Construction of Canal Syphon at Ch.5400 mt. of Benap Distributary Canal for passing the flow generated by local drain

BILL OF QUANTITIES

(A) Percentage Rate Tender (Upto INR 50 Cr.)

Name of Work : “Construction of Canal Syphon at Ch.5400 mt. of Benap

Distributary canal for passing the flow generated by local drain.”

Description Unit Total Qty Rate (Rs.)

Excavation in all sorts of soil (including wet and slushy

condition of soil) with yellow, sandy, gravelly soil including

soft murrum & H.M. including sorting & stacking and

S-1(A) depositing the excavated stuff in uniform layers as and m3 592.903 79.00

where directed upto lead of 30m and lift as shown below

including clearing the site etc. complete (including

dewatering).(A) For All Canal Capacity (a) 0 to 3 Mt. depth

Backfill with selected earth including ramming

S-2 consolidation including watering with lead as under and m3 375.000 67.00

all lifts etc. complete.(a) 0 to 30 m

Providing &laying plain / reinforced ordinary portland

cement concrete of various grade with cement, sand, and

coarse aggregates including centering, shuttering,

S-6 batching, mixing, transporting, placing, vibrating, smooth

finishing, curing etc.

complate. ( MANNUALLY WITH CONVENTIONAL MIXER )

(INCLUDING DEWATERING

a (B)(i) M 15 grade. cement level is 300 kg. m3 40.526 5225.00

Raft, Bottom slab of barrel, bottom slab of sump,

b approach slab and chute floor slab, etc.(iii) M 25 grade m3 18.095 5699.00

cement level is 380kg.

Footing of columns of piers & abutments, Piers,

c abutments, pier cap, abutmemt cap, wingwalls, headwalls, m3 10.924 5909.00

returnnwall, etc.(iv) M 25 grade cement level is 380kg.

Walls of barrels, breastwall, staunching rings, pedestals of

d bearing, stoplog piers, well staining, transitionwall, etc.(iii) m3 72.090 5967.00

M 25 grade cement level is 380kg.

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.

(E) For Column / Beam / Solid Slab of Road Bridge / Barrel

/ Cutoff wall etc.(q) Concrete grade M-25 and MSA-20 mm

Providing and laying TMT Fe -500D steel bar

reinforcement for R.C.C. works and anchor bars with

providing binding wires including cuting. bending. welding,

binding in position, hooking, placing in position with all

leads & lifts etc. complete.

(c) TMT Fe-500D

Providing diversion of road during construction and

R-14 maintenance of the same till completion of structure KM 0.100 161004.00

including red signal. (a) For Earthen road

Trimming of the canal section manually for preparing

subgrade for laying cement concrete lining in all sorts of

soil and murrum including watering and compacting bed

Providing and laying plain/reinforced cement concrete

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

curvature including batching, mixing, transporting,

L-3(I) placing, vibrating, smooth finishing, curing including

dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

E (C)15 cm thick lining in bed (with water curing) m2 4.750 586.90

L (D)15 cm thick lining in slope (with membrane curing) m 16.700 601.50

Earth work in embankment from borrow pits in all sorts of

soil and soft murrum or other suitable strata as directed

E- including breaking the clods and dressing to the design

11(A) sections including cutting the proud section with lead as

under and all lift including site clearing etc. complete.(A)

For all canal capacity (c)200 to 1000 Mt.

Compaction of earth work in embankment in layers of

cms to 23 cms thick at requisite moisture content to

required dry density including necessary watering and

rolling with roller of suitable type.

Dismantling the C.C. lining including including disposing

off the dismentalled materials as directed etc. complete.

providing & laying rubble soling 0.30m thick including

S-70 filling voids with soft murrum, consolidation by power m2 81.600 751.00

roller watering etc. complete.