Annual Rate 2026-27 Repairs to Various Road (Asphalt) in Halvad/Maliya Taluka Under Juridician of Deputy Executive Engineer, Panchayat R&B Sub Division Halvad (5th Attempt)

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. 41.90

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 1623.07

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 1487.73

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 Means.

4 Providing and fixing pre-cast Rubble dye inter locking 1.00 Sqm. 706.93

cocnrete block 60mm thick with grade cocrete M-300

pnumatic compressed by mechanically pressed and as

per approved design including 75 mm sand layer for

levelling and filling the joint with sand in proper line and

level etc. completed

5 Providing, laying, spreading and compacting graded 1.00 Cu.M 1281.69

stone 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 10 tonne capacity to achievethe

desired density, complete as per specifications and

directions of Engineer-in-Charge.

6 Providing, laying, spreading and compacting graded 1.00 Mt 712.05

stone 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 10 tonne capacity to achievethe

desired density, complete as per specifications and

directions of Engineer-in-Charge. Payment done on

7 providing and casting in situ ordinary cament concrete 1.00 Cu.M 4295.70

M-200 for average 75 mm thick wearing coat laid as

directed including tamping, vibrating, finishing, curing

and filling in joints with bitumen complet (More than

8 Providing, Laying & Rolling of Built up spray grout in 1.00 Sqmt 169.80

one 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.

9 Providing, Laying & Rolling of Built up spray grout in 1.00 Sqmt 163.05

one 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.

10 Providing & Laying bitumeneous grout 37.50 mm thick 1.00 MT 2323.86

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 etc. complete.

11 Providing & Laying bitumeneous grout 37.5 mm thick 1.00 MT 2235.25

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

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.

12 Providing ,laying & rolling 37.50 mm thick compacted 1.00 MT 2949.04

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 & 4.00 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 3.50 % 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 specification.

13 Providing and laying and rolling of compacted mix seal 1.00 MT 3442.60

surface with B.T. aggregate as specified,

usingaggregate at the rate of 0.27 cum/ 10 sqm and

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

14 Providing & Laying 25mm thick SDBC using stone 1.00 MT 3628.13

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).

15 Providing, laying and rolling of 25 mm thick VG-30 Open 1.00 MT 2936.25

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

16 Providing and laying Seal Coat with B.T. aggregate as 1.00 MT 3174.22

specified using aggregate at the rate of 0.18 cum /

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 rateAmount

* Estimated mentioned above. Amount of my /our tender

works out as under.

* 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

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.:

Signature of Contractor

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

Depurty Executive Engineer Executive Engineer

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