Road

Rate In figures

1 Clearing and grubbing the road side shoulders (both 1.82 Hectare 28455.09

side in 2.0 mtr. width) including uprooting rank,

vegetation grass bushes, shrubs, sapling and tree girth

upto 300mm . Removal of stumps of trees cut earlier,

disposal of unserviceable material, guide the traffic

with required warning sigs by using of labour with

safety jacket and equipments etc. complete as directed by

Engineer in charge(c) by mechanical means in area of

light jungle

2 Earthwork in cutting including preparing the slope and 5148.25 Cum 277.27

camber andstacking or utilising the cutting stuff in bank

as directed upto 200 Meters from the end of cutting with

all lead and lift.(ii) Soft rock not requiring blasting.

3 Earthwork for embankment including breaking clods, 3475.00 Cum 177.91

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the depression

which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

4 Construction of 150mm thick compacted granular sub 2755.70 Cum 874.66

base ( Grade- I , Crushed B T materials of 53 mm to

26.5 mm @ 35 %, 26.5 mm to 4.75 mm @ 50 %, Below

2.36 mm @ 15 % ) by providing close graded matrial

mixing in a machanical mix plant at OMC, carriage of a

mix material to work site, spreading uniform layers with

motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density

complete as per MORTH Specification clause

5 Providing and filling in foundation with ordinary cement 1375.66 Cum 3345.58

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and

curing complete.

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

6 Construction of concrete road using tremix system with 2189.00 Cum 6204.43

20cm thick with 125mm thick PVC micron sheet CC M

250 Concrete mixing conplast P-211 water reduction

admixture @ 100 ml/bag of cement and harder

62.50ml/bag using fixing and removing 'C' Channels of

required road depth leveling if placed concrte with surface

vibrator, finishing the surface with power floter and towel

tight brooming as directed with providing expansion

joints 20 x 200mm and construction joint 20 x 20 mm

using concrete cutter machine etc. complete.

7 Providing and laying specified Quarry Spall in side 474.00 Cum 538.33

shoulders including carriage of materials spreading in live

and level and consolidation

8 Supplying and fixing reinforced concrete heavy duty non- 53.00 Rmt 2108.86

pressure pipes with collars for culverts carrying heavy

traffic as per IS 458-1991 specifications including setting

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

slopes) of class NP3 of following internal daimeters.(v)

600mm dia.

9 Road marking with hot applied thermo plastic paints with 810.00 Sqm 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5mm

is including reflectorising glass beads @250gms/sqm

area,thickness of 2.5mm is excluding of surface applied

glass beeds as per IRC-35 2015. The finished surface to

be level,uniform and free from sreaks and holes. zebra

patta/bump patta lane/center line/edge line/cut patta. The

white color marking should provide liminance coefficent

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

road shall be min 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 resistnce as mentioned in the section

15 of IRC35-2015. warrenty for retro reflectivity shall be

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

10 Cat Eye/Road Stud/RPM :- Supplying of Moulded Twin 300.00 Nos 326.23

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with Micro

Prismatic Lens (No Glass bead 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 catagory A of MORTH circular No.

RW/NH/33023/10-97-Do III Dt. 11/056/1997. The height,

width and length shall not exceed 20mm, 130mm and

130mm and with minimum reflective area of 13 Sqcm on

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

The strength of detachment of the integrated cylinderical

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

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

500 kgs. 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 manufacturer's

recommendation and colour of the marker should be as

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

11 Direction sign (Junction board):-Providing and fixing sing boards 2.00 Nos 21287.51

made out of 2mm aluminium sheet/4mmACP (alluminium

Composite panel), size 244 x 122cms. rectangle as as per the

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

Primetic grade retro refiective sheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 4.0 mt long (2 nos)

stand post of iron angle 75x75x6mm/65NB Circuler MS Pipe as

required and frame fabricated from suitable size iron angle of

50x50x5mm , painted with best quality epoxy coatings in black

and white bends. the details of symbol or instructionof engineer

incharge.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

Warranty for 7 years for the retro reflecting sheeting from

original manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered shall

be submitted by contractor (B) Class-B Type Retro Reflective

sheeting.....

