Repair and Maintenance Works for Dhaniya Umarva Minor Irrigation Scheme - Canal Network, Taluka:Nasvadi, Dist: Chhota Udepur

Bill of Quantities

ITEM QUANTITY UNIT AMOUNT (INR)

1 Clearing the shrubs, like akadas,

weeds and other vegetables

including depositing the same

outside and burning etc. complete 5.28 km 5776.00

from canal bed, top and both slopes of

the banks, for canal with discharge.

Below 20 cusecs.

2 Cutting down the trees of different

girths, (at 45 cm above G.L.) including

removing & grubbing roots below

ground level within the canal

boundary including stacking the

wood outside the canal boundary as

directed etc. complete.

(a) Girth above 0.50 & upto 1.00 m

3 Dismantling the existing road surface

including disposing off the

dismantled materials and stacking the 36.00 Sqmt 86.60

useful material as directed (b)

4 Dismantling the existing road surface

including disposing off the

dismantled materials and stacking the 54.00 Sqmt 202.20

useful material as directed (a)

Cement Concrete Road

5 Dismantling the existing R.C.C. Pipes

including sorting out and stacking of

the useful materials of the following

diameters including refilling the

trenches etc. complete as directed.

NP-2 Pipes - 1000 mm. to 1200 mm.

6 Excavation of canal in all sorts of soil

including yellow, sand and gravely

soils and murrum including

depositing the excavated stuff in

uniform layers in banks as and where

directed including dressing the 4028.84 Cum 259.90

section etc. complete for lead upto

m and lift for depth for cutting as

under. (MANUALLY)

For Canals Between 5 to 50 Cusec.

& 0 to 1.5 m lift.

7 Dismantling the existing stone

masonry including sorting out and

stacking the useful material and

removing the debries and making

good the damages etc. complete as

directed. In Cement Mortar

8 Dismantling the existing R.C.C. Pipes

including sorting out and stacking of

the useful materials of the following

diameters including refilling the 346.00 Rmt 866.40

trenches etc. complete as directed.

(d)NP-2 Pipe for 600 mm. to 900 mm.

9 Dismantalling the C.C. lining

including including disposing off the

dismentalled materials as directed

etc. complete. (a)7.50 cm thick

10 Earthwork/Back filling with selected

earth including watering

ramming,Compaction with pnuematic 10075.84 Cum 144.50

temping with all lead and all lift etc

11 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.

12 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

13 Providing groove and filling

expansion joint of size 12 mm wide

and 25 mm deep in canal lining

during construction with two coats of 6885.74 Rmt 34.70

primer and filled with bituminious

and fine sand in proportion of 2:1, as

directed etc. complete.

14 Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where

necessary, hooking etc. complete as

per drawing for all lead and lifts. TMT

/ CRS (FE 500 D)

15 Providing following types of

Kundis/Airvents/ outlets as per

drawing & designs, duly completed &

tested curing etc complete. Outlets (

Masonry chamber & 9 " outlet pipe)(i)

16 New/Repairing of steel gate including

providing basic steel material; M.S.

Shaft plate, angles, channels etc. incl. 1618.99 Kg 127.20

fabrication transporting to site &

erection and painting etc. complete.

17 Excavation for foundation in

overburden in all sorts of soil hard

murrum , gravel etc including shoring

, strutting and depositing the

excavated stuff in regular stacks or

layers with lead up to 500 mtr and all

lifts. (By Machinery) including

18 Excavation for foundation trenches in

all sorts of soil sand clay, hard clay,

soft murrum including shoring,

strutting and depositing the

excavated stuff, refilling the 1595.36 Cum 311.90

remaining excavated trenches upto

G.L. as and where directed within a

lead of 50 m. etc. complete as

directed. (a) Upto 1.50 m depth

19 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 reinforcement.

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

20 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 reinforcement.

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

21 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 1200mm

22 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 900mm

23 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

24 Providing and fixing steel grill over

canal syphon well as directed etc. 1653.40 Kg 67.90

complete as per drawing.

25 Providing and fixing in position

mm wide steps ( for ladder) of 28mm

diameter bars at a spacing of 30 cm

c/c with M.S. angle frame of 40x40x6 542.00 No. 386.70

mm size including painting the same

with two coats of oil paint etc.

Total Cost (Rs.)

I/We am/are willing to carry out the work at… ...................... % above/below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my

/our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Contractor Executive Engineer