Rectification work of Mahadevpura DO of Dhima Branch Canal

BILL OF QUANTITIES

(A) Percentage Rate Tender (Upto INR 50 Cr.)

Name of Work : “Rectification work of Mahadevpura DO of Dhima Branch Canal”.

Sr. Item Rate Amount

Item Description Quantity Unit

1 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)

2 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.

4 providing & laying rubble soling 0.30m thick

including filling voids with soft murrum, Sq.m

consolidation by power roller watering etc. t.

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

sand & crushed metal incuding providing & erecting

necessary form work, centering, vibrating, smooth

finishing, watering & curing as directed with all leads

& lifts etc. complete.

(b) Super Structure

6 Providing &laying plain / reinforced ordinary

portland cement concrete of various grade with

cement, sand, and coarse aggregates including

centering, shuttering, batching, mixing,

S-6(A) transporting, placing, vibrating, smooth finishing, 78.86 m3 5225.00

complate. ( MANNUALLY WITH CONVENTIONAL

MIXER ) (INCLUDING DEWATERING)

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

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

approach slab and chute floor slab, etc.(iii) M

S-6(B) grade cement level is 380kg. 57.37 m3 5699.00

8 Footing of columns of piers & abutments, Piers,

abutments, pier cap, abutmemt cap, wingwalls,

headwalls, returnnwall, etc.(iv) M 25 grade cement

level is 380kg.

9 Footing of columns of piers & abutments, Piers,

abutments, pier cap, abutmemt cap, wingwalls,

headwalls, returnnwall, etc.(iv) M 25 grade cement

level is 380kg.

10 Providing &laying plain or rainforced cement

concrete of various grade with cement, sand, and

coarse aggregates including centering, shuttering,

S-6(E) batching, mixing, transporting, placing, vibrating, 25.59 m3 5847

smooth finishing, curing etc. complate.

(E)Placement site:- Roadway slab, kerb, hoisting

platform, top slab of barrel, etc.

11 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

12 Dismantling the C.C. lining including including

O-20 disposing off the dismentalled materials as directed 1983.19 m2 86.50

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.

14 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)

(A)7.5 cm thick lining in Bed (with water curing) 639.40 m2 327.90

(A)7.5 cm thick lining in slope (with membrane

(C)15 cm thick lining in bed (with water curing) 52.00 m2 586.90

(D)15 cm thick lining in slope (with membrane

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.

16 Providing groove and filling expansion joint of size

mm wide and 25 mm deep in canal lining during

L-16 construction with two coats of primer and filled with 530.30 m 34.70

bituminous and fine sand in proportion of 2:1, as

directed etc. complete.

17 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 2834.00 m3 88.00

section with lead as under and all lift including site

clearing etc. complete.(A) For all canal capacity (c)

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 of suitable type.

19 Providing diversion of road during construction and

maintenance of the same till completion of structure

including red signal. ( For Minor & Sub minor ) (a) For