Widening & Strengthening of Main Circle to Governor Hill Station Road Saputara ch 0/0 to 1/450 km Dist. Dang

Bill of Quantity

Memorandum showing items of work to be carried out

Item of work Quantity Unit In Amount

Clearing and grubbing road land including uprooting

trunk vegetation, grass bushes, shrubs, saplings and tree

girth up to 300 mm, removal of stumps of trees cut earlier

1 and disposal of unserviceable materials (C) by mechanical 0.23 Hec. 28455.09

means in area of light jungle

Box cutting the road surface to proper slope & camber for

making a base for road work including compacting at

2 O.M.C. and removing the excavated stuff, and depositing 1587.00 Cum 112.02

on the road side slopes as directed with all lead and lift..

Construction of granular sub-base 200 mm thick by

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of grading V

including spreading in uniform layer with motor grader

3 on prepared surface, mixing by mix in place method with 763.20 Cum 1344.31

rotavator at OMC and compacting with vibratory roller to

achieve the desired density etc. complete.

Providing and laying wet mix macadam base course

mm thick (Two Layer) using machine crushed B.T. chips

as per required gradation mixing with required optimum

quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver

and consolidation each layer with vibratory roller

including cost of material labour plant and equipment etc.

Providing and applying priming coat with Bitumen grade

Emersion SS-1 at the rate of 7.50 kg/ 10 Sq.mt. including

5 cost of asphalt and preparing the surface heating, and 1898.00 Sqm 63.78

applying etc. complete.

Earth work for embankment including breaking clods,

dressing with all lead and lift including watering, rolling

and consolidation of sub grade in layers at O.M.C to

6 required dry density including filling the depression 147.18 Cum 182.14

which occur during the process using vibratory roller 8 to

10 Tonne (E) From borrow area within 3.0 Km. lead

Item of work Quantity Unit In Amount

Earth work in cutting in all sorts of soil and soft murrum

including conveying and spreading the stuff embankment

7 as and where directed within 200 meter from the end of 914.00 Cum 137.33

cutting with all required lead and lift.

Rolling and watering of earth work in layers with power

8 roller including filling in depression which occur during 1251.00 Cum 23.35

Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

9 materials on road side and disposing off remaining stuff. 8425.00 Sqm 43.77

Providing and laying 50 mm thick compacted B.M. with

B.T. aggregate as per MORT&H specification using

Emersion RS-1 for Track coat at 2.5 Kg./10Sq.mt. with

mechanical sprayer and bitumen grade VG-30 for mixing

at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix including

heating the aggregate and asphalt by Batch mix plant and

10 spreading the same by Sensor paver finisher and 220.00 M.T. 3016.87

consolidation with vibratory roller including providing

all materials, equipments, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete

Providing and laying 50 mm thick Dense graded

bituminous macadam with tack coat at 2.50 Kg/10 Sq.mt.

of Emulsion RS-I by mechanical sprayer and using stone

chips as per MORT&H gradation and asphalt VG-30

grade @ 4.50% (As per mix design)by total weight of mix

for binder by batch mix hot laid process including

11 transporting the mix and spreading the same by paver 1226.00 M.T. 3518.84

finisher and consolidation by vibratory roller including

providing and operating required drum mix plant &

machinery cost of fuel, asphalt, oil, lubricant & labour

charges etc. complete.

Providing and laying 30 mm thick compacted

Bituminuous Concrete stone chips as per MORT&H

gradation & VG-30 grade asphalt for mixing @ 5.50% (As

per mix design) by weight of total mix for binder

including heating the aggregate and asphalt by Batch mix

12 plant and spreading the same by sensor paver finisher 768.00 M.T. 3866.28

and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

Item of work Quantity Unit In Amount

Providing and laying quarry spall of approved quality

including spreading, watering consolidation with

13 vibratory roller including loading and unloading etc. 435.00 Cum 1004.95

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and 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

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.

Supply and Apply Rumbble Strips Road marking with

hot applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot

applied thermoplastic compound 8 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 8mm 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.

Item of work Quantity Unit In Amount

Cat Eye Road Stud/RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal

reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-

97 DO III Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqem on each side and the

slope to the base shall be 35 +/-5 degree. The strength of

16 detachment of the integrated cylindrical shanks, (of 1860.00 Nos. 326.23

diameter not less than 19+/-2 mm and height not less

than 30+/-2 mm) from the body is to be a minimum value

of 500 Kgf. Fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers

recommendation and The color of the marker should be

as per the IRC 35-2015 and as directed by Engineer-in-

Item of work Quantity Unit In Amount

Direction (Junction) Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 244x122 cms.

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; 4.0mtr (2 Nos.) 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 of 50x50x5mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

17 for each board shall be as per the instruction of engineer 10.00 Nos. 21287.50

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 be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting

Item of work Quantity Unit In Amount

Cautionary Warning Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle 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; 3.6mtr

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 of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The

18 details of symbol for each board shall be as per the 36.00 Nos. 3906.18

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 be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Item of work Quantity Unit In Amount

Hazard Marker Sign :-Providing and fixing sign boards

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 cms. 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; 1.8mtr 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 of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

19 for each board shall be as per the instruction of engineer 26.00 Nos. 3518.68

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 be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting

Item of work Quantity Unit In Amount

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 80 x 60 cms.

