Mahi Right Bank Canal Project

BILL OF QUANTITIES

of Restoration of Damaged Aqueduct at ch.3380 ft. and Pipe VRB at ch 7450 ft of Dabhan minor

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

Dismantling the existing brick masonry including sorting out and

stacking the useful material and removing the debris and

making good the damages etc. complete as directed. In Cement

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 R.C.C. Pipes including sorting out and

stacking of the useful materials of the following diameters

including refilling the trenches etc. complete as

directed.(A)NP_2 pipes (D) 1000 mm. to 1200 mm.

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 and where directed etc. complete for lead up to

500m and all lift. (BY MACHINERY)(Excluding Dewatering)

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 dewatering and excluding the cost of steel

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

5b complete without dewatering and excluding the cost of steel CM 22.00 4457.00

reinforcement.(B) For Pier and Abutments / Wing wall / Head

wall / Return wall / Dowel Wall etc.(g) Concrete grade M-15 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

5c complete without dewatering and excluding the cost of steel CM 108.00 5642.00

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

Bridge / Barrel / Cutoff wall etc.(q) Concrete grade M-25 and

Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking etc.

complete as per drawing for all lead and lifts. (B) TMT / CRS

BILL OF QUANTITIES

of Restoration of Damaged Aqueduct at ch.3380 ft. and Pipe VRB at ch 7450 ft of Dabhan minor

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

Providing and laying plain / reinforced cement concrete lining of

Nominal Mix, M-15, (MSA-20 mm) in bed, side slopes and

curvature, including mixing, transporting, placing, vibrating,

7 smooth finishing, curing, including dewatering where required. SM 163.00 467.70

(MANUALLY WITH CONVENTIONAL MIXER )(B)10 cm thick lining

in bed /slope - with water curing.

Providing and laying burnt brick masonary in foundation

ordinary portland cement mortar 1:5 proportion including,

curing etc. complete for all leads and lifts. (Conventional Bricks)

Providing cement plaster in thickness and proportion as under

including, smooth finishing, curing, scaffolding etc. complete for

all leads and lifts. (A) Cement mortar 1:3 proportion. ( b ) 12 mm

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

10 clods and dressing to the designed canal section etc. with lead CM 47.00 110.80

upto 500m and all lifts (for canals having capacity up to

Cusec) ( By Machinery )

Compaction for making embankment for canal by laying in

regular layers of 15 cm in thickness including breaking clods to

11 25 mm size incl. light rolling by suitable rollers with slight CM 47.00 27.70

watering to facilitate rolling and dressing the side slopes etc.

Providing and fixing in position ( different diameter ) NP2 R.C.C.

pipe with collar including filling and caulking the joints with

12 cement mortar 1:1 proportion, finishing to design grade and RMT 15.00 2841.50

level curing etc. complete for all leads and lifts.(G)NP-2 class

1100 mm dia pipe.

Rs. Twenty Three Lac Six Hundred Seventy Eight & Seventy 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

BILL OF QUANTITIES

of Restoration of Damaged Aqueduct at ch.3380 ft. and Pipe VRB at ch 7450 ft of Dabhan minor

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

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

MIS102010/ 17/ K1 Date: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 tender.

Signature of contractor. Deputy Executive Engineer

Matar Irrigation Sub Division