Rectification work in Pirgadh&Daiyap Distributaries and Ratanpur &Ranesari Minors of Gadsisar Branch Canal

Name of Work :- “Rectification work in Pirgadh & Daiyap Distributaries

and Ratanpur & Ranesari Minors 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 &

S-1(A) H.M. including sorting &stacking and depositing the excavated 5470.887 m3 79.00

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

Backfill with selecteddewatering).

earth including ramming consolidation

S-2 including watering with lead as under and all lifts etc. complete. 3683.551 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,

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) 362.419 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) 173.345 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 70.782 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 412.493 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

S-11(B) cutting, bending, welding, binding in position, hooking, placing in 52.750 M.T. 71366.00

position with all leads and lifts etc. Complete.

Providing diversion of road during construction and maintenance

R-14 A of the same till completion of structure including red signal. (a) 0.460 KM 1062410.00

For cart track or V.R

Providing diversion of road during construction and maintenance

R-14 B of the same till completion of structure including red signal. (For 0.270 KM 159410.00

Minor & Sub Minor) (a) For Earthen Road

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 0.000 m2 327.90

(C) 15 cm thick lining in Bed + key 106.000 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 0.000 m2 338.80

(D) 15 cm thick lining in Slope 386.000 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 1752.000 m3 88.00

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

Compaction of earth work in embankment in layers of 15 cms to

23 cms thick at requisite moisture content to required dry density

E-12 including necessary watering and rolling with roller 1664.400 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 492.000 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 778.500 m3 597.00

material, disposal of unserviceable material and stacking the

serviceable material with all lifts and lead of 1000 metres)

Providing & laying rubble soling 0.30 m thick including filling

S-70 voids with soft murrum, consolidation by power roller watering etc 738.896 m2 751.00

Total Amount (Rs.)

Total Amount (Rs.)