Constructing New Box Type Culvert at local drain of village Viruna, Ta.Deesa, Dist.Banaskantha

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Excavation in all sorts of soil (including 195.94 Cum. 79.00

wet and slushy condition of soil) with

yellow, sandy, gravelly soil including soft

murrum & H.M. including sorting &

stacking and depositing the excavated

stuff in uniform layers as and where

directed upto lead of 30 m and lift as

shown below including clearing the site

etc. compute (including dewatering)

(A) for all canal capacity

(a) 0 to 3 Mt. depth

2 Providing and laying foundation concrete 14.40 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.

3 Providing and laying CC 1:2:4 grade 264.41 Cum. 4873.40

using cement, sand and crushed metal

including providing and erecting

necessary form work, centering,

vibrating, smooth finishing, watering and

curing as directed with all leads and lifts

etc complete. (a) Sub structures

4 Providing and laying in position reinforce 132.4556 Cum. 5996.00

cement concrete using crushed

aggregate including providing necessary

form work, centering, vibrating, smooth

specified finishing, curring as required

for specified leads and all lifts etc

complete in M-20 grade

(c) for walls, including top and bottom

slab of outlet sluice etc complete.

5 Providing and laying HYSD/TMT Fe 415 11.96 MT 61447.00

steel bar reinforcement for R.C.C. works

and anchor bar with providing binding

wires including cutting, bending, welding,

binding in position hooking, placing in

position with all leads & lifts etc.

(B) TMT Fe 415 steel bars

Schedule-B-Boq

Description of Item (with brief

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

ramming consolidation including

watering with lead as under and all lifts

etc. complete. (a) 0 to 30 m

7 Earth work in embankment from borrow 1509.63 Cum. 88.00

pits in all sorts of soil and soft murrum or

other suitable strata as directed

including breaking the clods and

dressing to the design sections including

cutting the proud section with lead as

under and all lift including site clearing

etc. complete. (c) 200 to 1000 Mt.

8 Providing & laying Wheep Holes in 32.00 Each 85.84

abutment and returns by using AC pipe

of 100 mm diameter incl laying in proper

grade and jointing and complete as per

detail specifications.

9 Providing and laying graded filters of 36.00 Cum. 626.00

sand, gravel and over size metal (100

mm to 150 mm) behind the retaining wall

and wing walls as directed as per

approved drawing with all lead & lifts etc.

10 Providing and fixing in position 41.01 Rmt. 587.70

P.V.C.heavy dutywater stops inbarrels,

troughs and wing walls with 25mmwide

expansion joint as shown indrawing

including filling the joints with asphalt

pad or bitumen cork board of approved

quality. (A) 225mm wide PVC water

11 Providing and laying PVC sheet at 31.00 Rmt. 766.80

bottom and polysulphide sealant at

top(in two parts) all around the pier as

per drawing

12 Providing cast iron water spout10cm.Dia 4.00 No 766.80

at entry and15cm.Dia. At exit

incl.Necessary as per design.

13 White washing with lime on wall surface 252.12 Sqm 12.57

(Two coats) To give an even shade

including throughly broming the surface

to remove all dust morta and othe

foreign mattters.

Schedule-B-Boq

Description of Item (with brief

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

14 Providing and supplying mechnically 240.00 No 2265.00

double twisted highly galvanized with

(PVC) Polyvinyl Chloride coating

gabions made of mesh size 10 x 12 cm

woven wire (3.00mm dia), tying with

lacing wire of dia 2.2mm, as per ASTM

A975-97, size of gabion, including

providing and laying stones in the

gabions and arranging them in a

required manner in the section or such

other structure with arranging in required

layer thickness and arranging gabions,

with the crane if required (if required as

per drawings or as directed) with all

material, labour, tools, lead and lift etc.

comp. (B) 1 m x 1 m x 0.6 m

Size (Stone Weight 10 to 40kg)

15 Providing and laying Non Woven Geo 240.00 Sq.m 86.40

Fabric Filter (weight more than

gm/Sq.m) over the excavated surface as

per specification including stitching with

overlap to design profile as directed in

tidal range etc. complete.

16 Care and diversion of river/drain 1.00 Job 36724.50

including required dewatering during

construction of structure and allied works

as presribed and directed etc. complete

and poviding and constructing diversion

road for traffic during Construction of

Structure.

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B-Boq