Repair and Maintenance Works for Bhabhar Minor Irrigation Scheme canal Network,Taluka: Pavi Jetpur, Dist: Chhota Udepur

Bill of Quantities

SR COST PER AMOUNT

1 Clearing the shrubs, like akadas, weeds and other

vegetables including depositing the same outside and

burning etc. complete from canal bed, top and both slopes

of the banks, for canal with discharge. Below 20 cusecs. 4.05 km 5776.00

2 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 same preparing the banks after breaking clods

as and where directed for all leads and lifts. 454.89 No. 173.30

For Canals Below 20 Cusec. & 0 to 1.5 m lift.

3 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. 227.00 No. 722.00

(a) Girth above 0.50 & upto 1.00 m

4 Dismantling the existing road surface including disposing

off the dismantled materials and stacking the useful 210.00 Sqm 86.60

material as directed (b) Asphalt Road

5 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 section etc. complete for 817.32 Cum 259.90

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

For Canals Between 5 to 50 Cusec. & 0 to 1.5 m lift.

6 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 189.19 Cum 750.90

directed. In Cement Mortar

7 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 373.00 Rmt 577.60

directed. (e) 450 -600MM dia pipe.

8 Dismantalling the C.C. lining including including

disposing off the dismentalled materials as directed etc. 10991.67 Sqmt 86.50

complete. (a)7.50 cm thick

9 Earthwork/Back filling with selected earth including

watering ramming,Compaction with pnuematic temping

with all lead and all lift etc complete. 1267.62 Cum 144.50

10 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. 10833.67 Sqmt 72.80

11 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 12809.67 Sqmt 327.90

dewatering where required. (MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER CURING)

12 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 4271.94 Rmt 34.70

fine sand in proportion of 2:1, as directed etc. complete.

13 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 remaining

excavated trenches upto G.L. as and where directed within 2158.09 Cum 311.90

a lead of 50 m. etc. complete as directed.

(a) Upto 1.50 m depth

14 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 499.50 Rmt 2857.70

designed grade and levels, curing etc. complete for all leads

and lifts. NP-3 class 900mm dia pipe.

15 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, 749.53 Cum 3935.00

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement. (d)

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

16 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, 1874.41 Cum 4296.00

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-20 mm

17 Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where necessary,

hooking etc. complete as per drawing for all lead and lifts. 31.78 MT 82019.00

TMT / CRS (FE 500 D)

18 Providing following types of Kundis/Airvents/ outlets as

per drawing & designs, duly completed & tested curing etc

complete. Outlets ( Masonry chamber & 9 " outlet pipe)(i)

19 Reparing of steel gate including providing basic steel

material; M.S. Shaft plate, angles, channels etc. incl.

fabriction transporting to site & erection and painting etc. 1483.20 Kg 127.20

20 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 1000.01 Cum 110.50

with lead up to 500 mtr and all lifts. (By Machinery)

including dewatering

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 7.39 Rmt 1215.50

designed grade and levels, curing etc. complete for all leads

and lifts. NP-3 class 450 mm dia pipe.

22 Providing and fixing steel grill over canal syphon well as

directed etc. complete as per drawing. 840.40 Kg 67.90

23 Providing and fixing in position 450 mm wide steps ( for

ladder) of 28mm diameter bars at a spacing of 30 cm c/c

with M.S. angle frame of 40x40x6 mm size including 233.00 No. 386.70

painting the same with two coats of oil paint etc. complete.

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