Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Constructing WBM Road on Goblej Training Kans to Goblej Tank Feeder

Item No. Item of work Unit Qty

Clearing the canal Banks outer and inner Slopes

by Jungle Cutting ,removing Vegetation,

Ghabajaria,Trees,etc. along with burning it's and

1 Sqmt 2100.00 10.30 Thirty

carrying away as and where required and as

directed etc. completed by machineries.

Box cutting the road surface to proper slope and

camber for making a base of road work including

removing the excavated stuff upto and disposing Rs. One

on the road side as directed 50 mt. in lead. Hundred

Providing and laying granular sub-base Grade-I

C.B.R.not less than 30% by providing close graded

materials,consisting of B.T. crushed stone

aggregates 53 mm to 26.5 mm @ 50%, 26.5 mm

to 4.75 mm @ 20%, 2.36 mm to below @ 30% Rs. One

coarse sand combination and stone dust/grit Thousand

spreading in uniform layers with motor grader on Two

3 prepared surface, mixing by mix in place method Cum 315.00 1242.08 Hundred

with rotovator at O.M.C. to required dry density Forty Two

including filling the depressions which occred

during the process using vibratory roller 8-T to 10-

Providing, laying, spreading and compacting

stone aggregates of 40 to 63 mm sizes for water Rs. Two

bound macadam (W.B.M) Thousand

specificationincludingspreading in uniform Two

thickness, hand packing, rolling with smooth Cum Hundred

wheel roller 80-100 kN in stages to proper grade

and camber, applying and brooming, stone

screening/binding materials to fill-up the Paise Only

interstices ofcoarse aggregate, watering and

compacting to the required density grading as

In Words: Rs. Ninteen Lac Forty Six Thousand Nine Hundred Twenty Eight & Ninety Paise Only

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 Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which

no extra payment shall be made.

2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 - GST and Income tax TDS will be deducted at a source while making payments of bills

SCHEDULE -'B'(Bill of Quantity)

Constructing WBM Road on Goblej Training Kans to Goblej Tank Feeder

4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC

10/2017CementConsumption /16/CDate:11/05/2017as stated in S.O.R. therefore in R.C.C. items where there is a change as per

actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input

rate mentioned in all the tender.

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed by

supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in inkand total

of entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and hold good for work

under all conditions, site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt = Running metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 5483.37/M.T. (Rate as per CGWRD SOR 2023-24)

Signature of agency

Tedner Clerk Deputy Executive Engineer

Shedhi Irrigation Division Meshwo Irrigation Sub Division

Executive Engineer Divisional Accoutant

Shedhi irrigation Division Shedhi Irrigation Division