Rectification And Repairing Work of Uchpa Distry And Its Minors (PKG-1)

NAME OF WORK :- ''Rectification And Repairing Work of Uchpa Distry

And Its Minors (PKG-1)''

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 lead of 30 m 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.

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

5 necessary collars with cement mortar 1:1 inclusive of testing for m 120.000 5878.10

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

7 and chute floor slab, etc.(iii) M 25 grade (Cement level - 380 kg) m3 353.800 5699.00

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

8 cap, abutmemt cap, wingwalls, headwalls, returnnwall, etc.(iv) M m3 14.680 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 314.940 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 maintenance

12 of the same till completion of structure including red signal. (a) KM 0.200 1062410.00

For cart track or V.R

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

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 144.000 586.90

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

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.

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

18 dismentalled materials as directed etc. complete. (a) 7.50 cm m2 8339.370 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

19 T&P and scaffolding wherever necessary, sorting the dismantled m3 500.000 597.00

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

20 voids with soft murrum, consolidation by power roller watering m2 398.880 751.00

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