Widening & Strengthening of Saputara main circle To Navagam road Ch 1/640 to 2/340 km, And Resurfacing of Various Internal Road of Navagam Saputara Dist.Dang

Bill of Quantity

Memorandum showing items of work to be carried out

Item of work Unit In Amount

Clearing and grubbing road land including uprooting trunk

vegetation, grass bushes, shrubs, saplings and tree girth up to

1 300 mm, removal of stumps of trees cut earlier and disposal of 0.40 Hec. 28455.09

unserviceable materials (C) by mechanical means in area of

Box cutting the road surface to proper slope & camber for

making a base for road work including compacting at O.M.C.

2 and removing the excavated stuff, and depositing on the road 1003.28 Cum 112.02

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 on prepared surface,

mixing by mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired

density etc. complete.

Providing and laying wet mix macadam base course 250 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

4 grade and camber with mechanical paver and consolidation 375.38 Cum 1579.64

each layer with vibratory roller including cost of material

labour plant and equipment etc. complete.

Providing and applying priming coat with Bitumen grade

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

5 of asphalt and preparing the surface heating, and applying 1155.00 Sqm 63.85

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

6 density including filling the depression which occur during 143.85 Cum 182.14

the process using vibratory roller 8 to 10 Tonne (E) From

borrow area within 3.0 Km. lead

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

including conveying and spreading the stuff embankment as

7 and where directed within 200 meter from the end of cutting 1588.00 Cum 137.33

with all required lead and lift.

Item of work Unit In Amount

Rolling and watering of earth work in layers with power roller

8 including filling in depression which occur during the process 1296.00 Cum 23.35

Scarifying gravelled macadam or bitumen macadam surface

9 cm to 10 cm.depth including stacking useful materials on road 9310.00 Sqm 43.77

side and disposing off remaining stuff.

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 spreading the same by Sensor

paver finisher and 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 the same by

paver finisher and consolidation with 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

Kg/10 Sq.mt. and spreading stone dust on painting surface at

12 the rate of 0.03 Cu.m./10 Sq.mt. including rolling with ###### Sqm 36.69

pneumatic tyred roller and brushing etc. complete.

Providing and laying quarry spall of approved quality

including spreading, watering consolidation with vibratory

13 roller including loading and unloading etc. complete. 378.00 Cum 1019.09

Item of work Unit In Amount

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

14 shalll be min 130 mcd/m2/lux and Asphalt road shall be min 923.00 Sqm 367.72

100 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

15 glass beads @ 250gms per sqm area, thickness of 8mm is 126.00 Sqm 1772.55

excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks

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

mm and with minimum reflective area of 13 Sqem on each

side and the slope to the base shall be 35 +/-5 degree. The

16 strength of detachment of the integrated cylindrical shanks, 1107.00 Nos. 326.23

(of 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

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-charge.

Item of work 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

17 details of symbol for each board shall be as per the instruction 18.00 Nos. 21287.51

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

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 instruction 40.00 Nos. 3906.19

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 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 for

19 each board shall be as per the instruction of engineer in 12.00 Nos. 3518.69

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

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 for

20 each board shall be as per the instruction of engineer in 30.00 No. 3990.64

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 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 for

21 each board shall be as per the instruction of engineer in 29.00 No. 3540.12

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.

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 or inscription /

22 numerals for each board shall be as per the instruction of 36.00 No. 3711.75

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 Unit In Amount

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

23 assembly includes solar panel, frame for solar panel, traffic 10.00 Nos. 15150.00

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. type

24 design in C.C. 1:4:8 including painting and lettering etc. 2.00 Nos. 1293.39

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

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

25 including painting lettering etc. complete fixing in C.C. 1:5:10 22.00 Nos. 356.50

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 4956 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 below

the ground while being installed. height of sheeting should be

26 minimum 150mm whereas width of sheeting should not be 162.00 No. 1027.17

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

Excavation for foundation up to 1.50 mt depth including

sorting out and stacking of useful material and disposing of

27 the excavated stuff up to 50 mt. lead (1) Loose or soft soil 237.26 Cum 208.62

Providing and filling in foundation with ordinary cement

concrete M100 mix and providing necessary vertical pin

28 headers including form work,vibrating, ramming and curing 26.30 Cum 3362.25

Item of work Unit In Amount

Providing and casting in-situ ordinary cement concrete M150

mix and providing necessary pin headers including

29 shuttering, scaffolding, laying, vibrating and finishing without 155.25 Cum 3938.30

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

30 as per IS 458-1991 Specifications including setting the pipes in 45.00 Rmt 3469.26

C.M. 1:2 watering and laying (to level or slope) of class NP3

900mm diameter.

Providing and filling sand around the pipe including hand

31 packing ramming, watering, filling measure boxes etc. 74.94 Cum 571.92

complete as directed.

Construction of granular sub-base 150 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 on prepared surface,

mixing by mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired

density etc. complete.

Wall painting two coats with plastic emulsion paint of

approved brand and manufacturer on wall surfaces to give an

33 even shade including thoroughly brushing the surface to 194.58 Sqm 85.34

remove all dirt, dust, mortar drops and other foreign matter.

Dismentalling the existing structure including removing and

34 stacking the dismentelled materials as and where directed. (B) 99.90 Cum 430.93

rubble masonary

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

*Estimated amount *Estimated amount

Put to tender Rs…13791927.23 Put to tender Rs.13791927.23

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.

Item of work Unit In Amount

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 An amout of Rs. 36,963.00 (Rupees Thirty Six Thousand Nine Hundred Sixty Three 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. Bill 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

Deputy Executive Engineer Division Account Officer

Waghai (R&B) Sub-Division Dang (R&B) Division

Executive Engineer

Dang ( R&B ) Division