Road

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 0.78 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork for embankment including breaking clods, dressing 3575.00 One 396.62

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area within Land width from 27 km.

lead, Executed with machineries (Selected soil to be used for

earthwork shall be from Borrow Area only having CBR not less

3 Providing, laying , spreading and compacting of Quarry spall 752.00 One 675.89

including spreading, Rolling Watering etc. with all lead of 47 Cum

4 Scarifying graveled macadam or Bitumen macadam surface 2331.00 One 41.60

6cm to 10cm depth including stacking useful materials on road Sqm

side and disposing off remaining stuff.

5 WBM Grading 1 Providing, laying, spreading and compacting 2487.00 One 1811.11

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

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/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading I as per Technical Specificaion Clause 405. By Manual

6 Rolling and Watering of earthwork in layers with vibratory 3575.00 One 22.95

roller including filling in depression which occur during the Cum

process as directed.

7 Providing and applying primer coat with bitumen emulsion RS 7770.00 One 41.30

on prepared surface of granular Base including clearing of road Sqm

surface and spraying primer at the rate of 0.75kg/sqm using

mechanical means

8 Providing, Laying & Rolling of Built up spray grout in one 7770.00 One 164.81

layers using Bitumen tack coat at the rate 2.50Kg/10Sqm on BT Sqm

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.

9 Providing & Laying bitumeneous grout 37.50 mm thick using 591.00 One 2348.83

RS-1 Emulsion for tack coat at the rate of 2.50 Kg/ 10 sqm on BT MT

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

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

10 Providing, laying & rolling 37.50 mm thick compacted 650.00 One 3038.73

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

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

2.50 Kg/10Sqm.on B.T.Surface (As per IRC-16) and using

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

3.40% i.e. 34.00 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

11 Providing and laying and rolling of 20mm thick compacted mix 363.00 One 3565.59

seal surface with B.T.and aggregate as specified using bitumen MT

grade VG-30 for mixing with aggregate at the rate of 5.10% i.e.

51.00kg/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

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

12 Providing and fixing Precast Cement Concrete Hectometer as 11.00 One 356.49

per IRC type design incl. painting, lettering etc. fixing in C.C. No

13 Providing and fixing Precast Cement Concrete Guard stone as 120.00 One 213.79

per I.R.C. type design including white washing etc. complete. No

fixing C.C. 1:5:10

14 Providing and fixing ordinary Kilometer stone of pre-cast 3.00 One 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C. type No

design in C..C. 1:4:8 including painting lettering etc. complete.

15 Providing and fixing Indicator stone of approve stone as per 126.00 One 102.84

I.R.C. type design in C.C. 1:4:8 including white washing etc. No

complete fixing in earth

16 Providing and fixing Road sign of M.S. plate and angle iron 8.00 One 3072.98

incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.

with necessary excavation etc. complete as per IRC type design

(i) Reflective Type.

17 Road marking with hot applied thermoplastic paints with 714.00 One 367.72

reflectorising glass beads on bitumin surface providing and Sqm

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds as

per IRC:35-2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta/bump patta

lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

18 Supplying and fixing cat eye (Stimsonite) made out from acrilo 405.00 One 375.72

beatiful sterine injuction high compressed molding with No

reflector made of MMC (Prismatic type size 12cmx6cmx2.5cm)

provided with bituminous adhesive 100g. With each umit for

fixing (High Intensity grade)

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

19 Informatory Signs:-Providing and fixing sing boards made out 1.00 One 3856.89

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the No

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two

coats of best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details

of symbol for eachboard shall details of symbol for eachboard

shall be as per the instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each

leg. including excavation curing tec, complete under the

supervision of engineer in charge.(A) Engineer Grade

20 Regulatory / Mandatory Signs 8.00 One 3439.80

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 60 cms. diamete circle as per design of IRC-67-1977.

Pretreated with phospheting process andmacid etching : coated

with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long stand post and frame

fabricated from suitable size iron angle of 35*35*3mm

75*75*6mms. required: painted with best quality epoxy coatings

in black and white bends the details of symbole for each board

shall be as per the instruction of engineer in charge the fixing at

site shall be in 1:2:4 CC block of size 45*45*60 cms for each leg:

includingexcvation curing etc. comp.under the supervision of

engineer-in-charge. (A) Engineer grade.

21 Direction sign (Junction board):-Providing and fixing sing 2.00 One 14831.70

boards made out of 2mm aluminium sheet; size 244 x 122cms, No

rectangle as as per the design of IRC-67-1977 pre treated with

phospheting process & acid etching, coated with one coat of

epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per IRC-30-

1968, 3.1m long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as

required; painted with best quality epoxy coatings in black and

white bends, the details of symbol or inscription/numerals for

each board shall be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

22 Village Name : 8.00 One 5045.36

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*60 cms. rectangle as per design of IRC-67-1977.

Pretreated with phospheting process and acid etching : coated

with one coat of epoxy primer and two coats of best quality

epoxy paint: reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of 50*50*5mm

painted with best quality epoxy coatings in black and white

bends the details of symbole or inscription / numerals for each

board shall be as per the instruction of engineer in charge the

fixing at site shall be in 1:2:4 CC block of size 45*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge.(B)Engineer grade

23 Chevron sign :-Providing and fixing sign boards made out of 24.00 One 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite No

Panel); size 60x50cm rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.3 mtr long stand post of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of35x35x3mm;

painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall besubmitted by

contractor. (A) Class-B Type-11 Retro Reflective sheeting

One Crore Thirty Five Lakh Sixty Five Thousand One Hundred Seventy Seven Rupees And Eighteen Paisa

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 put as under.

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add……..……..%

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

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

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.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh