Rectification work of Bhoral Minor-1 and Bhoral Minor-2 of Dhima Branch Canal

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

S-1(A) and depositing the excavated stuff in uniform layers as 4481.928 m3 79.00

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

below including clearing the site etc. complete (including

dewatering).(a) 0 to 3 Mt. depth

S-2 consolidation including watering with lead as under and

all lifts etc. complete. 1087.398 m3 67.00

Providing and laying CC 1:2:4 grade using cement, sand &

crushed metal incuding providing & erecting necessary

S-4(D) form work, centering, vibrating, smooth finishing, 226.080 m3 5053.10

watering & curing as directed with all leads & lifts etc.

complete.(b) Super Structure

Providing &laying plain / reinforced ordinary portland

cement concrete of various grade with cement, sand, and

coarse aggregates including centering, shuttering,

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. 302.428 m3

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

b approach slab and chute floor slab, etc.(iii) M 25 grade 246.708 m3 5699.00

cement level is 380kg.

Footing of columns of piers & abutments, Piers,

abutments, pier cap, abutmemt cap, wingwalls,

headwalls, returnnwall, etc.(iv) M 25 grade cement level

Walls of barrels, breastwall, staunching rings, pedestals of

bearing, stoplog piers, well staining, transitionwall,

d etc.(iii) M 25 grade cement level is 380kg. 342.00 m3

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 1.550 KM 1062410.00

including red signal. (a) For cart track or V.R

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-1(B) placing, vibrating, smooth finishing, curing including 2597.400 m2 104.40

dewatering where required. (MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER CURING)

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 WATER CURING)

(A)7.5 cm thick lining in Bed (with water curing)

(A)7.5 cm thick lining in slope (with membrane curing)

(C)15 cm thick lining in bed (with water curing)

(D)15 cm thick lining in slope (with membrane curing)

Providing groove and filling expansion joint of size 12 mm

wide and 25 mm deep in canal lining during construction

L-16 with two coats of primer and filled with bituminous and 531.550 M 34.70

fine sand in proportion of 2:1, as directed etc. complete.

Providing and Fixing MS Welded Wire Mesh of

O- size150mm x150mm x3.8mm dia including cutting in

required size,fixing in canal prism including cover block & 2125.200 m2 136.00

binding wire etc.complete as directed

Providing and laying HDPE liner of 750 micron in bed and

O-32 slopes of canal at the required level below lining as per 2126.200 m2 174.00

drawing and as directed etc. complete.

Earth work in embankment from borrow pits in all sorts

of soil and soft murrum or other suitable strata as

directed including breaking the clods and dressing to the

E- design sections including cutting the proud section with 5563.800 m3 88.00

11(A) 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

E-12 required dry density including necessary watering and 4759.230 m3 18.00

rolling with roller of suitable type.

Dismantling the C.C. lining including including disposing

O-20 off the dismentalled materials as directed etc. complete. 2597.400 m2 86.50

Dismantling of Structures (Dismantling of existing

structures like culverts, bridges, retaining walls and other

structure comprising of masonry, cement concrete, wood

S-5 work, steel work, including T&P and scaffolding wherever 698.4 m3 597.00

necessary, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable

material with all lifts and lead of 1000 metres)

Providing cement plaster in thickness and proportion as

under including, smooth finishing, curing, scaffolding etc.

S-16 complete for all leads and lifts.Cement mortar 1:3 77.00 m2 291.70

proportion.( a ) 20 mm thick.

providing & laying rubble soling 0.30m thick

S-70 including filling voids with soft murrum, consolidation by 622.980 m2 751.00

power roller watering etc. complete.

Total Rs.