Annual rate Asphalt

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Discription of Item (With Brief Specification and reference Quantit Rate In

Sr No.. Unit Amount

to book of Specification) y Figures

1 Providing and laying bituminous base course 37.50 mm thick 1.00 MT 2397.14

Bituminous (VG-30) tackcoat rate of 4.00 kg on WBM Surface

with using B.T. chips of required gradation and asphalt VG

grade for mixing @ 1.99 percentage by weight of total mix

including heating the aggregate and asphalt by drum mix plant

and spreading the same by paver finisher and consolidation with

vibratory roller including providing all materials equipment, tools

and plants, oil, kerosene, firewood, labour chrges etc.complete.

2 Providing and laying bituminous base course 37.50 mm thick 1.00 MT 2223.05

Bituminous (VG-30) tackcoat rate of 2.50 kg/10 sqm on BT

surface with using B.T. chips of required gradation and asphalt

VG 30 grade for mixing @ 1.99 percentage by weight of total

mix including heating the aggregate and asphalt by drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing all

materials equipment, tools and plants, oil, kerosene, firewood,

labour chrges etc.complete.

3 Providing, laying and rolling 37.50mm thick compacted 1.00 MT 3030.17

bitumenous Macadam (B.M.) in one layer with B.T. aggregates

as specified and using asphalt for tack coat at the rate of

2.50kg/10sqm (As per IRC-16) and using bitumen for mixing

with agg. at the rate of 3.50 percentage i.e 35.00kg/MT of total

mix including mixing in Drum mix plant and spreading the same

by paver finisher and consolidation with vibratory roller including

necessary including cost of hire charges, firewood, oil,

lubricants, labour charges, etc. by using constractor's own Drum

mix plant, machineries and equipment, tools etc. complete in

accordanace with the requirement of sepcification.

4 Providing and laying and rolling of Compacted mix seal surface 1.00 MT 3588.44

with B.T. and aggregate as spedified using bitumen for mixing

with aggregate at the rate of 5.10 percentage i.e 51.00Kg/MT of

total mix of Bitumen used per mix including heating and mixing

in drum mix plant and spreding the same heating and mixing in

drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labour charges using contractor's own drum mix

plant, machineries and equipment, tools etc including flushing of

sand 0.30cum/10sqm etc. complete in accordance with the

requirement of spefication.

5 Providing, laying and rolling of 25 mm thick open graded premix 1.00 MT 3052.90

ituminous carpet with B.T. aggregate as specified and using

bitumen for tack coat at the rate of 2.5 kg/10sq.mt. and using

bitumen for mixing with aggregate at the rate of 3.36 percentage

i.e. 33.60 kg/M.Ton of total mix including heating and mixing in

drum mix plant, speeding the same with pavers finisher and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labor charges etc. using contractor's own drum

mix plant and equipment, tool etc complete in accordance with

the requirement of specification.

6 Providing and laying premix seal coat with B.T.aggregate as 1.00 MT 3300.16

specified using aggregate at the rate of 0.18 cum/10 sqm. and

bitumen 80/100 ( V.G.30) for mixing with aggregate at the rate

of 4.50 percentage i.e.45.00 Kg / M.ton of total mix of Asphalt

including heating and mixing in drum mix plant and spreading

the same by paver finisher and consolidation with power roller

including necessary firewood, Oil, Lubricants, Labour Charges

using ontractor's own drum mix plant machineries and

equipment,tools etc.complete in accordance with the

requirement of Specification

7 Providing and laying bituminous base course 37.50 mm thick 1.00 MT 2122.05

Bituminous (VG-30) tackcoat rate of 2.50 kg/10 sqm on BT

surface with using B.T. chips of required gradation and asphalt

VG 10 grade for mixing @ 1.99 percentage by weight of total

mix including heating the aggregate and asphalt by drum mix

plant and spreading the same by Manual Mens and

consolidation as per MOST specifications including cost of all

materials, fuel, labours, tools and plants etc. using contractor's

own drum mix plant etc. complete.

8 Providing, laying and rolling 37.50mm thick compacted 1.00 MT 2929.17

bitumenous Macadam (B.M.) in one layer with B.T. aggregates

as specified and using asphalt for tack coat at the rate of

2.50kg/10sqm (As per IRC-16) and using bitumen for mixing

with agg. at the rate of 3.50 percentage i.e 35.00kg/MT of total

mix including mixing in Drum mix plant and spreading the same

by Mannual Mend and consolidation with vibratory roller

including necessary including cost of hire charges, firewood, oil,

lubricants, labour charges, etc. by using constractor's own Drum

mix plant, machineries and equipment, tools etc. complete in

accordanace with the requirement of sepcification.

9 Providing and laying and rolling of Compacted mix seal surface 1.00 MT 3487.44

with B.T. and aggregate as spedified using bitumen for mixing

with aggregate at the rate of 5.10 percentage i.e 51.00Kg/MT of

total mix of Bitumen used per mix including heating and mixing

in drum mix plant and spreding the same heating and mixing in

drum mix plant and spreading the same by Mannually Mens and

consolidation ith vibratory roller including necessary firewood,

oil, lubricants, labour charges using contractor's own drum mix

plant, achineries and equipment, tools etc including flushing of

sand 0.30cum/10sqm etc. complete.

