Panam High Level Canal

Qty. Description of Item Unit Amount

In Figure In Words

Clearing the canal Banks outer and inner Slopes

by Jungle Cutting ,removing Vegetation, Rupees Ten

1420.00 habajaria,Trees,etc. along with burning it's and 10.30 Paise Thirty Sq.m.

carrying away as and where required and as Only

directed etc. completed by machineries.

Clearing the silt from the canal/drain bed by a

digging the same to the required bed level and

gradient including depositing the excavated

earth regularly in spoil bank for utilizing the

128.00 231.10 ThirtyOne Cum

same preparing the banks after breaking clods

as and where directed for all leads and lifts.

(b) For Every additional lift of 4.5 m or Only

part there of. For Canals

Between 21 to 250 Cusec.

Excavation of canal in all sorts of soil including

yellow, sand and gravel soils and murrum

including depositing the excavated stuff in Rupees Two

uniform layers in banks as and where directed Hundred

30.00 including dressing the section etc. complete for 291.60 NinetyOne Cum

lead upto 50 m and lift for depth for cutting as Paise Sixty

under. (MANUALLY) Only

CANAL HAVING CAPACITY ABOVE

(b) Lift 1.5 to 3.00 m depth.

Providing & Laying in position "NOMINAL MIX"

cement concrete using cement, sand and

crushed aggregate by mass and machine mix Rupees Three

for C.C./R.C.C work incl. necessary formworks Thousand

37.50 centering, scaffolding, compaction by vibrator, 3935.00 Nine Hundred Cum

curing as directed with all lead & lift etc ThirtyFive

complete Without Dewatering and excluding Only

cost of steel reinforcement.

(c) C. C. Nominal Mix, M-15 and MSA-20

Trimming of the canal section manually for

825.00 preparing subgrade for laying cement concrete 72.80 Sq.m.

lining in all sorts of soil and murrum including

watering and compacting bed etc. complete.

Providing and laying plain / reinforced cement

concrete lining of Nominal Mix, M-15, (MSA-20

mm) in bed, side slopes and curvature, including

mixing, transporting, placing, vibrating, smooth

825.00 646.50 FourtySix Sq.m.

finishing, curing, including dewatering where

required. (MANUALLY WITH CONVENTIONAL

15 cm thick lining in bed /slope - with

Dismantling the C.C. lining including including

240.00 disposing off the dismentalled materials as 115.50 Sq.m.

directed etc. complete.

(b) 10 cm thick

Providing and fixing of Fiberglass plastic (FRP)

Measuring Parshall flume for accurate Rupees Four

measurement of water flowing through channels Lakh

with moulded engraved gauze marking in cusec EightyEight

1.00 and also in centimeter including discharge table 488370.00 Thousand Nos.

capacity marking flow direction, pipe stiffener, Three

hold fasts and sand treatment on back side of Hundred

flume etc (Rate is inclusive of transportation of Seventy Only

flume device at site )

For 200.0 cusecs

Providing and fixing of Fiberglass plastic (FRP)

Measuring Parshall flume for accurate Rupees Three

measurement of water flowing through channels Lakh Eleven

with moulded engraved gauze marking in cusec Thousand

2.00 and also in centimeter including discharge table 311367.00 Three Nos.

capacity marking flow direction, pipe stiffener, Hundred

hold fasts and sand treatment on back side of SixtySeven

flume etc (Rate is inclusive of transportation of Only

flume device at site )

For 150.0 cusecs

Deputy Executive Engineer Executive Engineer

Panam High Level Canal Sub Div. No. 4 Panam Project Division

Veganpur Godhra