Construction of Bedi 2 Checkdam across Panari river near village Bedi Ta Poshina Dist Sabarkantha

BILL OF QUANTITIES

Construction of Bedi-2 Checkdam across Panari River near village Bedi, Taluka:- Poshina, District:-

MEMORANDUM SHOWING THE DETAILS OF ITEM OF WORK TO BE CARRIED OUT

Item estimated In Figure

Item of Work Unit Amount

more or less Rs. Ps.

1 Item no: 1 Care and diversion of river including

required dewatering during construction of weir

Job 100000.00 LS

and allied works as prescribed and directed

2 Item no: 2 Excavation for foundation in all sorts of

soil including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including

depositing the excavated stuff in uniform layers in 5827.00 107.80 cum

banks or as and where directed etc. complete for

lead upto 500 m and all lift. (BY MACHINERY)

b) Including dewatering.

3 Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, 1663.00 4344.00 cum

curing as directed with all lead & lift etc complete

without dewatering and excluding the cost of

steel reinforcement. (h) Concrete grade M-15

4 Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

where necessary, hooking etc. complete as per 17.744 82019.00 MT

drawing for all lead and lifts.TMT

5 Back filling the foundation trenches around the

structures etc with selected excavated stuff

including watering, ramming, compacting etc. 831.00 36.90 cum

complete. (By Machinery)

6 providing and laying dry rubble for apron having

minimum dimension of 300 mm and weight not

less than 40 kg including packing filling interstice 1026.00 832.00 cum

with quarry sparry etc.complete

Item estimated In Figure

Item of Work Unit Amount

more or less Rs. Ps.

7 Providing and supplying mechnically double

twisted highly galvanized with (PVC) Polyvinyl

Chloride coating gabions made of mesh size

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 136.00 1126.00 NO

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. (C) 1 m x 1 m x 0.30 m Size

(Stone Weight 10 to 40kg)

8 Providing and laying graded filter of specified

materials in uniform layer as per design incl. 236.00 1943.60 cum

Watering etc.complete as directed .

9 Providing and laying in position 110 mm dia (6

kgf/sqcm) P.V.C. Pipe for weep holes with non

corroding jali in abutments, wing walls, retaining 35.00 262.50 Rmt

walls etc. complete.

10 Providing and fixing in position P.V.C. 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. WATER STOP

11 Providing and fixing in position pre-moulded

asphalt or bitumen cork board of approved

quality and specifications as per design and 33.00 1508.90 Sq.m

drawing. 25 mm thickness

12 Providing and supplying mechnically double

twisted highly galvanized with (PVC) Polyvinyl

Chloride coating gabions made of mesh size

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 480.00 3417.00 No

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. (A) 1 m x 1 m x 1 m Size

(Stone Weight 10 to 40kg)

Item estimated In Figure

Item of Work Unit Amount

more or less Rs. Ps.

13 Providing and laying Non Woven Geo Fabric

Filter (weight more than 235 gm/Sq.m) over the

excavated surface as per specification including

stitching with overlap to design profile as 200.00 86.40 Sq.m

directed in tidal range etc. complete.

14 Providing and fixing marble plate of 2.54 cm

thick including engraving and filling led for letters

as directed. 36.00 108.40

I / We am/are willing to carry out the work at ___________________________________ % above / below

percent (should be written in figures and words) of the estimated rates mentioned above. Amount of

my/our tender works out as under :-

Estimated amount put to tender Rs. Rs.

Deduct :- …………….. % below Rs. Rs.

Total:- Rs. Rs.

* (Please strike out whichever is not

Signature of Contractor

Deputy Executive Engineer

Khedbrahma Irrigation Sub Division

Executive Engineer

Sabarkantha Irrigation Sub Division