10 Providing, laying and rolling of 25 mm thick open graded premix 1.00 MT 2951.90

ituminous carpet with B.T. aggregate as specified and using

itumen for tack coat at the rate of 2.5 kg/10sq.mt. and using

itumen for mixing with aggregate at the rate of 3.36 percentage

i.e. 33.60 g/M.Ton of total mix including heating and mixing in

drum mix plant, speeding the same with Mannually Mens and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labor charges etc. using contractor's own drum

mix plant and equipment, tool etc complete in accordance with

the requirement of specification.

11 Providing and laying premix seal coat with B.T.aggregate as 1.00 MT 3199.16

pecified using aggregate at the rate of 0.18 cum/10 sqm. and

bitumen 80/100 ( V.G.30) for mixing with aggregate at he rate of

4.50 percentage i.e.45.00 Kg / M.ton of total mix of Asphalt

including eating and mixing in drum mix plant and spreading the

same by Manually Mens and consolidation with ower roller

including necessary irewood, Oil, Lubricants, Labour Charges

using contractor's own drum mix plant machineries and

equipment,tools etc.complete in accordance with the

requirement of Specification.

12 Providing and laying asphalt painting on BT surface with 1.00 Sqm 33.74

bitumen grade 80/100 at the rate of 5.0kg/10 sqm by

mechanical spreyar nd spreading the stone dust on prepared

surface at the rate of 0.03 cum 10sqm and rolling with smooth

wheeled and penumatic roller and brushing etc complete.

13 Providing and laying wet mix macadum (W.M.M.) using 1.00 Cum 1248.36

machine crushed black trap aggregate of the material with water

OMC in mechanically mix (pug mill) carriage of mix material by

contractors own tipper to site of work including laying, spreading

and compacting in sub base, base course on well prepared

under base of compacting as per MOST Specification to achieve

the desired density (Mechanically laid).

14 Granualar Sub base with Black trap crushed stone well graded 1.00 Cum 1163.45

metirial (tablre-400.1) by mix in place method construction of

granular sub-base by providing black trap crushed stone well

grded metirial, spreading in uniform layers 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 complate. (AS per technical specification clause-

401) For Gr-I Matetial.

15 Water Bound Macadam Grading-II (By Manual Means) 1.00 Cum 1505.91

Providing, laying, spreading and compacting stone aggregates

of 63 to 45mm sizes to water bound macadam specification

including spreading in uniform thickness, hand packing, rolling

with smooth wheel roller 80-100 kN in stages to proper grade

and camber, applying and brooming, stone screening/binding

materials to fill up the interstices of coarse aggregate, watering

and compacting to the required density. (As per Technical

Specification Clause 404-49A)

16 Water Bound Macadam Grading-I (By Manual Means) 1.00 Cum 1633.80

Providing, laying, spreading and compacting stone aggregates

of 90 to 45mm sizes to water bound macadam specification

including spreading in uniform thickness, hand packing, rolling

with smooth wheel roller 80-100 kN in stages to proper grade

and camber, applying and brooming, stone screening/binding

materials to fill up the interstices of coarse aggregate, watering

and compacting to the required density. (As per Technical

Specification Clause 404)

17 Supplying and stacking of soft murrum From quarry site to Work 1.00 Cum 394.75

Site including loading etc. Complete as per Instruction of

Engineer In charge.

18 Spreading blindage or road crust filling the gaps in metal and 1.00 Cum 154.84

leveling to camber and gradient as directed.(i) Murrum.

19 Supplying and stacking of Quarry Spaull From quarry site to 1.00 Cum 419.89

Work Site including loading etc. Complete as per Instruction of

Engineer In charge.

20 Supplying and fixing reinforced concrete heavy duty non- 1.00 Rmt 1968.37

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(iii) 600mm dia.

21 Supplying and fixing reinforced concrete heavy duty non- 1.00 Rmt 3469.25

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(v) 900mm dia.

22 Supplying and fixing reinforced concrete heavy duty non- 1.00 Rmt 5560.00

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(vii) 1200mm dia.

23 Engaging Tractor for Site works with mount Loader including 1.00 Hours 833.25

cost of driver, diesel, oil, grease and necessary equipments etc.

complete as directed by Engineer in Charge.

24 Engaging Tractor for Site works with Trolly including cost of 1.00 Hours 505.00

driver, diesel, oil, grease and necessary equipments etc.

complete as directed by Engineer in Charge.

25 Engaging JCB for Site works including cost of driver, diesel, oil, 1.00 Hours 1010.00

grease and necessary equipments etc. complete as directed by

Engineer in Charge.

26 Engaging Pneumatic Vibretory Road Roller which have capasity 1.00 Hours 850.79

of 8 to 10 tone for Site works including cost of driver, diesel, oil,

grease and necessary equipments etc. complete as directed by

Engineer in Charge.

Rupees Fifty Three Thousand Thirty Two and Paise Ninty Eight only

Fixed Deduction for available material from dismantling for First R.A. Bill

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.

* Estimate 53,032.9800 * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Note :- 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.

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

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

Note :- 4.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.

Signature of Contractor

Amount Rs.0 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Depurty Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division