Construction of a New Four-Lane Highway for the Navinal Village Bypass 0/00 to 3/400 km, Taluka Mundra, District Kutch, Gujarat.

Name of work :-

Construction of a New Four-Lane Highway for the Navinal Village Bypass 0+00 to

3+400 km, Taluka Mundra, District Kutch, Gujarat.

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

1 20.40 Clearing and grubbing road land 28455.09 Rupees Twenty Hact

including uprooting rank vegetation Eight Thousand

grass bushes, shrubs, sapling and Four Hundred

trees girth up to 300 mm removal of Fifty Five And

stumps of trees cut earlier and Paise Nine Only

disposal of unserviceable materials

(C) By mechanical means in area of

2 168933.42 Earthwork for embankment 177.91 Rupees One cum

including breaking clods, dressing Hundred

with all lead and lift and including Seventy Seven

watering rolling and consolidation of And Paise

subgrade in layers at O.M.C. to Ninety One Only

required dry density including filling

the depression which occur during

the process using power roller 8T to

10T.All as per specification. lead

(CBR not less then 6%))

3 6962.00 Earthwork in cuting in all sorts of 134.47 Rupees One cum

soil and soft murrum including Hundred Thirty

conveying and spreading the stuff, Four And Paise

embankment as and where directed Forty Seven

within 200meters from the end of Only

the cutting with all required lead and

4 69135.00 Construction of Compacted layer of 263.40 Rupees Two cum

subgrade with selected soil Hundred Sixty

including watering up to OMC, Three And

rolling, and consolidation with Paise Forty Only

vibratory roller, levelling with motor

grader etc as directed.( CBR not less

5 12613.95 Construction of Grannular sub base 1197.86 Rupees One cum

of 150 mm thick in by providing GSB Thousand One

Gr - I coarse graded material using Hundred Ninety

B.T Metal 26.5mm to 53 mm ,35 % Seven And

,26.5mm to 4.75mm 45% & Below Paise Eighty Six

2.36mm 20 % in uniform layer with Only

motor grader on prepared surface

mxing by mix in place method with

vibratory roller to achive the desired

density complete as per close

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

6 9640.20 Construction of dry lean cement 2759.32 Rupees Two cum

concrete Sub- base over a prepared Thousand

sub-grade with coarse and fine Seven Hundred

aggregate conforming to IS: 383, the Fifty Nine And

size of coarse aggregate not Paise Thirty

exceeding 25 mm, aggregate cement Two Only

ratio not to exceed 15:1, aggregate

gradation after blending to be as per

table 600-1, optimum moisture

content to be determined during

trial length construction, concrete

strength not to be less than 10 MPa

at 7 days, mixed in a batching plant,

transported to site, laid with a paver

with electronic sensor, compacting

with 8-10 tonnes vibratory roller,

finishing and curing.

7 18695.40 Construction of un-reinforced, dowel 6153.93 Rupees Six cum

jointed, plain cement concrete Thousand One

pavement over a prepared sub base Hundred Fifty

with M45 grade concrete(cement Three And

level min 450/kg/cum), coarse and Paise Ninety

fine aggregate conforming to IS 383, Three Only

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 provision of contraction,

expansion, construction and

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

8 1950.00 Providing & Laying 150 mm thick 897.55 Rupees Eight cum

hard side shoulders with Quarry Hundred Ninety

spalls 70% and with using 30 % Seven And

Stone Dust as filler and binding Paise Fifty Five

material including spreading, Only

watering & consolidation by

vibratory roller etc. complete

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

9 300.00 Cast in Situ Cement Concrete M20 138.37 Rupees One Rmt

kerb (Construction of cement Hundred Thirty

concrete kerb with top and bottom Eight And Paise

width 115 and 165 mm respectively, Thirty Seven

250 mm high in M 20 grade PCC on Only

M-10 grade foundation 150 mm

thick, foundation having 50 mm

projection beyond kerb stone, kerb

stone laid with kerb laying machine,

foundation concrete laid manually,

all complete as per clause 408)

