Improvement over existing irrigation infrastructure of Matied Distry for Lining Work between Ch 2790 mt to Ch 3100 mt.and renovation work for HR Gate & Tail Structure.

Item Rate in

(with brief specification and reference to book Quantity Unit Amount

No Figures

of specifications)

Item No 1: Dewatering the foundation trenches

during excavation of canals, drains, foundation

tranches, concrete, masonary etc till completion

& diversion of surface & sub surface water by

1 using pumps of suitable capacity either diesel or 200.00 HP/Hr 45.80

electrical driven including cost of labour

pipelines etc for delivery distance beyond 50 mt.

Item No 2: Clearing the canal land width

including removing the shrub, bushes, cactus,

weeds other vegetation including cutting down

2 trees upot 0.50 mt girth and depositing the 3100.00 Sq.Mt. 14.60

removed materials outside the canal land width

up to lead of 50 meter as directed etc. complete.

(Without water pool)

Item No 3:- Dismentalling the R.C.C. work &

disposing off the stuff including stacking of the

useful materials etc. complete as directed.

3 (a)Light reinforcement. (Main bar up to 16 mm 112.90 m3 1747.70

Item No. 4 :- Dismentalling the existing

foundation concrete including disposing the

dismentalled stuff including sorting out and

4 stacking the useful materials and removing the 17.60 m3 1165.20

debries and making good the damage etc.

complete as directed. (a) In Cement Concrete

Item No. 5:- Supplying and laying trap rubble

stone of upto 10 kg in weight for toe and core

filling including conveying and stacking to

5 required line, level, slope section including all 34.90 m3 1054.60

leads an dlifts. conveying materials from stacks

and laying etc. complete.

Description of Item

Item Rate in

(with brief specification and reference to book Quantity Unit Amount

No Figures

of specifications)

Item No 6: Excavation of canal/drains in all sorts

of soils (including wet and slushy condition of

soil) including depositing the excavated stuff in

uniform layers in canal banks or in spoil banks or

6 as and where directed including dressing the 697.00 m3 82.40

canal section upto lead of 50 meter and all lift

including clearing the site etc. complete (By

machinery for canal/drain maintanance) (up to

1.5 cumecs capacity of canal/drain)

Item No 7:Trimming of the canal section

7 manually for preparing sub grade for laying 2778.00 Sq.Mt. 72.80

cement concrete.

Item No 8: Earthwork in embankment using soil,

soft & hard murrum excavated from approved

borrow area/village tanks etc.including breaking

8 clods, dressing to the design section with lead up 1380.00 m3 84.20

to 500 meter and all lifts.(By JCB-4CX machinary)

Item No 9: Compaction of Earthwork in

embankment in layers 15 to 20 Cms at requisite

moisture content to required dry density not less

then 85% of corresponding proctor maximum

9 dry density including watering, rolling with 1380.00 m3 12.40

suitable type of roller etc. complete.

Item No. 10:- Providing and laying plain/

reinforced Design Mix cement concrete of various

grade with cement, sand and coarse aggregates

including centering, shuttering, batching,

10 mixing, transporting, placing, vibrating, smooth

finishing, curing etc. complete for all lead and

lift.(Baching Plant Based, Including dewatering)

(B) Raft, Bottoms lab of barel, footing of columns,

piers, abutment and bottom slab of sump etc.

10(a) (i) M-15 Grade 21.70 m3 4380.90

(D) Walls of barrels, brestwall, staunching rings,

pedestals of bearing, stoplog piers, well staining,

10(b) transition wall, etc. 220.20 m3 5753.60

(iii) M-25 Grade"

Description of Item

Item Rate in

(with brief specification and reference to book Quantity Unit Amount

No Figures

of specifications)

ItemNo.11 :- Providing and placing in position

reinforcement bars including cutting, bending

11 welding, joints where necessary, hooking etc. 32.70 Qtl 7194.00

complete as per drawing for all lead and lifts. (B)

Item No 12: Providing and laying plain /

reinforced cement concrete lining of M-15 grade

in bed, side slopes and curvature including

12 batching, mixing, transporting placing, smooth

finishing, curing including dewatering where

required.( machinary based without Paver).

12(a) (a) 7.5 cm thick lining in Bed & slope 912.00 m2 387.80

(d) 7.5 cm thick lining in Bed & slope (With

membrane curing)

Item No 13 : Providing and filling Asphalt of the

approved make and sand in the expansion and

13 contraction joints in the C.C. lining including 1085.00 m 68.03

clearing the joints with air water jet.

Item No 14 : Providing and fixing in position

(different diameter) NP2 R.C.C pipe with collar

including filling and caulking the joints with

14 cement mortar 1:1 proportion, finishing, curing 25.00 m 2148.80

etc.complete for all lead and lifts.

(g) NP2 class 900mm dia pipe.

Item No 15 : Manufacture, supply and erection of

vertical gate consisting gate leaf, stiffeners,

rubber seal, embedded parts as shown in

drawings including cost of materials, fabrication,

15 painting, erection in position with all accessories 3.00 Nos. 40403.75

second stage concreting etc. complete as per

drawing and specifications. (Size 1.30 X 1.20)

In Fig Rupees Thirty Nine Lac Ninty Four Thousand Six Hundred Three & Paisa Four Only

Deputy Executive Engineer

Hansot Canal Sub Division