Construct GRP to Open canal of Baluntri Distry tail point & Kareli minor under Sub Division Office K.B.C Sub Dn 3/2-B Tharad.

Name of Work :- “Construct GRP to Open canal of Baluntri Distry tail point & Kareli minor under Sub Division

Office K.B.C Sub Dn 3/2-B Tharad. "

Item No Item Description Qty Unit Rate (Rs.) Amount (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 depositing the excavated stuff in uniform layers

as 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 For All canal capacity

Backfill with selected earth including ramming consolidation including

S-2 watering with lead as under and all lifts etc. complete.(a) 0 to 30 m 882.48 m3 67.00

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

metal incuding providing & erecting necessary form work, centering,

S-4(D) vibrating, smooth finishing, watering & curing as directed with all leads 6.60 m3 5053.10

& 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)(B)(i) M 15 grade. cement level is 300 kg.

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

b chute floor slab, etc.(iii) M 25 grade cement level is 380kg. 50.40 m3 5699.00

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

c abutmemt cap, wingwalls, headwalls, returnnwall, etc.(iv) M 25 grade 19.68 m3 5909.00

cement level is 380kg.

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

d stoplog piers, well staining, transitionwall, etc.(iii) M 25 grade cement 104.38 m3 5967.00

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

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 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,

L-3(B) smooth finishing, curing including dewatering where required. 3414.60 m2 327.90

(MACHINERY BASED by "FLORI" - WITHOUT PAVER )( INCLUDING

WATER/MEMBRANE CURING) (A)7.5 cm thick lining in Bed (with water

(I) (A)7.5 cm thick lining in Slope (with membrane curing) 14237.76 m2 338.80

E (C)15 cm thick lining in bed (with water curing) 44.00 m2 586.90

L (C)15 cm thick lining in Slope (with membrane curing) 154.40 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

E-11(A) clods and dressing to the design sections including cutting the proud 88.20 m3 88.00

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

E-12 cms thick at requisite moisture content to required dry density 83.79 m3 18.00

including necessary watering and rolling with roller of suitable type.

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, sorting the dismantled material,

disposal of unserviceable material and stacking the serviceable

material with all lifts and lead of 1000 metres)

Providing diversion of road during construction and maintenance of the

R-14 same till completion of structure including red signal. (a) For cart track 0.25 Km. 1062410.00

providing & laying rubble soling 0.30m thick including filling voids with

soft murrum, consolidation by power roller watering etc. complete.

Dismantling the C.C. lining including including disposing off the

dismentalled materials as directed etc. complete.

Carrying out subsurface exploration in ordinary soil by drilling using

hand auger drilling equipment without casing upto a maximum depth

of 6 m below existing ground including collection of undisturbed soil

sample using Thin Wall Sampler and carrying out required Laboratory

Test like Soil Classification, Penetration Test, Strength Parameters and

furnishing Technical Report on the suitability of foundation type, Soil

Bearing Capacity etc. including cost of mobilization on site, required

men and machinery etc.complete.

Providing groove and filling expansion joint of size 12 mm wide and

mm deep in canal lining during construction with two coats of primer

L-16 and filled with bituminous and fine sand in proportion of 2:1, as 3348.71 Rmt 34.70

directed etc. complete.