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

12 Village name/ Bump Ahed sign :-Providing and fixing sing 2.00 Nos 6397.43

boards made out of 2mm aluminium sheet/4mmACP (alluminium

Composite panel), size 90 x 60cms. rectangle as as per the 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

Primetic grade retro refiective sheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 3.3 mt long stand

post of iron angle 75x75x6mm/65NB Circuler MS Pipe as

required and frame fabricated from suitable size iron angle of

35x35x3mm , painted with best quality epoxy coatings in black

and white bends. the details of symbol or instruction / 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

size45X45X60 cm for each lag including excavation , curing etc.

complete under the supervision of Engineer in charge.A

Warranty for 7 years for the retro reflecting sheeting from

original manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered shall

be submitted by contractor (B) Class-B Type Retro Reflective

sheeting.....

13 Tree guard sign :-Providing & fixing sign board made out 2.00 Nos 590.98

of 2mm aluminium sheet /3mm ACP (alluminium

Composite panel), size 30cms diameter circle, pretreated

with phospheting process and acid etching, painted with

one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as

per ASTM D-4956 and latest M.O.S.T. Specifications; A

Warranty for 7 years for the retro reflecting sheeting from

original manufacture & a certified copy of 3 year outdoor

exposer test report from third party test lab for the product

offered shall be submitted by contractor (B) Class-B Type

Retro Reflective sheeting.....

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

14 Regulatory/Mandatory signs:- Providing and fixing sing boards 10.00 Nos 3540.12

made out of 2mm aluminium sheet/4mmACP (alluminium

Composite panel), size 60cms dia circle as per the 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 Primetic

grade retro refiective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6 mt long stand post of iron

angle 75x75x6mm/65NB Circuler MS Pipe as required and frame

fabricated from suitable size iron angle of 35x35x3mm , painted

with best quality epoxy coatings in black and white bends. the

details of symbol or instruction / 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 size45X45X60 cm for each lag including

excavation , curing etc. complete under the supervision of

Engineer in charge. A Warranty for 7 years for the retro

reflecting sheeting from original manufacture & a certified copy

of 3 year outdoor exposer test report from third party test lab for

the product offered shall be submitted by contractor (B) Class-B

Type Retro Reflective sheeting.....

15 Cautionary Warning Sign :- Providing and fixing sing boards 10.00 Nos 3906.19

made out of 2mm aluminium sheet/4mmACP (alluminium

Composite panel), size 90x90x90cms equilateral triangle as per

the 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 Primetic grade retro refiective sheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mt

long stand post of iron angle 75x75x6mm/65NB Circuler MS

Pipe as required and frame fabricated from suitable size iron

angle of 35x35x3mm , painted with best quality epoxy coatings in

black and white bends. the details of symbol or instruction /

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

size45X45X60 cm for each lag including excavation , curing etc.

complete under the supervision of Engineer in charge. A

Warranty for 7 years for the retro reflecting sheeting from

original manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered shall

be submitted by contractor (B) Class-B Type Retro Reflective

sheeting...

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

16 Hazard Marker Sign :-Providing and fixing sing boards made out 6.00 Nos 3518.69

of 2mm aluminium sheet/ 3mm ACP (alluminium Composite

panel), size 90x30cms rectangle as per the 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 inensity Primetic grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 1.8 mt long stand post of iron angle

75x75x6mm/65NB Circuler MS Pipe as required and frame

fabricated from suitable size iron angle of 35x35x3mm , painted

with best quality epoxy coatings in black and white bends. the

details of symbol or instruction / 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 size45X45X60 cm for each lag including

excavation , curing etc. complete under the supervision of

Engineer in charge. A Warranty for 7 years for the retro

reflecting sheeting from original manufacture & a certified copy

of 3 year outdoor exposer test report from third party test lab for

the product offered shall be submitted by contractor (B) Class-B

Type Retro Reflective sheeting....

