Renovation and Modernization of minor Canals of Deo Irrigation Scheme - 2L Minor

Memorandum Showing the Items of work to be carried out.

Sr no. Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

1 Item No. 01 :- Excavation of canal in all sorts of soil including yellow, sand and

gravel soils and murrum including depositing the excavated stuff in uniform

layers in banks as and where directed including dressing the section etc. complete

for lead upto 50 m and lift for depth for cutting as under. (MANUALLY)

CANAL HAVING CAPACITY UPTO 50 Cusec 87.75 Cmt 369.60

2 Item no. 02 :- Earth work in embankment using selected soil, soft & hard murrum

excavated from approved borrow area / village tanks etc. Including conveying,

spreading in uniform layers, breaking

clods and dressing to the designed canal section etc. with lead upto 2 k. m. and all

(By MANUALLY For MAINTENANCE & REPAIRING WORKS) 519.00 Cmt 252.40

3 Item No. 03 - Compaction for making embankment for canal by laying in regular

layers of 15 cm in thickness including breaking clods to 25 mm size incl. light

rolling by suitable rollers with slight watering to facilate rolling and dressing the

side slopes etc. 585.00 Cmt 27.70

4 Item No. 04- Trimming of the canal section manually for preparing sub grade for

laying cement concrete lining in all sorts of soil and murrum including watering

and compacting bed etc. complete.

5 Item No. 05 - 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 finishing, curing, including dewatering where required.

(MANUALLY WITH CONVENTIONAL MIXER )

7.5 cm thick lining in bed/slope - with water curing. 1592.50 Sqm 369.50

6 Item No. 06 - 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 bituminious and fine sand in proportion of 2:1, as directed etc.

complete. 530.83 Rmt 34.70

7 Item No. 07 :- Excavation for foundation in all sorts of soil including yellow

sandy gravelly soils ,soft & hard murrum etc. in dry condition including

depositing the excavated stuff in uniform layers in banks or as and where directed

etc. complete for lead up to 500m and all lift. (BY MACHINERY)

Excluding dewatering.

8 Item No. 08 :- Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary

formworks centering, scaffolding, compaction by vibrator, curing as directed with

all lead & lift etc complete Without Dewatering and excluding cost of steel

(A) For Foundation concrete / General purpose

(c) C. C. Nominal Mix, M-15 and MSA-20 mm 71.14 Cmt 3935.00

9 Item No. 9 :- Providing & Laying in position "NOMINAL MIX" cement concrete

using cement, sand and crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary

formworks centering, scaffolding, compaction by vibrator, curing as directed with

all lead & lift etc complete Without Dewatering and excluding cost of steel

(j) For Wing wall / Return wall / Head wall / Coping etc.

C. C. Nominal Mix, M-15 and MSA-20 mm 84.68 Cmt 4439.50

10 Item No. 10 :- Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary

formworks centering, scaffolding, compaction by vibrator, curing as directed with

all lead & lift etc complete Without Dewatering and excluding cost of steel

(h) For Wearing Coat, (75 mm thick)

C. C. Nominal Mix, M-15 and MSA - 10 to 20 mm 180.00 Sqm 302.00

11 Item No. 11 :- Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking etc. complete as per

drawing for all lead and lifts. 0.62 MT 82019.00

12 Item No. 12 :- Providing and fixing in position ( different diameter ) I.S.,NP-3

class reinforced pipe with caulking the joints with cement mortar 1:1

proportion,using jute string soaked in cement slurry,

finishing joints and laying pipes to the designed grade and levels, curing etc.

complete for all leads and lifts.

NP-3 class 450 mm dia pipe. 42.50 Meter 1215.50

13 Item No. 13 :- 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 to design grade

and level curing etc. complete for all leads and lifts.

NP-2 class 225 mm dia pipe. 25.00 Meter 535.80

14 Item No. 14 :- Backfilling the foundation trenches around the structures etc with

selected excavated stuff including watering, ramming, compacting etc. complete.

(By Machinery) 108.94 Cmt 36.90

15 Item No:-15 JCB 4CX 15.00 Hours 1769.00

Deputy Executive Engineer Executive Engineer

Irrigation Project Sub-Dn. No.23 Vadodara Irrigation Division

Waghodia Vadodara