10 160.00 Cable Duct Across the Road 2453.29 Rupees Two Rmt

(Providing and laying of a reinforced Thousand Four

cement concrete pipe duct, 300 mm Hundred Fifty

dia, across the road (new Three And

construction), extending from drain Paise Twenty

to drain in cuts and toe of slope to Nine Only

toe of slope in fills, constructing

head walls at both ends, providing a

minimum fill of granular material

over top and sides of RCC pipe as

per IRC:98-1997, bedded on a 0.3 m

thick layer of granular material free

of rock pieces, outer to outer

distance of pipe at least half dia of

pipe subject to minimum 450 mm in

case of double and triple row ducts,

joints to be made leak proof, invert

level of duct to be above higher than

ground level to prevent entry of

water and dirt, all as per IRC: 98 -

1997 and approved

drawings.)ii.Doble Row Utility duct

11 3.00 Providing and fixing ordinary 1293.39 Rupees One Nos

Kilometre stone of pre-cast c.c. 1:2:4 Thousand Two

including necessary reinforcement Hundred Ninety

as per I.R.C. type design in c.c. 1:4:8 Three And

including letter and paints etc. Paise Thirty

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

12 32.00 Providing and fixing Hectometer 356.50 Rupees Three Nos

stone as per IRC type design Hundred Fifty

including painting lettering etc, Six And Paise

complete. (I) Fixing in C:C 1:5:10 Fifty Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

13 290.00 Providing and fixing indicator stone 102.85 Rupees One Nos

of approved stone as per I.R.C. type Hundred Two

design in C.C. 1:4:8 including white And Paise

washing etc. complete.(ii) Fixing in Eighty Five Only

14 1520.00 Providing and fixing guard stone as 103.56 Rupees One Nos

per I.R.C. type design including Hundred Three

white washing etc. complete.(ii) And Paise Fifty

Fixing in C.C. 1:5:10 Six Only

15 42.00 Cautionary Warning Sign :-Providing 5077.27 Rupees Five Nos

and fixing sign boards made out of Thousand

2mm aluminium sheet / 4mm ACP Seventy Seven

(Aluminum composite Panel); size 90 And Paise

x 90 x 90 cms. equilateral triangle as Twenty Seven

per design of IRC-67-2012. Pre Only

treated with phospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long

stand post of 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 foreach board shall be as

per theinstruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer in

charge. A warranty for 10 years for

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

16 4.00 Facility Informatory Sign :-Providing 5906.48 Rupees Five Nos

and fixing sign boards made out of Thousand Nine

2mm aluminium sheet / 4mm ACP Hundred Six

(Aluminum composite Panel); size 80 And Paise Forty

x 60 cms rectangular as per design Eight Only

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 Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long

stand post of 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 fo reach board shall be as

per theinstruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer in

charge. A warranty for 10 years for

17 28.00 Regulatory / Mandatory Sign :- 4618.73 Rupees Four Nos

Providing and fixing sign boards Thousand Six

made out of 2mm aluminium sheet Hundred

/ 4mm ACP (Aluminum composite Eighteen And

Panel); size 60 cms Dia Circle as per Paise Seventy

design of IRC-67-2012. Pre treated Three Only

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long

stand post of 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 foreach board shall be as

per theinstruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer in

charge. A warranty for 10 years for

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

18 8.00 STOP Sign :-Providing and fixing sign 4261.07 Rupees Four Nos

boards made out of 2mm aluminium Thousand Two

sheet / 4mm ACP (Aluminum Hundred Sixty

composite Panel); size 90 cms One And Paise

Octagone as per design of IRC-67- Seven Only

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 Micro Prismatic

Grade retro refiective sheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr

long stand post of 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 foreach board

shall be as per theinstruction 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 10 years for

the Retro reflective sheeting from

19 8.00 Direction (Junction) Sign :-Providing 26572.09 Rupees Twenty Nos

and fixing sign boards made out of Six Thousand

2mm aluminium sheet / 4mm ACP Five Hundred

(Aluminum composite Panel); size Seventy Two

244x122 cms. rectangular as per And Paise Nine

design of IRC-67-2012. Pre treated Only

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr long

(2 Nos.) stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required

and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm;

painted with bestquality epoxy

coatings in black and white bends.

