Annual Rate 2026-27 Repairs to Various Road (Asphalt) in Morbi and Halvad Sub Division in Morbi District Under Juridician of Panchayat R&B Division-Morbi

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Discription of Item (With Brief Specification and Quanti Rate In

Sr No.. Unit Amount

reference to book of Specification) ty Figures

1 Scarifying gravelled macadam or bitumen macedam 1.00 Sqm. 42.32

surface 6 cm to 10 cm depth including stacking useful

materiais on road side and disposing off remaining stuff.

2 Providing, laying, spreading and compacting stone 1.00 Cu.M 1724.07

aggregates of 45 to 90mm 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 grading I as per Technical

Specification Clause

By Manual Means

3 Providing, laying, spreading and compacting stone 1.00 Cu.M 1581.66

aggregates of 40 to 63 mm sizes with all lead to water

bound macadam (W.B.M) 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 grading as

per Technical Specification Clause 405. By Machinary

4 Providing & Laying of Granular Sub-Base (G.S.B.) Grade-I 1.00 Cu.M 1235.23

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

materials, consisting of B.T. crushed stone aggregates

below @ 40% combination , spreading in uniform layers

with motor grader on prepared surface, mixing by mix in

place method with front end loader at OMC, and

compacting with vibratory roller to achieve the desired

density, complete as per clause 401 Grading I

5 Providing, laying, spreading and compacting graded stone 1.00 Cu.M 1375.62

aggregate to Wet Mix Macadam (WMM) specification

including premixing the material with water at OMC in for

all leads & lifts, laying in uniform layers with mechanical

paver finisher in sub- base / base course on well prepared

surface and compacting with vibratory roller of 8 to

tonne capacity to achievethe desired density, complete as

per specifications and directions of Engineer-in-Charge.

6 Providing, laying, spreading and compacting graded stone 1.00 MT 764.23

aggregate to Wet Mix Macadam (WMM) specification

including premixing the material with water at OMC in for

all leads & lifts, laying in uniform layers with mechanical

paver finisher in sub- base / base course on well prepared

surface and compacting with vibratory roller of 8 to

tonne capacity to achievethe desired density, complete as

per specifications and directions of Engineer-in-Charge.

Payment done on Weight.

7 Preparing surface by Brushing with wire brushes for 1.00 Sqm 29.73

removing caked mud etc. sweeping with brooms and finally

fanning the cleaned surface with gunney bags to remove

all loose dirt etc.(i) Water bound macadam surface

8 Preparing surface by Brushing with wire brushes for 1.00 Sqm 17.88

removing caked mud etc. sweeping with brooms and finally

fanning the cleaned surface with gunney bags to remove

all loose dirt etc.(ii) Black top surface.

9 Providing and applying Primer Coat with bitumen emulsion 1.00 Sqm 61.51

RS on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of

0.75kg/sqm using mechanical means.

10 Providing, Laying & Rolling of Built up spray grout in one 1.00 Sqmt 237.09

layers using Bitumen tack coat at the rate 4.00Kg/10Sqm

on WBM surface ( As per IRC- 16)with spreading stone

aggregate at the rate of 0.50cum/10 Sqm. and spraying

bitumen at the rate of 15kg/ 10 sqm . for first layer and

spreading 0.13cum / 10 sqm. of key aggregate on top

accordance with the requirement of specification, including

cost of stone aggregate , bitumen, consolidation with roller,

necessary firewood, oil, lubricants, labour charges,

machineries, tools, etc. complete.

11 Providing, Laying & Rolling of Built up spray grout in one 1.00 Sqmt 226.33

layers using RS-1 Emulsion tack coat at the rate

2.50Kg/10Sqm with spreading stone aggregate at the rate

of 0.50cum/10 Sqm. and spraying bitumen at the rate of

15kg/10sqm . for first layer and spreading

0.13cum/10sqm.of key aggregate on top accordance with

the requirement of specification, including cost of stone

aggregaye , bitumen, consolidation with roller, necessary

firewood, oil, lubricants, Labour charges , machineries,

tools, etc. complete.

