Rectification work of Lorwada Mr-II ,Idhata Mr of Idhata Distributaries and Idhata Distry of Dhima Branch Canal.

Bill of Quantities

Name of Work :- “Rectification work of Lorwada Mr-II ,Idhata Mr of

Idhata Distributaries and Idhata Distry of Dhima Branch Canal."

Item No. Item Description Total 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 watering with lead as under and all lifts etc. complete.

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

crushed metal incuding providing & erecting necessary form

S-4(D) work, centering, vibrating, smooth finishing, watering & curing 1277.42 m3 5053.10

as directed with all leads & lifts etc. complete.

(b) Super Structure

Providing &laying plain / reinforced ordinary portland cement m3

concrete of various grade with cement, sand, and coarse

aggregates including centering, shuttering, batching, mixing,

S-6 transporting, placing, vibrating, smooth finishing, curing etc. 59.29 5225.00

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

Raft, Bottom slab of barrel, bottom slab of sump, approach m3

b slab and chute floor slab, etc.(iii) M 25 grade cement level is 36.20 5699.00

Footing of columns of piers & abutments, Piers, abutments, pier m3

cap, abutmemt cap, wingwalls, headwalls, returnnwall, etc.(iv)

M 25 grade cement level is 380kg.

Walls of barrels, breastwall, staunching rings, pedestals of m3

d bearing, stoplog piers, well staining, transitionwall, etc.(iii) M 114.45 5967.00

25 grade cement level is 380kg.

Roadway slab, kerb, hoisting platform, top slab of barrel, etc. m3

e (iii) M 25 grade.(Cement level-380 kg) 13.65 5847.00

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,

S-11 hooking, placing in position with all leads & lifts etc. complete. 12.40 M.T. 71366.00

(c) TMT Fe-500D

L-9 Providing and filling the polysulphide joint sealant of the

approved make in the expansion and contraction joints in the

c.c. lining including clearing the joints with air water jet.

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 m2

M 15 (MSA 20 mm) in bed, side slopes and curvature

including batching, mixing, transporting, placing, vibrating,

smooth finishing, curing including dewatering where required.

L-3(I) (MACHINERY BASED by "FLORI" - WITHOUT PAVER 4899.05 327.90

)( INCLUDING WATER/MEMBRANE CURING) (B)

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

(I) (A)7.5 cm thick lining in Slope (with membrane curing) 16674.70 m2 338.80

E (C)15 cm thick lining in bed (with water curing) 48.00 m2 586.90

L (C)15 cm thick lining in Slope (with membrane curing) 80.00 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

E-11(A) cutting the proud section with lead as under and all lift 6166.45 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

E-12 density including necessary watering and rolling with roller 5858.13 m3 18.00

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

R-14 maintenance of the same till completion of structure including 0.20 Km. 1062410.00

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

providing & laying rubble soling 0.30m thick including filling

S-70 voids with soft murrum, consolidation by power roller watering 165.47 m3 751.00

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

S-46 Classification, Penetration Test, Strength Parameters and 12.00 m 7698.20

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 25 mm deep in canal lining during construction with

L-16 two coats of primer and filled with bituminous and fine sand in 5393.44 m 34.70

proportion of 2:1, as directed etc. complete.

Providing and Fixing MS Welded Wire Mesh of size150mm

x150mm x3.8mm dia including cutting in required size,fixing

in canal prism including cover block & 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 drawing 18364.95 m2 174.00

and as directed etc. complete.