Resectioning, Removing Encroachment and Providing and fixing Boundry Stone in S. S. S. Canal from Ch.307.225 km to 322.240 km.

It. Amount in

specification and reference to book of Quantity Unit Rate in Rs.

specifications)

1 Excavation in sorts of soil(including wet 1140.00 Cum 79.00

and Slushy condition of soil ) with yellow,

sandy, gravelly soil including soft

moorum and H.M including sorting and

stacking and depositing the excavated

stuff in uniform layers as and where

directed upto lead up 30 mt and lift as

shown below including clearing the site

etc complete(including dewatering)

(A)For all canal capacity (a) 0 to 3 mt

2 Providing and laying foundation concrete 14.70 Cum 3424.30

of proportion as under by using cement,

sand and machine crushed course

aggregate laid in situ including

necessary temping, smooth finishing,

watering and curing as directed with all

leads and lifts etc complete.(a) PCC

3 Providing and laying RCC 1:1.5:3 grade 748.80 Cum 5101.40

by using cement, sand and crushed

metal for different items like copping

work, pier cap, abutment cap, Wearing

coat, Skin concrete, Solid slab upto

cm. thick, Barrel of canal syphons, barrel

of R.C.C. through, & beams for

foundation and super structure as per

approved design incl. providing

necessary centering, shuttering and form

work, vibrating, smooth finishing,

watering and curing as directed with all

leads and lifts etc. comp

4 Providing and laying HYSD/TMT Fe- 17.69 M.T. 71366.00

415,500D steel bar reinforcement for

R.C.C. works and anchor bars with

providing binding wires including cutting,

bending, welding, binding in position,

hooking, placing in position with all leads

& lifts etc. complete.(c) TMT Fe-500D

Schedule-B Bill of Quantity new

Description of Item (with brief

It. Amount in

specification and reference to book of Quantity Unit Rate in Rs.

specifications)

5 Construction of Grannular sub base of 102.00 Cum 1699.26

150 mm thick in by Providing GSB Gr-I

coarse graded material using B.T Metal

4.75mm 45% & Below 2.36mm 20% in

uniform layer with motor grader on

prepared surface mxing by mix in place

method with vibratory roller to achive the

desired density complete as per close

6 Construction of dry lean cement 48.00 Cum 2427.67

concrete Sub- base over a prepared sub-

grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed

15:1, aggregate gradation after blending

to be as per table 600-1, cement content

not to be less than 220 kg/ cum,

optimum moisture content to be

determined during trial length

construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid

with a fixed form paver or conventional

method, compacting with 8-10 tonnes

vibratory roller, finishing and curing etc.

complete as directed.

7 Construction of un-reinforced, dowel 158.00 Cum 6260.16

jointed, plain cement concrete pavement

over a prepared sub base with concrete

grade M300, coarse and fine aggregate

conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as

per approved mix design, transported to

site, laid with a fixed form or slip form

paver, or conventional method,

compacted and finished in a continuous

operation including provision of

contraction, expansion, construction and

longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod,

admixtures as approved, curing

compound, finishing to lines and grades

as per drawing & as directed by

engineer in charge.

Schedule-B Bill of Quantity new

Description of Item (with brief

It. Amount in

specification and reference to book of Quantity Unit Rate in Rs.

specifications)

8 Cleaning the slope of dam within the 217740.00 Smt 3.40

dam boudary by removing the bushes,

shrubs, girth and smoll trees including

depositing the materials as and where

directed up to 50 mt. lead and all lift etc.

9 Clearing silt from canal/drain bed by 779341.59 Cum 71.80

digging the same to required bed level

and gradiant including depositing the

excavated earth regularly in spoil bank

for utilising the same for preparing the

bund after breaking clods as & where

directed for all lead & lift- By Machinary

10 Hire charges of JCB, Tata 4DX machinel 500.00 Per 1319.85

11 Providing and fixing Boundary stone as 4841.00 Each 103.56

per I.R.C. design including painting,

carving lettering etc. complete.(i) Fixing

12 Providing and laying CC 1:2:4 grade 56.00 Cum 4873.40

using cement, sand & crushed metal

incuding providing & erecting necessary

form work, centering, vibrating, smooth

finishing, watering & curing as directed

with all leads & lifts etc. complete.

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity new