WORK PLAN YEAR 2025-26

Schedule-B / Bill Of Quantity

Item No. Description of Item Quantity Unit Amount

1 Providing dummy bunds of 1 meterx

meter with 2:1 slope along the canal in

all sorts and murrum for proper drainage 74 CM 291.30

as directed with all leads and lift etc.

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly soil,

soft & hard murrum, etc. dry condition

including depositing the excavated stuff in

2 uniform layers in banks or as directed etc. 197.60 CM 81.50

complete for lead uo to 1.0 Km and all li

Excavation for foundation in Soft Rock

including depositing the excavated stuff

as and where directed etc. complete for

lead uo to 1.0 Km and all lifts. (By

machinery) (a) Above water table.

Excavation for foundation in hard rock

including blasting and chiselingbn if

necessary sorting out and staking

seperatly the usable ruble, depositing the

4 excavted stuff as and where directed 118.50 CM 330.50

including back filling the tranches with

suitable excavated

Drilling holes of 35mm dia

vertical/inclined in all formation of

rock/concrete upto required depth

5 including washing with air and water at 133.00 Rmt. 2321.70

required pressure for following stage of

depth (a) For 0.00 m to 10.00 meter depth

Providing and placing in position

reinforcement bars including cutting

bending , welding , joints where necessary

hooking etc.complete as per drawing for

all lead and lifts.

Providing and laying Plain/Reinforced

cement concrete of cement ,sand and

metal (20mm to 25mm) size) in following

proportion laid in situ including centering

7 and shuttering , temping,smooth

finishing,curing etc. complete as directed

for for all lead and l

Providing and laying 75mm wearing coat

of in ordinary potland cement concrete M-

15 grade including laying on proper

camber, tamping, screening, finishing,

broomung or grooving etc. complete for

all lead and lift.

Providing and fixing M.S. Steel gate of

required size including all necessary

accessories as per approved design and

9 plan with cost of two coat oil paint and 18.00 SM 6973.00

single coat of anticorrosive oil paints etc.

Providing and Fixing in position110 mm

diameter PVC pipe weep hole in abutment

10 ,wing wall, and laying training etc. 65.50 Rmt. 263.7

Providing and fixing marble plate of 2.cm

11 thickness including engraving and filling 13.50 /100 cm2 250.60

paint for letters as directed.

Providing & fixing in position sign board

of standard size of 1.20mx0.90m with

M.S. angle 40mmx40mmx6mm with 3mm

thick iron plate including fixing in 1:5:10

12 prop. Concrete block size 1.00 No. 3011.30

40cmx40cmx75cm including painting

existing data on the board etc. comple

Rupees Thirty Nine Lacs Seventy Six Thousand Eight hundred Fifty Five and Fifty Paisa Only

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

should be written in figures and in words ) of the estimated rates 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

Signature of contractor Executive Engineer

Panchayat Irrigation Division