The details of symbol foreach board

shall be as per theinstruction 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 10 years for

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

20 12.00 Distance Informatory / Destination 20918.11 Rupees Twenty Nos

Sign :-Providing and fixing sign Thousand Nine

boards made out of 2mm aluminium Hundred

sheet / 4mm ACP (Aluminum Eighteen And

composite Panel); size 180x120 cms. Paise Eleven

rectangular as per design of IRC-67- Only

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 Micro Prismatic

Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 4.0mtr

long (2 Nos.) stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 50 x 50 x

5mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol foreach board

shall be as per theinstruction 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 10 years for

21 4.00 Village Name Sign :-Providing and 6313.51 Rupees Six Nos

fixing sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP Three Hundred

(Aluminum composite Panel); size Thirteen And

90x60 cms. rectangular as per Paise Fifty One

design of IRC-67-2012. Pre treated Only

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3mtr long

stand post of 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 or inscription/letters /

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer in

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

22 38.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three Nos

fixing sign boards made out of 2.0 Thousand Six

mm aluminium sheet / 4 mm ACP Hundred Sixty

(Aluminum composite Panel); size Six And Paise

90x30 cms. rectangular as per Thirty Only

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long

stand post of 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 theinstruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer in

charge. A warranty for 10 years for

23 4.00 Tree Guard sign :-Providing & fixing 531.26 Rupees Five Nos

sign board made out of 2mm Hundred Thirty

aluminium sheet / 3mm ACP One And Paise

(Aluminum composite Panel) , size Twenty Six Only

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 latest

M.O.S.T. specifications. A warranty

for 10 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-

C Type-11 Retro Reflective sheeting

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

24 4.00 Route Marker sign :-Providing and 5108.58 Rupees Five Nos

fixing sign boards made out of 2.0 Thousand One

mm aluminium sheet / 4 mm ACP Hundred Eight

(Aluminum composite Panel); size And Paise Fifty

60x45 cm rectangular plus 30x25cm Eight Only

additional plate 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 Micro

Prismatic Grade retro refiective

sheeting of Type-11 as per ASTM D-

4956 and latest

M.O.S.T.Specifications; 3.6 mtr long

stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and

frame fabricated from suitable size

iron angle of 35x 35 x 3mm; 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

25 88.00 Chevron sign (Double):-Providing 7021.41 Rupees Seven Nos

and fixing sign boards made out of Thousand

1.5mm aluminium sheet / 3mm ACP Twenty One

(Aluminum composite Panel); size And Paise Forty

60x50 cm as per design of IRC-67- One Only

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 Micro Prismatic

Grade retro refiective sheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr

long stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required

and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm;

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer in

charge. A warranty for 10 years for

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

26 2441.00 Road marking with hot applied 367.72 Rupees Three sq mt

thermoplastic paints with Hundred Sixty

reflectorising glass beads on bitumin Seven And

surface providing and laying a hot Paise Seventy

applied thermoplastic compound 2.5 Two Only

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 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

27 975.00 Providing and laying of Plastirib - T 681.75 Rupees Six sq mt

or equivalent raised profile edge line Hundred Eighty

marking ( audible warning ) with hot One And Paise

applied thermoplastic road marking Seventy Five

compound according to IRC 35 - Only

2015, Clause 7.7, with 2mm thick

base coat layer above that ribs

profile size of lenght 40mm X width

140mm X Height 6 mm thick ( Total

8 mm thick ) at the distance of

mm between two ribs including

reflectorizing glass beads @ 250 gm/

sq.mt area. The maximum width of

raised profile should be 150 mm.

The thickness of 8 mm profile should

be exclusive of surface applied glass

beads. The finished surface to be

levelled, uniform and free from

streaks and holes, to be applied on

edge lines. The profile marking

should be mark basic line and raise

line at a time simultaneously.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

28 1492.00 Cat Eye / Road Stud / RPM: 326.23 Rupees Three Nos

Supplying of Molded Twin Shanks Hundred

Raised Pavement Markers made of Twenty Six And

polycarbonate and ABS moulded Paise Twenty

body and reflective panels with Three Only

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,

mm and 130 mm 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

cylindrical shanks, (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

500 Kgf. Fixing will be by drilling

holes on the road for the shanks to

go inside, without nails and using

29 14.00 Numbering the C.D.work with 58.80 Rupees Fifty Nos

approved paint including all Eight And Paise

materials for paintings etc. complete. Eighty Only

30 356.40 Distempering with dry distemper of 63.17 Rupees Sixty sq mt

approved brand Sqm and Three And

manufacture ( 3 coats and of Paise

requirwd shade on wall surface of Seventeen Only

given an even shade, over and

including a priming coat of whiting

after thoroughly brooming the

surface free from motor dropping

and other foreign matter .

