Rectification And Repairing Work of Charda Minor 3 Of Uchpa Distry And Malsan Minor Of Malsan Branch Canal (PKG-2)

NAME OF WORK :- ''Rectification And Repairing Work of Charda

Minor 3 Of Uchpa Distry And Malsan Minor Of Malsan Branch

Canal (PKG-2)''

Item Description Unit Total Qty 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 m 2428.570 79.00

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. m3 1412.430 67.00

Providing groove and filling expansion joint of size 12 mm wide

and 25 mm deep in canal lining during construction with two

coats of primer and filled with bituminous and fine sand in

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

Providing and laying in position cement concrete M15 using

cement, Sand and machine crushed course course aggregate

including providing necessary form work, compaction, finishing

and curring as required etc. completed.

Providing, Supplying, Laying & Fixing in position under ground

R.C.C. hume pipes of NP 3 class as per I.S. specification of

prescribed diameter incl. filling the joints & providing & fixing

necessary collars with cement mortar 1:1 inclusive of testing for

leakage & working pressure as directed with all cost of materials

& labour for all leads & lifts etc complete 4A (f) 1200 mm dia

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 and chute floor slab, etc. (i)

M 15 grade.(Cement level - 300 kg)

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

and chute floor slab, etc.(iii) M 25 grade (Cement level - 380 kg) m

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

8 cap, abutmemt cap, wingwalls, headwalls, returnnwall, etc.(iv) M m3 30.800 5909.00

25 grade (Cement level - 380 kg)

Walls of barrels, breastwall, staunching rings, pedestals of

9 bearing, stoplog piers, well staining, transitionwall, etc.(iii) M 25 m3 328.060 5967.00

grade (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, bending, welding, binding in position, hooking, placing

in position with all leads and lifts etc. Complete.

Providing diversion of road during construction and

12 maintenance of the same till completion of structure including KM 0.500 1062410.00

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

Trimming of the canal section manually for preparing sub grade

13 for laying cement concrete (C.C.) lining in all sorts of soil and m2 4291.170 104.40

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

finishing, curing including dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

(WATER CURING) 7.5 cm thick lining in Bed/Slope

15 15 cm thick lining in Bed/Slope m2 304.500 586.90

Earth work in embankment from borrow pits in all sorts of soil

and soft murrum or other suitable strata as directed including

16 breaking the clods and dressing to the design sections including m3 6002.730 88.00

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

17 23 cms thick at requisite moisture content to required dry m3 5702.600 18.00

density including necessary watering and rolling with roller

of suitable type.

Dismantling the C.C. lining including including disposing off

the dismentalled materials as directed etc. complete. (a) 7.50 cm m 4291.170 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 and scaffolding wherever necessary, m3 592.500 597.00

sorting the dismantled 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

20 voids with soft murrum, consolidation by power roller watering m2 577.780 751.00

Add 1% for quality control charges

Add 2% for conti. Charges

Grand Total Rs.

Grand Total Rs.

Deputy Executive Engineer Executive Engineer

K.B.C. Sub Dn. 1/6 A K.B.C Dn. 1/6