12 Providing & Laying bitumeneous grout 37.50 mm thick 1.00 MT 3205.98

using RS-1 Emulsion for tack coat at the rate of 4.00Kg/

10 sqm on WBM surface on Existing B.T.Surface and

using B.T.chips for required gradation with the asphalt of

grade VG-30 at the rate of 1.99 % i.e. 19.90 Kg./Mt by

weight of mix including heating and mixing in drum mix

plant, transporting the mix and spreading the same by

paver finisher and consolidation as per MOST

specification including cost of all Materials, fuel, labours,

tools and plants etc. using contractor's own drum mix plant

13 Providing & Laying bitumeneous grout 37.5 mm thick 1.00 MT 3063.85

using RS-1 Emulsion for tack coat at the rate of 2.50 Kg/

10 sqm on existing B.T. surface and using B.T.chips for

required gradation with the asphalt of grade VG-30 at the

rate of 1.99 % i.e. 19.90 Kg./Mt by weight of mix including

heating and mixing in drum mix plant, transporting the mix

and spreading the same by paver finisher and

consolidation as per MOST specification including cost of

all Materials, fuel, labours, tools and plants etc. using

contractor's own drum mix plant etc. complete.

14 Providing ,laying & rolling 37.50 mm thick compacted 1.00 MT 4184.99

Bitumeneous Macadam (B.M.) in one layer with B.T.

aggregates as per MoRT&H specification and RS-1

Emulsion for tack coat at the rate of 2.50 Kg /10Sqm.on

B.T.Surface & 2.50 Kg/10Sqm on WBM Surface (As per

IRC- 16) with mechanical sprayer and using bitumen

grade VG-30 for mixing with aggregate at the rate of

% i.e. 35.00 kg / MT of total mix, including heating and

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 contractor's own

Drum mix plant,machineries and equipment, tools etc.

complete in accordance with the requirement of

15 Providing and laying and rolling of compacted 20 mm thick 1.00 MT 6078.16

Mix Seal Surface (MSS) with B.T. aggregate as specified,

using asphalt grade VG-30 bitumen for mixing with

aggregate at the rate of 5.10% i.e. 51.00kg/ M.T. of total

mix in drum mix plant and transporting the mix material by

tippers and laying with paver finisher to the road level 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 0.30 cum/10sqm. etc

complete in accordance with the requirement of

specification Type-A

16 Providing & Laying 25mm thick SDBC using stone 1.00 MT 5542.75

Chipping and aggregate as per MORTH with tackcoat of

bitumen asphalt viscocity Grade VG-30 at 2.50Kg/10 Sqm

on BT surface and for mixing @ Rate 50.00 kg/M.T i.e

5.00% of tatul weight mix and Including heating the

aggregate and aspheit in Contineous batching drum mix

plant and lsid by paver finisher including consolidation with

vibratory roller including using all necessary equipment

tools, piants, fire wood, oil, kerosene, labour charges etc

complete (Using Contractor'S own Machinaries).

17 Providing, laying and rolling of 25 mm thick VG-30 Open 1.00 MT 4285.03

Graded Premix Bituminous Carpet with B.T. aggregate as

specified and using Emulsion RS-1 for tack coat at the rate

of 2.50kg/ 10sqm on BT .( As per IRC-16) and using

bitumen for mixing with aggregate at the rate of 3.36% i.e.

33.60 Kg/M.T. of total mix including heating and mixing in

drum mix pant, spreading the same with paver finisher and

consolidation with vibratory roller includng necessary

firewood, oil lubricants, labour charges etc. using

equipment, tool etc completed in accordance with the

requirement of specification

18 Providing and laying Seal Coat with B.T. aggregate as 1.00 MT 4796.57

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

and bitumen for mixing with aggregate at the rate of 4.5%

i.e. 45.00 kg/ M.T. of total mix, including heating and mixing

in drum mix plant and spreading the same by paver finisher

and consolidation with vibratory roller including necessary

using contractor's own drum mix plant, machineries and

equipment, tools etc. complete in accordance with the

requirement of specification

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 4,46,002.74 * 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

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

Deputy Executive Engineer Executive Engineer

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