Widening & Strengthening of Helipad Road ch 0/0 to 0/300 km, Artist Village Road ch 0/0 to 0/190 km, PHC Approach Road ch 0/0 to 0/090 km & Sunset Point Road0/0 to 0/200 km, At Saputara 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 0.13 Hec. 28455.09

mechanical 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 2450.00 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 1207.00 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

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 248.00 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

required dry density including filling the depression

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

7 embankment as and where directed within 200 meter 491.00 Cum 137.33

from the end of 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 1471.00 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. 4290.00 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 446.00 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 25 mm thick compacted Semi Dense

Bituminous Concrete using stone chips as per MORT&H

gradation & VG-30 grade asphalt for mixing @ 5.0% by

weight of total mix for binder and including heating the

aggregate and asphalt by drum mix plant and spreading

11 the same by paver finisher and consolidation with 186.00 M.T. 3632.97

vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood,

labour charges etc. complete

Providing and applying asphalt painting on B.T. surface

with mechanical sprayer using bitumen VG-30 at the rate

of 5.00 Kg/10 Sq.mt. and spreading stone dust on

12 painting surface at the rate of 0.03 Cu.m./10 Sq.mt. 3234.00 Sqm 36.66

including rolling with pneumatic tyred roller and

brushing etc. complete.

Providing and laying quarry spall of approved quality

including spreading, watering consolidation with

13 vibratory roller including loading and unloading etc. 234.00 Cum 1004.95

Item of work Quantity Unit In Amount

Construction of dry lean cement concrete Sub- base over a

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 220 kg/ cum,

optimum moisture content to be determined during trial

14 length construction, concrete strength not to be less than 255.00 Cum 2850.22

10 Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. cpmplete.

Construction of un-reinforced, dowel jointed, plain

cement concrete pavement over a prepared sub base with

concrete grade M40, coarse and fine aggregate

conforming to IS 383, maximum size of coarse aggregate

not exceeding 25 mm, mixed in a batching and mixing

plant as per approved mix design, transported to site, laid

with a fixed form or slip form paver, spread, compacted

and finished in a continuous operation including

15 provision of contraction, expansion, construction and 413.00 Cum 6972.03

longitudinal joints, joint filler, separation membrane,

sealant primer, joint sealant, debonding strip, dowel bar,

tie rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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.

Item of work Quantity Unit In Amount

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.

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

18 detachment of the integrated cylindrical shanks, (of 474.00 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

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

19 details of symbol for each board shall be as per the 26.00 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

20 for each board shall be as per the instruction of engineer 4.00 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

Village name Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 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; 3.3mtr 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 or inscription / numerals for each board shall be as per 5.00 Nos. 6397.43

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. (B)

Class-B Type-4 Retro Reflective sheeting

Item of work Quantity Unit In Amount

STOP Sign :-Providing and fixing sign boards made out

of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal 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 for each board shall be as per the

22 instruction of engineer in charge. The fixing at site shall 10.00 No. 6704.36

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

23 or inscription / numerals for each board shall be as per 14.00 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

24 below the ground while being installed. height of 31.00 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

The Solar Powerd Traffic Blinker are Manufactured by

using superior quality raw material & are known for their

uniterupted operation and self generated power. The

whole assembly includes solar panel, frame for solar

panel, traffic signal blinker, wire harness, charge

controller, battery, battery box, signal pole etc.

Providing, Supplying and Fixing Road Safety Convex

Mirror (Wide Angle Type) of approved make, having

high impact acrylic/polycarbonate reflective surface with

minimum 2 mm thickness, UV stabilized weather

resistant FRP/ABS frame with sun hood, including heavy

duty mounting brackets, MS pole , foundation concrete,

26 excavation, refilling, nuts, bolts, clamps and all 30.00 Nos. 10100.00

accessories complete in position at road junctions/curves

or as directed by Engineer-in-Charge, including all labour

and materials complete

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 1195.00 Cum 212.52

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 formwork, vibrating ramming and 137.00 Cum 3362.25

curing complete

Providing and casting in-situ controlled cement concrete

M200 mix and providing necessary pin headers including

29 shuttering, scaffolding, laying, vibrating and finishing 228.00 Cum 4308.34

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

Providing and fixing in position IS mark TMT (Fe-

500/500D) bar for temperature reinforcement for mass

30 concrete pier/abutment returns including cutting 18.60 Cum 73858.69

bending and tying as required complete

Excavation for foundation upto 1.5 m. depth including

sorting out and stacking of useful material and disposing

31 off the excavated stuff as directed by Engineer in charge 210.00 Cum 208.63

with all lead and lift in (2) Loose or soft soil murrum etc.

Provading & casting in situ ordinary cement concrete M

150 mix and providing necessary pinheaders including

shuttering scaffolding laying vibrating and finishing

32 without V-Grooves. (A) Heigth from 0.0 m to 5.0m for 378.80 Cum 3938.30

head wall of causeway

Providing and Laying weep hole in abutment and return

by using AC pipe of 100mm dia with laying in proper

33 grade and jointing complete etc as per detailed 100.00 Nos. 91.32

Item of work Quantity Unit In Amount

Providing and laying filter media 600 mm thick as

34 directed at the back of abutments and returns and wing 100.00 Sqm 1342.40

walls as per detailed specifications

Rupees One Crore Fifty Three Lakhs Seventy Four Thousand Seventeen and Paise Fifty One Only

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…15374017.51 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.

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

Signature of Bidder Executive Engineer

Dang ( R&B ) Division