17 Chevron Board on curves:- Providing and fixing sing boards 77.00 Nos 3711.75

made out of 2mm aluminium sheet/4mmACP (alluminium

Composite panel), size 45 x 60 Cms. square as per the 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 inensity Primetic

grade retro refiective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 1.8 mt long stand post of iron

angle 75x75x6mm/65NB Circuler MS Pipe as required and frame

fabricated from suitable size iron angle of 35x35x3mm , painted

with best quality epoxy coatings in black and white bends. the

details of symbol or instruction / 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 size45X45X60 cm for each lag including

excavation , curing etc. complete under the supervision of

Engineer in charge. A Warranty for 7 years for the retro

reflecting sheeting from original manufacture & a certified copy

of 3 year outdoor exposer test report from third party test lab for

the product offered shall be submitted by contractor (B) Class-B

Type Retro Reflective sheeting....

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

18 Providing and fixing retro Reflective Prismatic Grade 2.00 Sqm 7610.66

Board using 2mm aluminium sheet/4mmACP

(alluminium Composite panel) iron angle 75x75x6mm.

Descaling and dgreasing the board as per requirement

using epoxy primer epoxy paint and carrying high inensity

Primetic grade retro refiective sheeting by screen painting

as directed etc. complete including transporting and fixing

in C.C. 1:2:4 with necessary excavation curing etc

complete as per I.R.C. 67-2012 design.The fixing at site

shall be in 1:2:4 CC block of size45X45X60 cm for each

lag including excavation , curing etc. complete under the

supervision of Engineer in charge. A Warranty for

years for the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class-B Type

Retro Reflective sheeting....

19 Providing and fixing ordinary Kilometer stone of precast 3.00 Nos 1293.39

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

I.R.C.-08 type design in C.C. 1:4:8 including letter and

paints etc. complete (For N.H., S.H. and M.D.R.)

20 Providing and fixing 5th Kilometer stone of precast C.C. 1.00 Nos 1935.15

1:2:4 including necessary reinforcement as per I.R.C.-08

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

complete (For N.H., S.H. and M.D.R.)

21 Providing and fixing Hectometer as per I.R.C. -26 type 14.00 Nos 356.50

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

22 Type - A, "W" : Metal Beam Crash Barrier (Providing and 40.00 Rmt 3468.34

erecting a "W" metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m

high, 1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section

150 x 75 x 5 mm, 330 mm long complete as per clause

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

23 Providing and fixing guard stone as per I.R.C. type design 100.00 Nos 213.80

including white washing etc. complete.(ii) Fixing in C.C.

24 Excavation for foundation upto 1.5 m depth including 1594.30 Cum 447.64

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(D) Soft rock

not requiring Blasting

25 Providing & casting in situ ordinary cement concrete M- 630.24 Cu.m. 3996.57

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Height from 0.0 M.

26 Providing and laying in position FE 500D TMT bar 3.15 MT 73858.69

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

27 Providing & filling in foundation with ordinary cement 739.10 Cum 3715.79

concrete M 150 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

28 Supplying and fixing reinforced concrete heavy duty non- 170.00 Rmt. 5560.01

pressure pipes with collars for culverts carrying heavy

traffic as per IS 458-1991 specifications including setting

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

slopes) of class NP3 of following internal daimeters.(v)

1200mm dia.

Rupees Three Crore Twelve Lakh(s) Thirty Five Thousand Fifty And Paise Fifty Six Only

Deputy Executive Engineer Executive Engineer

Panchyat R & B Sub Division-2 Panchyat R & B Division

Junagadh Junagadh

Item Rates

Description of Item Quantity Unit Amount

Rate In figures

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

*Estimated amount *Estimated amount

Put to tender Rs.31235050.56 Put to tender Rs.

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

Net Rs. …………………….… Total Rs. ………….…

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

*( please strike out whichever is not applicable)

The Contractor shall exhibition board with detailed specification and details of work as directed by the Engineer

– In – Charge for which no extra payment shall bemade.

2 The labourcess 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.

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. there fore in R.C.C. items where the

4 reisa 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 Bidder