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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

20 for each board shall be as per the instruction of engineer 20.00 Nos. 3990.64

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 be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Item of work Quantity Unit In Amount

Regulatory / Mandatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms. Dia Circle 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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

21 for each board shall be as per the instruction of engineer 20.00 No. 3540.12

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 be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Item of work Quantity Unit In Amount

Chevron sign :-Providing and fixing sign boards made

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite 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

22 or inscription / numerals for each board shall be as per 50.00 No. 3711.75

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 be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

Item of work Quantity Unit In Amount

Standard Delineator: Providing and fixing of Standard

Metal Delineator consisting of minimum retro reflective

unit exposed area of 330 cm2 white color, full cube corner

micro prismatic non-metallic retro reflective sheeting on

each side conforming with IRC 67 2012 and meeting the

coefficient of retro reflection values as per ASTM D

Type XI table specification. The delineator shall be

painted with powder coat of minimum 40 microns

thickness, on top of which retro reflective sheeting shall

be pasted on both sides. The structure shall be

manufactured in roll forming process and shall have

height not less than 800 mm above the ground, width not

less than 100 mm and shall extend not more than 300mm

23 below the ground while being installed. height of 91.00 Nos. 1027.17

sheeting should be minimum 150mm whereas width of

sheeting should not be less than 75mm (should be placed

every alternative 15cm). The front and back faces of the

delineator should be curved with a radius of not more

than 200 mm and with delta angle (or central angle of

curve) lying between 20o and 30o, to increase the

visibility of the delineator for vehicles moving in

continuous curves. The delineator shall have grooves

across the length to make the reflective sheets vandal-

proof. The delineator is meant for application on gaps in

median, traffic islands, dangerous bends, roundabouts,

narrow bridges etc. or as desired by site engineer

Solar Powerd Traffic Blinker are Manufactured by using

superior quality raw material & are known for their

uniterupted operation and self generated power. The

24 whole assembly includes solar panel, frame for solar 10.00 Nos. 15150.00

panel, traffic signal blinker, wire harness, charge

controller, battery, battery box, signal pole etc.

Providing and fixing ordinary kilometer stone of precast

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

25 type design in C.C. 1:4:8 including painting and lettering 4.00 Nos. 1293.38

etc. complete. For O.D.R./ V.R.

Providing and fixing hectometer as per I.R.C. type design

26 including painting lettering etc. complete fixing in C.C. 10.00 Nos. 356.50

Excavation for foundation up to 1.50 mt depth including

sorting out and stacking of useful material and disposing

27 of the excavated stuff up to 50 mt. lead (1) Loose or soft 514.00 Cum 208.63

Item of work Quantity Unit In Amount

Providing and filling in foundation with ordinary cement

concrete M100 mix and providing necessary vertical pin

28 headers including form work,vibrating, ramming and 57.00 Cum 3362.25

curing complete.

Providing and casting in-situ ordinary cement concrete

M150 mix and providing necessary pin headers including

29 shuttering, scaffolding, laying, vibrating and finishing 337.00 Cum 3938.30

without V-grooves ( A ) Height from 0.0 to 5 Mt.

Supplying and fixing reinforced concrete heavy duty non

pressure pipes with collars for culverts carrying heavy

traffic as per IS 458-1991 Specifications including setting

30 the pipes in C.M. 1:2 watering and laying (to level or 97.50 Rmt 3469.26

slope)of class NP3 900mm diameter.

Providing and filling sand around the pipe including

31 hand packing ramming, watering, filling measure boxes 162.00 Cum 571.92

etc. complete as directed.

Wall painting two coats with plastic emulsion paint of

approved brand and manufacturer on wall surfaces to

32 give an even shade including thoroughly brushing the 422.00 Sqm 85.35

surface to remove all dirt, dust, mortar drops and other

foreign matter.

Dismentalling the existing structure including removing

33 and stacking the dismentelled materials as and where 194.81 Sqm 430.94

directed. (B) rubble masonary

Rupees One Crore Fifty Seven Lakhs Eight Thousand Four Hundred Fifty Five and Paise Fifty Five

I/We am/are willing to carry out the work at ………………………………………………..% above/below

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…15708455.55 Put to tender

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

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 ie. 1% of the work done.

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

Item of work Quantity Unit In Amount

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

Note 5 An amout of Rs. 84,396.00 (Rupees Eighty Four Thousand Three Hundred Ninety Six Only ) towards

estimated salvage value of dismantled materials likely to be available from dismantaling the existing

structures and material available from diversion road shall be recovered from the 1st R.A. Boll of this

work irrespective of the quantity actually received on site.

Note 5:-To be continued on additional sheet,if found necessary.

Signature of Bidder Executive Engineer

Dang ( R&B ) Division