CR- FDIR-2026-27 Metalling & Asphalt Patch Work on Karajgam Agripada Ambamata Temple to Joining Primary School Road sec 1/4 to 2/0 Ta Umargam Dist Valsad

Name of Work : CR- FDIR-2026-27 Metalling & Asphalt Patch Work on Karajgam Agripada

Ambamata Temple to Joining Primary School Road sec 1/4 to 2/0 Ta Umargam Dist Valsad

BILL OF QUANTITIES

Item No. Item of work Quantity Unit Rate In figures Amount

Consructing of granular sub-base Gr-II

by providing course graded B.T.

machine crushed material satisfying

MOST specification of (grading II)

using materials (26.5 mm to

mm@ 75 per cent,2.36 mm below@25

1 per cent) including spreading in 252.00 CMT. 568.630

uniform layer with motor grader on

prepared surface, mixing by mix in

place method with rotavator at OMC

and compacting with vibratory roller to

achieve the desired density etc.

Consructing of granular sub-base by

providing course graded B.T. machine

crushed material satisfying MOST

specification of grading I including

spreading in uniform layer with motor

2 grader on prepared surface, mixing by 168.00 CMT. 615.090

mix in place method with rotavator at

OMC and compacting with vibratory

roller to achieve the desired density

Providing and laying wet mix macadam

base course as per MORTH

specification using machine crushed

B.T. chips as per required gradation,

mixing with required optimum quantity

of water, conveying the mix to site of

3 work, spreading in to grade and 168.00 Cum 677.710

camber with paver/mechanical means

and consolidation each layer with

vibratory roller to aschieve the desired

density including cost of material

labour plant and equipment etc.

Providing & laying bituminious base

course 37.50 mm thick compacted

layer asphalt VG-30 grade at 1.99 %

by weight of mix for mixing and

2.5kg/10 smt RS-1 for tack coat &

using B.T. chips of required gradation

including cleaning and heating asphalt,

premix material by drum mix process

in proper gradation and laying with

4 paver finisher including rolling and 247.50 MT 2774.470

consolidation with 8-10 tonne vibratory

roller and providing all material

equipment, tools, and plants, fire

wood, oil, kerosene labour charges

etc. complete using contractor's own

machinaries, drum mix plant and paver

finisher etc. complete.

Providing & laying 37.50mm thick

bituminous macadam with 0.66 cum

stone chips for one M.T. using the

asphalt VG-30 34 kg/M.T. (i.e 3.40%)

for mixing and RS-1 for tack coat

kg/10sqmt heating the asphalt and agg

by continues batching of hot mix plant

5 & spreading the same by pavers 272.25 MT 3872.340

finisher and consolidation with power

roller of 80 to 100 KN with necessary

equipment, oil, kerosene, fire, wood,

labour charges etc. complete with

contractor's own machinary.

Providing & laying seal coat with B.T.

agg. as specifed using agg. at the rate

of 0.18 cu.mt/10Sq.Mt.and bitumen for

mixing agg. at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix for binder

including heating & mixing in hot /

drum mix plant & transporting &

sreading the same by paver finisher &

6 consolidation with vibratory roller incl. 89.10 MT 4693.470

necessary firewoood, oil, lubricants,

labour charges etc. using contractor's

own drum mix plant, machineries &

equipment, tools etc. complete in

accordance with the requirement of

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

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

Rate quated include clearance 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.

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.

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

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

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as 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.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub.Division Panchayat (R & B) Division