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

31 880.00 Providing and erecting a "Thrie" W - 5234.83 Rupees Five Rmt

metal beam crash barrier comprising Thousand Two

of 3 mm thick corrugated sheet Hundred Thirty

metal beam rail, 85 cm above Four And Paise

road/ground level, fixed on ISMC Eighty Three

series channel vertical post, 150 x Only

75 x 5 mm spaced 2 m centre to

centre, 2 m high with 1.15 m below

ground level. The vertical post fixing

at site shall be in M25 grade Cement

concrete of size 35 x 35 x 120 cms.

for each post including excavation

curing etc. complete. All steel parts

and fitments to be galvanised by hot

dip process, all fittings to confirm to

IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical Post

with a spacer of channel section

x 75 x 5 mm, 550 mm long complete

as per Morth Specification clause

810 including butt welding to all

nuts & bolts & including 3 mm ACM

type reflector 100 mm wide & 4.5 m

long, type -4 class B High intensity

Grade Sheeting as per IRC 67:2012

etc. complete as per instruction of

Engineer In Charge. Also radium

red/yellow colour strip of size 100 x

32 32.00 Flexible Median Marker : Providing 271.69 Rupees Two Nos

and Fixing of Flexible Median Hundred

Marker that are made of tough, high Seventy One

impact resistant,injection-molded, And Paise Sixty

thermoplastic body with property of Nine Only

flexibility to provide high durability.

The dimension of Flexible Median

Marker should not exceed 18.4 cm

in height(including shank

height),12.5 Cm in width. ,0.65 cm

in thickness and shank depth shall

be 3.4 cm The body structure shall

be rounded at all its corners and

edges. The plastic used for molding

the Flexible Median Marker should

survive impact load of 5kg

continuously for 750 times at room

temperature.The logo of the

manufacturer shall be embossed on

either side of the body in the

injection molding process. The

Median Marker shall have flame like

shaped body with, fluorescent yellow

color retro-reflective sheeting of size

not less than 90Cm square, with

fully reflective micro prismatic cube

corners as its retro-reflective

elements as per IRC 67 2012 and

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

33 230.00 Solar Stud: Supplying of Solar 2088.68 Rupees Two Nos

Raised Pavement Markers made of Thousand

polycarbonate molded body with Eighty Eight

circular shape, solar powered, LED And Paise Sixty

self illumination in active mode, 360 Eight Only

degree illumination and reflective

panels with micro prismatic lens

capable of providing total internal

reflection of the light entering the

lens face in passive mode. The

marker shallsupport a load of

kg tested in accordance to ASTM D

4280. The marker should be

resistant to dust and water ingress

according to IP 65 standards and

should withstand temperatures in

the range of 0 C to 70 C. Color of

lighting could be provided in red or

yellow (amber) as per requirement

and typical frequency of blinking is

Hz. There should be current losses

of less than 20 micro-amperes at

V in sleep- charging mode to

enhance the life of the marker and a

full charge should provide for a

minimum autonomy of 50 hours.

