Construction of Piludara Checkdam Across Rupen River At Village Piludara Taluka, District :- Mahesana

BILL OF QUANTITIES

Name of Work:- Construction of Piludara Checkdam Across Rupen River At Village

Piludara Taluka, District :- Mahesana

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No. and reference to book of specifications) figures

1 Care and diversion of River 1 Job 278689.00

including dewatering during construction of

checkdam and allied works as prescribed and

directed etc. completed.

2 Jungle clearance of specified category and 4 Ha 11552.00

bushes for canal/dam work as directed with

disposing materials etc. complete.(Excluding

tree of girth above 0.5 Mt.) (a) For Light Dence

3 Excavation in all sorts of strata and 17804.81 Cum 79.00

formations including depositing the unuseful

excavated stuff as and where directed

including sorting and stacking useful

materials as required and upto lead of 200mt.

And all lifts etc. complete, including

(a) In Overburden including hard murrum.

4 Providing and laying foundation concrete of 254.68 Cum 3914.00

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

5 Providing and laying in position cement 4024.50 Cum 4174.00

concrete M15(MSA 40) using cement, Sand

and machine crushed course aggregate

including providing necessary form work,

compaction, finishing and curring as required

etc. completed for checkdams. (with Mobile

6 Providing and laying HYSD/TMT Fe-415,500D 8.53 MT 71264.00

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

7 Providing weep holes 100 or 110 mm dia. 195 Rmt 396.00

pipe in the retaining wall etc complete.(b)

P.V.C.Pipe(6kg/cm2)

8 Providing and laying graded filters of sand, 335 Cum 1409.00

gravel and over size metal (100 mm to

mm) behind the retaining wall and wing walls

as directed as per approved drawing with all

lead & lifts etc. complete.

9 Providing And supplying Mecheanically 2160 Nos. 2133.00

Double twist highly Galvanized with (P.V.C)

Polychloride coating gabbions made of mesh

size 10x12 mm woeven wire as per ASTMA-

975-97 size of gabbion 1Mx1Mx0.5M

Including providing and laying stones in the

gabbion an arranging them in required

manner in the section of break water or such

other structure including quarring

,blasting,loading at quarry site,transporting at

work site and arrange in the gabbions in work

man like manner with requred layer

thickness and arranging this gabbions in

required(If Required or As Directed) layers

with crane of required capacity with all

materials ,labours ,tools etc.complete.

10 Providing and laying geo fabric filter (GWF- 1080 Smt 96.00

40-200 category) over the excavated surface

as per specificaion including stitching with

overlap to design profile as directed in tidal

range etc. complete

11 Providing and laying dry rubble for appron 1253 Cum 2124.00

including packing filling interstice with

quarry spaul And Including Packing With

Mecheanically Double twist highly Galvanized

with (P.V.C) Polychloride coating made of

mesh size 10x12 mm woven wire as per

ASTMA-975-97 and including quarring

,blasting,loading at quarry site,transporting at

work site and arrange in the work man like

manner with required layer thickness and

arranging this rubble in required(If Required

or As Directed) layers with all materials

,labours ,tools etc.complete.

12 Back fill with selected earth from out side 389 Cum 142.00

borrow area or from excavated usefull

material including watering, ramming,

consolidation etc. with pneumatic templing

and lead upto 1.0 Km. and all lift etc.

13 Providing and fixing in position P.V.C. 33 Rmt 634.50

heavy duty water stops in barrels, troughs

and wing walls with 25 mm wide

expansion joint as shown in drawing

including filling the joints with asphalt pad or

bitumen cork board of approved quality.

(Asphalt pad or bitumen cork board will be

paid seperatly) 300 mm WIDE P.V.C.

14 Providing and filling in contraction joints with 32 Sqmt 450.00

12mm thick bitumen sheet of approved

quality as directed etc.,complete.

15 Providing and fixing marble plate 45cms x 60 1 Nos 999.00

cms size including engraving for letters as

directed etc. complete.

16 "Constructing R.C.C.diaphragm wall 60cm 370.14 Sqmt 3926.00

thick special tools equipments and method of

execution with concrete of M-20 class

consisting of following items and components

of work with all leads and lifts etc.complete.

(a) 30 CM thick pre cast R.C.C. 1:3:6 pre trench

for providing platform as per drawing

including curing etc. complete."

17 Constructing R.C.C.diaphragm wall 60cm thick 1003.39 Sqmt 1166.80

special tools equipments and method of

execution with concrete of M-20 class

consisting of following items and components

of work with all leads and lifts

etc.complete.(b)Boring for the diaphragm

wall of 60cm thick through overburden

including all sorts of soils,hard murrum,soft

rock upto required depth with all lifts.

18 Constructing R.C.C.diaphragm wall 60cm thick 1003.39 Sqmt 3894.00

special tools equipments and method of

execution with concrete of M-20 class

consisting of following items and components

of work with all leads and lifts

etc.complete.(d)Providing & Placing in

Position 60cm thick concrete of grade M20 for

the diaphragm wall with the use of tramie

upto required level incl. All lift.

19 Constructing R.C.C.diaphragm wall 60cm thick 19.19 MT 81691.10

special tools equipments and method of

execution with concrete of M-20 class

consisting of following items and components

of work with all leads and lifts

etc.complete.(e)Providing & placing in

position reinforcement cage in diaphragm

wall including cutting, bending, tieing, fixing,

placing in position etc.complete below river

bed with all lifts.

20 Providing and lying dry rubble pitching with 699.64 Sqmt 944.00

base of inverted filter as per design and

drawing including providing headers or (pre

cast headers of concrete M 15)hand packing

trimming and dressing of slopes etc. complete

for leads as specified and all lifts etc.

complete.(b) 30 cm thick pitching with 15 cm