Construction of Chandrana 2 Checkdam across Panari river near village Chandrana Taluka Poshina Dist Sabarkantha

BILL OF QUANTITIES

Construction of Chandrana-2 Checkdam across Panari River near village Chandrana, Taluka:-

Poshina, District:- Sabarkantha

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

Item estimated but In Figure

Item of Work Unit Amount

No. may be 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 4632.00 107.80 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, curing as 1152.00 4344.00 cum

directed with all lead & lift etc complete without

dewatering and excluding the cost of steel

reinforcement. (h) Concrete grade M-15 and

4 Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

where necessary, hooking etc. complete as per 13.066 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. 1223.00 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 742.00 832.00 cum

with quarry sparry etc.complete

Item estimated but In Figure

Item of Work Unit Amount

No. may be more

or less Rs. Ps.

7 Providing and supplying mechnically 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 79.00 1126.00 NO

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

8 Providing and laying graded filter of specified

materials in uniform layer as per design incl. 150.00 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 41.00 262.50 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 drawing. 25 14.00 1508.90 Sq.m

12 Providing and supplying mechnically 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 480.00 3417.00 No

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

Item estimated but In Figure

Item of Work Unit Amount

No. may be 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 directed 200.00 86.40 Sq.m

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