The height, width and length of the

marker shall not be less than 10 mm

34 64.00 Road Delineators (Supplying and 1010.00 Rupees One Nos

installation of delineators (road way Thousand Ten

indicators, hazard markers, object Only

markers), 80-100 cm high above

ground level, painted black and

white in 15 cm wide stripes, fitted

with 80 x 100 mm rectangular or

mm dia circular reflectorised panels

at the top, buried or pressed into the

ground and confirming toIRC-79 and

35 34.00 Providing and Fixing ROW's 9865.97 Rupees Nine Nos

boundary stone oF CC 1:2:4 precast Thousand Eight

or cast in situ with reinforcement as Hundred Sixty

per IRC :25/1967 drawing of Five And Paise

boundary stone with formwork on Ninety Seven

various road SH/MDR/ODR/VR at Only

every 200 mtr interval including

Excavation ,White Washing,

Lattering Demarcation etc. as per

instruction of engineer in charge.(

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

36 3.15 Planting Flowering Plants and 56437.79 Rupees Fifty Km

Shrubs in Central Verge Six Thousand

37 3.15 Maintenance of Flowering Plants and 299960.59 Rupees Two Km

Shrubs in Central Verge for one Year Lakh(s) Ninety

Sixty And Paise

Fifty Nine Only

38 4.00 Overhead Gntry Providing and 720293.62 Rupees Seven Nos

erecting overhead signs with a Lakh(s) Twenty

corrosion resistant aluminium alloy Thousand Two

sheet reflectorised with high Hundred Ninety

intensity retro-reflective sheeting of Three And

encapsulated lense type with vertical Paise Sixty Two

and lateral clearance given in clause Only

802.2 and 802.3 and installed as per

clause 802.7 over a designed

support system of aluminium alloy

or galvanised steel trestles and

trusses of sections and type as per

structural design requirements and

39 200.00 Providing Diversion of road 5.5 mt 909.00 Rupees Nine Rmt

Width (having 7.50 mt Formation Hundred Nine

Width) for Structure/junction by Only

Providing & spreding Earth Work

200 mm GSB-1, 150 WMM an20

mm MSS and Diversion Board The

Length of Road is Depend on site

condition etc as directed by Engineer

40 22595.91 Excavation for foundation upto 1.5 157.33 Rupees One Cum

m depth incl. Sorting out & stacking Hundred Fifty

of useful material & isposing Lead. Seven And

(B) Dense of hard soil Paise Thirty

41 4408.88 Providing and filling in foundation 3737.13 Rupees Three Cum

with ordinary cement concrete M Thousand

150 mix and providing necessary Seven Hundred

vertical pin headers including Thirty Seven

formwork,vibrating,ramming and And Paise

curing complete. Thirteen Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

42 77.00 Providing and Casting in situ 4552.99 Rupees Four Cum

controlled Cement Concrete M-200 Thousand Five

for R.C.C. Raft and cutt-off walls Hundred Fifty

including necessary shuttering Two And Paise

laying, vibrating, ramming and Ninety Nine

curing complete Only

43 370.00 Supplying and fixing reinforced 1190.05 Rupees One Rmt

concrete heavy duty non-pressure Thousand One

pipes with collars for culverts Hundred Ninety

including setting and joining the And Paise Five

pipes in C.M. 1:2 watering and Only

laying (To level of slops of I.S. 458 /

1971 Class NP3 of following internal

diameter. (vi) 450 mm dia.

44 6039.00 Providing and casting in situ 5265.96 Rupees Five Cum

controlled cement concrete M250 Thousand Two

mix for RCC work in piers, abutment Hundred Sixty

and RCC return as per drawing Five And Paise

including centering, shuttering, Ninety Six Only

scaffolding where necessary laying,

vibrating, curing and finishing

complete. (A) All Heigh{SOR P.No

237, IT Code-27064AA} +Add

cement diff 380-360=20kg

45 895.36 Providing and laying in position FE 73858.69 Rupees Seventy MT

500D TMT bar reinforcement Three

including cutting, bending, hooking Thousand Eight

and tying complete as per detailed Hundred Fifty

drawings for the following.(A) Piers Eight And Paise

(B) Abutments (C) R.C.C. Returns Sixty Nine Only

46 4800.00 Providing and laying weep holes in 86.70 Rupees Eighty NOS

abutment and return by using Six And Paise

A.C.pipe of 100mm diameter with Seventy Only

laying in proper grade and joining

complete as per detailed

specification. [S.O.R.P-235 It.

