Rectification work of Sanval Minor 2 and Gadsisar Branch Minor of Gadsisar Branch Canal

Name of Work :- “Rectification work of Sanval Minor 2 and Gadsisar

Branch Minor of Gadsisar Branch Canal ”.

Item No. Item Description Quantity Unit Rate (Rs.) Amount (Rs.)

Excavation inall sortsof soil (including wet and slushy condition of

soil) with yellow, sandy, gravelly soil including soft murrum &

H.M. including sorting &stacking and depositing the excavated

stuff in uniform layers as and where 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

including watering with lead as under and all lifts etc. complete.

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).

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

S-6(B)(i) and chute floor slab, etc. (i) M 15 grade.(Cement level - 300 kg) 635.7710 m3 5225.00

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

S-6(B)(iii) and chute floor slab, etc.(iii) M 25 grade (Cement level - 380 kg) 30.2940 m3 5699.00

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

S-6(C)(iv) cap, abutmemt cap, wingwalls, headwalls, returnnwall, etc.(iv) M 22.3440 m3 5909.00

25 grade (Cement level - 380 kg)

Walls of barrels, breastwall, staunching rings, pedestals of bearing,

S-6(D)(iii) stoplog piers, well staining, transitionwall, etc.(iii) M 25 grade 1416.6660 m3 5967.00

(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 cutting,

S-11(B) bending, welding, binding in position, hooking, placing in position 20.3500 M.T. 71366.00

with all leads and lifts etc. Complete.

Providing diversion of road during construction and maintenance

R-14 B of the same till completion of structure including red signal. (For 0.2500 KM 159410.00

Minor & Sub Minor) (a) For Earthen Road

Trimming of the canal section manually for preparing sub grade for

L-1(B) laying cement concrete (C.C.) lining in all sorts of soil and murrum 79.6000 m2 104.40

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

finishing, curing including dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

(C) 15 cm thick lining in Bed + key 24.0000 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

finishing, curing including dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

MEMBRANE CURING)

(D) 15 cm thick lining in Slope 55.6000 m2 601.50

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 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 15 cms to

cms thick at requisite moisture content to required dry density

including necessary watering and rolling with roller 456.0000 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 cm 69.8000 m2 86.50

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

S-21 and scaffolding wherever necessary, sorting the dismantled 425.3280 m3 597.00

material, disposal of unserviceable material and stacking the

serviceable material with all lifts and lead of 1000 metres)

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

S-8 joints and laying pipes to the designed grade and levels, curing etc. 1512.0000 Rmt 2857.70

complete for all leads and lifts.(e) NP-3 class 900 MM dia pipe.

Providing and fixing steel grill over canal syphon well as directed

etc. complete as per drawing.

Providing & laying rubble soling 0.30 m thick including filling

S-70 voids with soft murrum, consolidation by power roller watering etc 87.4920 m2 751.00

Total Amount Rs.

Total Amount Rs.