Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of CONSTRUCTING NEW BOX TYPE BARREL IN PLACE OF EXISTING VRB @ 22600' ON MATAR

BRANCH CANAL (PIJ TO DABHAN)

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

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 banks or as

1 and where directed etc. complete for lead upto 500 CUM 1076 107.80

m and all lift. (BY MACHINERY) - Including

Providing & Laying in position "NOMINAL MIX"

cement concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C./R.C.C

work incl. necessary formworks centering,

scaffolding, compaction by vibrator, curing as

2 directed with all lead & lift etc complete Without CUM 183 3346.00

Dewatering and excluding cost of steel

reinforcement. (A) For Foundation concrete /

General purpose(a) C. C. Nominal Mix, M-10 and

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

directed with all lead & lift etc complete without

3a dewatering and excluding the cost of steel CUM 536 4190.00

reinforcement.(A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc.(a) Concrete

grade M-15 and MSA-20 mm

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

directed with all lead & lift etc complete without

3b dewatering and excluding the cost of steel CUM 111 4651.00

reinforcement.(A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping etc.(e) Concrete grade M-25 and

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

directed with all lead & lift etc complete without

3c dewatering and excluding the cost of steel CUM 152 5642.00

reinforcement.(E) For Column / Beam / Solid Slab

of Road Bridge / Barrel / Cutoff wall / Approch

Slab etc.(q) Concrete grade M-25 and MSA-20 mm

BILL OF QUANTITIES

Name of CONSTRUCTING NEW BOX TYPE BARREL IN PLACE OF EXISTING VRB @ 22600' ON MATAR

BRANCH CANAL (PIJ TO DABHAN)

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

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

3d directed with all lead & lift etc complete without CUM 29 5481.00

dewatering and excluding the cost of steel

reinforcement.(D) For Kerb / Wearing coat.(n)

Concrete grade M-25 and MSA -10 to 20mm

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

3e directed with all lead & lift etc complete without CUM 5 8023.00

dewatering and excluding the cost of steel

reinforcement.(F) For Perapet wall of Road Bridge

/ Structure.(t) Concrete grade M-25 and MSA -10

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

3f directed with all lead & lift etc complete without CUM 17.04 4811.00

dewatering and excluding the cost of steel

reinforcement.(B) For Key Wall(i) Concrete grade M-

20 and MSA 20 mm

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

4 necessary, hooking etc. complete as per drawing for MT 30.2 82019.00

all lead and lifts. TMT / CRS (FE 500D)

Providing and fixing in position pre-moulded

asphalt or bitumen cork board of approved quality

and specifications as per design and drawing.

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

6 bitumen cork board of approved quality. (Asphalt meter 26 587.70

pad or bitumen cork board will be paid

seperatly)225 mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent

of the approved make in the expansion and

7 contraction joints in the c.c. lining including meter 36 181.20

clearing the joints with air water jet.

Providing and fixing 110 mm diameter P.V.C..Pipe

8 (6 kgf / sqcm) Water spout with necessary iron meter 11 369.20

gratting as per design

Back filling the foundation trenches around the

structures etc with selected excavated stuff

including watering, ramming, compacting etc.

complete. (By Machinery)

BILL OF QUANTITIES

Name of CONSTRUCTING NEW BOX TYPE BARREL IN PLACE OF EXISTING VRB @ 22600' ON MATAR

BRANCH CANAL (PIJ TO DABHAN)

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Providing and fixing in position 1.80 m high above

finished ground level canal data boards of standard

size 1.20m x 0.90m with M.S. angle 40mm x 40mm

x 6mm with 3mm thick iron plate in 1:5:10

10 proportion concrete block size 40cm x 40cm x 75 No 2 3103.00

cm including painting existing data on the board

etc. complete as directed.

Wall Painting (two Coats) with plastic emulsion

paint of approved brand & manufacture on

undecorated wall surface to give an even shade

11 including throughly brushing the surface free from sqmt 89 78.90

mortar dropping & other foreign matter & sand

papered smooth .

Earth work in embankment using selected soil, soft

& hard murrum excavated from approved borrow

area / village tanks etc. Including conveying,

spreading in uniform layers, breaking clods and

12 dressing to the designed canal section etc. with lead CUM 1680 91.75

upto 1.500 km and all lift.(For canals having

capacity beyond 300 Cusec) ( By Machinery )

Compaction for making embankment for canal by

laying in regular layers of 15 cm in thickness

including breaking clods to 25 mm size incl. light

rolling by suitable rollers with slight watering to

13 facilitate rolling and dressing the side slopes etc. CUM 1680 27.70

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed, side

slopes and curvature including batching, mixing,

transporting, placing, vibrating, smooth finishing,

14 curing including dewatering where sqmt 143 808.90

required.(Manually with Conventional Mixer)20 cm

thick lining in slope - with water curing

Dismantling the R.C.C. work and disposing off the

stuff including stacking of the useful materials etc.

15 complete as directed.Heavy Reinforcement ( Main CUM 92.5 2021.60

bar above 16 mm. dia. )

Dismantling the R.C.C. work and disposing off the

stuff including stacking of the useful materials etc.

complete as directed.Light Reinforcement ( Main bar

upto 16 mm. dia. )

Dismantling the existing brick masonry including

sorting out and stacking the useful material and

removing the debries and making good the damages

etc. complete as directed. In Cement Mortar

BILL OF QUANTITIES

Name of CONSTRUCTING NEW BOX TYPE BARREL IN PLACE OF EXISTING VRB @ 22600' ON MATAR

BRANCH CANAL (PIJ TO DABHAN)

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Providing temporary all weather and fair weather

diversion suitable for traffic during the construction

period of the structure including providing

necessary drain diversion and all safty measures Jobwor

including red lamps/ signals at night for traffic etc. k

Rs. Eighty Two Lac Fifty Eight Thousand Eighty Two & Eighty Nine Paise Only

I/We am/are willing to carry out the work at……………………………. % above/ below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: MIS102010/17/K-1

Dated 30/07/2018 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the

Signature of contractor. Deputy Executive Engineer

Matar Irrigation Sub Division

Divisional Accountant Exectutive Engineer

Nadiad Irrigation Division Nadiad Irrigation Division