Restoration of Earthwork, Lining & Structures on Ambach minor ex KRBBC and Rehabilitation of CSY Structure at Chainage 108.00 M on Kelia Right Bank Branch Canal Ex Kelia Main Canal.

Name of Work-Restoration of Earthwork, Lining & Structures on Ambach minor ex KRBBC and Rehabilitation

of CSY Structure at Chainage 108.00 M on Kelia Right Bank Branch Canal Ex Kelia Main Canal.

Item Description of Item (with brief specification and reference to Rate

Quantity Unit. Amount

No. book of specifications) Infigures

Dismantalling the C.C.lining including disposing off the dismentalled

materials as directed etc.complete. (a) 7.5 cm thick

Dismentalling the existing Stone masonary including sorting out and

Stacking the useful materials and removing the debries and making good

the damage etc.complete as directed.(b) In Cement mortar.

Dismentalling the exisiting foundation concrete including disposing the

dismentalled stuff including sorting out and removing the debrise and

making good the damage etc.complate as directed.(b) in cement Concrete

Dismentalling the exisiting R.C.C Pipes of the following diameter

including sorting out and stacking of the useful materals including

4 refilling the trenches etc.complate as directed(NP2 pipes) (C) 650 mm to

Excavation for foundation in all sorts of soil including yellow, sandy,

gravelly soil, soft & hard murrum, etc. dry condition including depositing

the excavated stuff in uniform layers in banks or as directed etc. complete

for lead uo to 1.0 Km and all lifts. (By machinery)(a) Above Water Table

Providing and laying plain/ reinforced Design Mix cement concrete of

various grade with cement, sand and coarse aggregates including

centering, shuttering, batching, mixing, transporting, placing, vibrating,

smooth finishing, curing etc. complete for all lead and lift.(Baching Plant

Based, excluding dewatering)8(B) Raft,Bottom slab of barel,footing of

6 columns, etc M-158(C) ( Pire,Abutment,Wing wall,Head wall,Return

Wall etc) (ii) M-15( D )Walls of barrels brest walls, staunching rings,

pedustels of bearings, stoplog piers, well staining ,transition wall etc.(ii)

8(C) ( Pire,Abutment,Wing wall,Head wall,Return Wall etc) (ii) M-15

( D )Walls of barrels brest walls, staunching rings, pedustels of bearings,

stoplog piers, well staining ,transition wall etc.(ii) M-20 grade 969.52 m3 5672.50

Providing and placing in position reinforcement bars including cutting,

7 bending welding, joints where necessary, hooking etc. complete as per 236.84 QTL 7194.00

drawing for all lead and lifts. (a) TMT

Providing and fixing in position(different diameter) NP2 R.C.C pipe with

collar including filling and caulking the joints with cement mortar 1:1

proportion ,finishing curing ETC complete for all lead and lifts

(a) NP2 class 900 mm dia pipe. 64.50 m 2148.80

(c) NP2 class 1200 mm dia pipe. 95.00 m 3039.00

Excavation of canal/drain in all sorts of soils(Dry condition) in cluding

depositing the excavated stuff in uniform layers in canal banks or in spoil

banks or as and where directed including dressing the canal section upto

9 of 50 meter and all lift including clearing the site etc complete (By 63.75 m3 74.20

machinery for canal/drain maintanance)(up to 1.5 cumecs capacity of

Item Description of Item (with brief specification and reference to Rate

Quantity Unit. Amount

No. book of specifications) Infigures

Earthwork in embankment using soil, soft & hard murrum excavated

from approved borrow area/village tanks etc.including breaking clods,

10 dressing to the design section with lead up to following kilometer and all

lifts.(By poclane machinary)(a) lead up to 3.0 kilometer

(a) lead up to 3.0 kilometer 568.06 m3 94.20

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms

including watering rolling of suitable capacity

etc. complete as directed.

Providing and laying plain / reinforced cement concrete lining of M

grade in bed, side slopes and curvature including batching,mixing,

transporting placing, smooth finishing, curing including dewatering

12 where required. ( machinary based without Paver).(a) 7.50 cm thick

linning in Bed & Slope(c) 10 cm thick linning in bed& Slope

(a) 7.50 cm thick linning in Bed & Slope 77.00 m2 387.80

(c) 10 cm thick linning in bed& Slope 331.50 m2 478.20

Providing & filling the asphalt of the approved make & Sand In The

13 expansian & contraction Joints in the c.c lining including clearing the 46.00 m 68.03

joints with air water jet.

Providing & fixing in position sign board of standard size of

1.20mx0.90m with M.S angle 40mmx40mmx6mm with 3mm thick iron

15 plate including fixing in 1:5:10 prop. Concrete block size 40cmx40cmx75 1.00 NOS 3011.30

cm including painting existing data on the board etc. complete as direc

Providing videography on the ocassion of function or for on going

16 construction work including dubbing,titeling etc complete including cost 2.00 4 Hrs 1230.51

of cassette/CD(UP TO 4.00 HOURS)

the other conditions of schedule - B will ream unchanged.

Deputy Executive Engineer Executive Engineer

Kelia Irrigation Project Sub Dn U L B C Inv. Dn.No.2