size 45 mm to 63 mm size including

Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to

100KN static weight.

75 mm thick compacted each.

Rate Analysis

Description of Item (with brief

It. No. specification and reference to book of Quantity Unit Amount in Rs.

specifications)

8 Providing hard side shoulder of 100 mm 44.00 Cu.M. 806.67

thick for embankment using quarry spall with

all lead and lift and including watering and

rolling and consolidation of sub grade in

layers at OMC to required dry density

including filling depression which occur

during the process using vibratory roller of

having CBR value not less than 30.0)

Rate Analysis

9 Providing & laying 50.00 thick Bituminous 50.00 MT 3555.20

macadam with VG-30 for tack coat @

kg / 10 smt. on B.T. surface and using B.T.

stone aggregate as per required gradation

with asphalt of VG-30 at the rate of 3.4 %

i.e. 34.0 Kg/ M.T. by weight mix including

heating & mixing in Drum mix plant

transporting the mix spreading the same by

paver finisher and consolidation by vibratory

roller as per MORT&H specification including

cost of all materials fuel, labours, tools and

plant etc using contractors own drum mix

plant etc. comp.

10 Providing and laying 25 mm thick compacted 50.00 MT 4341.99

S.D.B.C.with B.T.stone chips as per MORT

& H gradation and specification with

bitumen grade VG-30 for mixing at the rate

of 50.00 kg/M.T.by weight of total mix i.e.")

(5.0 % by weight of total mix ) including

heating the asphalt and aggreates by Drum

mix plant and spreading the same by paver

finisher including rolling and consolidation

with 10-12 tonnes vibratory and power roller

and providing all materials,equipments,

tools, and plants,fire wood,oil,

kerosene,labour charges etc and using

contractor's own machineries Drum mix plant

and paver finisher etc complet. {As per R.A.}

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division