Rectification work of Minors of section(4) of Gadsisar Branch Canal

Name of Work :- “Rectification work of Minors of section(4) of Gadsisar

Branch Canal ”.

Item No. Item Description Total Qty Unit Rate (Rs.) Amount (Rs.)

Excavation in all sortsof 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 where 10499.5037 m3 79.00

directed up to lead of 30 m and lift as shown below including

clearing the site etc.compute(including dewatering).

Backfill with selected earth including ramming consolidation

S-2 including watering with lead as under and all lifts etc. 5503.8207 m3 67.00

Providing &laying plain / reinforced ordinary portland cement

concrete of various grade with cement, sand, and coarse

aggregates including centering, shuttering, batching, mixing,

S-6 transporting, placing, vibrating, smooth finishing, curing

etc. complate. MANNUALLY WITH CONVENTIONAL

MIXER (INCLUDING DEWATERING).

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

S-6(B)(i) slab and chute floor slab, etc. (i) M 15 grade.(Cement level - 339.4071 m3 5225.00

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

S-6(B)(iii) slab and chute floor slab, etc.(iii) M 25 grade (Cement level - 118.1937 m3 5699.00

Footing of columns of piers & abutments, Piers, abutments, pier

S-6(C)(iv) cap, abutmemt cap, wingwalls, headwalls, returnnwall, etc.(iv) 60.4430 m3 5909.00

M 25 grade (Cement level - 380 kg)

Walls of barrels, breastwall, staunching rings, pedestals of

S-6(D)(iii) bearing, stoplog piers, well staining, transitionwall, etc.(iii) M 436.2660 m3 5967.00

25 grade (Cement level-380 kg)

Roadway slab, kerb, hoisting platform, top slab of barrel, etc.

(iii) M 25 grade.(Cement level-380 kg)

Providing & laying TMT Fe 500 D steel bar reinforcement for

R.C.C. Works and anchor bars with binding wire including

S-11(B) cutting, bending, welding, binding in position, hooking, placing 52.1300 M.T. 71366.00

in position with all leads and lifts etc. Complete.

Providing & laying rubble soling 0.30 m thick including filling

S-70 voids with soft murrum, consolidation by power roller watering 364.9330 sqmt 751.00

Providing diversion of road during construction and

R-14 A maintenance of the same till completion of structure including 0.3800 KM 1062410.00

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

Providing diversion of road during construction and

maintenance of the same till completion of structure including

R-14 B red signal. (For Minor & Sub Minor) (a) For Earthen Road 0.6500 KM 159410.00

Trimming of the canal section manually for preparing sub grade

for laying cement concrete (C.C.) lining in all sorts of soil and

murrum including watering and compacting bed etc. complete.

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

L-16 finishing, curing including dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

(A) 7.5 cm thick lining in Bed + Key 2178.0000 m2 327.90

(C) 15 cm thick lining in Bed + key 114.0000 m2 586.90

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

L-17 finishing, curing including dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

MEMBRANE CURING)

(A) 7.5 cm thick lining in Slope 5040.6000 m2 338.80

(D) 15 cm thick lining in Slope 272.4000 m2 601.50

Providing groove and filling expansion joint of size 12 mm

wide and 25 mm deep in canal lining during construction with

L-33 two coats of primer and filled with bituminous and fine sand in 1804.6500 m 34.70

proportion of 2:1, 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 design sections including

E-11(A) cutting the proud section with lead as under and all lift 6884.7380 m3 88.00

including site clearing etc. complete.(A) For all canal capacity

Compaction of earth work in embankment in layers of 15 cms

to 23 cms thick at requisite moisture content to required dry

density including necessary watering and rolling with roller 6540.5012 m3 18.00

of suitable type.

Dismantling the C.C. lining including including disposing off

O-20 the dismentalled materials as directed etc. complete. (a) 7.50 6714.4200 m2 86.50

Providing and fixing in position ( different diameter ) I.S.,NP-3

class reinforced pipe with caulking the joints with cement

mortar 1:1 proportion,using jute string soaked in cement slurry,

finishing joints and laying pipes to the designed grade and

levels, curing etc. complete for all leads and lifts.(f) NP-3 class

1100 mm dia pipe.

Dismantling of Structures (Dismantling of existing structures

like culverts, bridges, retaining walls and other structure

comprising of masonry, cement concrete, wood work, steel

work, including T&P and scaffolding wherever necessary,

S-21 sorting the dismantled material, disposal of unserviceable 722.0000 m3 597.00

material and stacking the serviceable material with all lifts and

lead of 1000 metres)

Providing and fixing steel grill over canal syphon well as

S-41 directed etc. complete as per drawing. 384.0000 kgs 67.9

Total Amount Rs.

Total Amount Rs.