47 5074.00 Providing and laying - Fitter Media 1239.35 Rupees One sq mt

600mm thick directed at the back of Thousand Two

abutments, returns and wing walls Hundred Thirty

as per detailed specifications. Nine And Paise

Thirty Five Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

48 9510.91 Filling available excavated EARTH 136.92 Rupees One cum

(Excluding Rock) in Hundred Thirty

Trenches,Plinth,sides of foundations Six And Paise

etc. in layers not exceeding 20 cm. Ninety Two Only

in depth consolidating each

deposited layer by ramming and

49 18200.00 Turfing Lawns with Fine Grassing 36.36 Rupees Thirty sq mt

including Ploughing, Dressing Six And Paise

(Turfing lawns with fine grassing Thirty Six Only

including ploughing, dressing

including breaking of clods, removal

of Rubbish,dressing and supplying

doobs grass roots at 10 cm apart,

including supplying and spreading of

farm yard manure at rate of0.6 cum

per 100 sqm) (NH GANDHIDHAM IT

50 31.55 Providing and filling in foundation 3327.08 Rupees Three cum

with ordinary cement concrete M Thousand

100 mix and providing necessary Three Hundred

vertical pin headers including Twenty Seven

formwork,vibrating,ramming and And Paise Eight

curing complete. Only

51 75.00 Supplying and fixing reinforced 6621.26 Rupees Six Rmt

concrete heavy duty non-pressure Thousand Six

pipes with collars for culverts Hundred

including setting and joining the Twenty One

pipes in C.M. 1:2 watering and And Paise

laying (To level of slops of I.S. 458 / Twenty Six Only

1971 Class NP4 of following internal

diameter. (vi) 1200 mm dia.

52 2.00 Numbering the C.D.work with 58.80 Rupees Fifty Nos

approved paint including all Eight And Paise

materials for paintings etc. complete. Eighty Only

53 2888.77 Providing TMT Bar FE 500D 77.29 Rupees Seventy KG

reinforcement for R.C.C. work Seven And

including bending, binding and Paise Twenty

placing in position complete upto Nine Only

floor two level

54 270.00 Providing Diversion of road 5.5 mt 909.00 Rupees Nine Rmt

Width (having 7.50 mt Formation Hundred Nine

Width) for Structure/junction by Only

Providing & spreding Earth Work

200 mm GSB-1, 150 WMM an20

mm MSS and Diversion Board The

Length of Road is Depend on site

condition etc as directed by Engineer

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

55 534.52 Providing and filling rubbles 1094.11 Rupees One sq mt

including hand packing and filling Thousand

interstices with quarry spalls behind Ninety Four

abutments and between returns as And Paise

directed Eleven Only

56 33.44 Providing Rubble pitching of 300 1434.20 Rupees One sq mt

mm. average thickness including Thousand Four

pointing mortar with C.M.1 : 3 (1 Hundred Thirty

cement : 3 sand) etc. complete Four And Paise

57 100.00 Dismentaling the existing structure 930.35 Rupees Nine cum

including removing and stacking the Hundred Thirty

dismentelled materials as and where And Paise

directed. (A) R.C.C. work Thirty Five Only

58 3900.00 Providing and casting in situ 6072.07 Rupees Six cum

controlled cement concrete M-350 Thousand

for R.C.C. work in superstructure Seventy Two

including centering, shuttering And Paise

scaffolding, ramming, vibrating Seven Only

curing and finishing complete.(A) T-

Beam and Deck slab type of

superstructure (I) Deck slab

59 930.00 Providing and fixing premoulded 803.22 Rupees Eight Rmt

compressible filler board in black Hundred Three

colour confirming to MoRT&H And Paise

Specifications (Clause 1015), having Twenty Two

minimum density 95kg/cum. non- Only

staining with less than 1% water

absorption & compression recovery

of 93% minimum as per specification

for 20 mm wide expansion joint

including cutting to required size

and shape at all levels etc.complete

60 120.00 Providing and fixing G.I. 100 mm 536.03 Rupees Five Nos

diameter water spout including Hundred Thirty

necessary iron gratings as per Six And Paise

drawing. Three Only

61 2119.00 Earthwork for embankment 160.14 Rupees One Cum

including breaking clods, dressing Hundred Sixty

with all lead and lift and including And Paise

watering rolling and consolidation of Fourteen Only

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.(A) From Borrow pits within land

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

62 382.04 Providing fusion bonded Epoxy 8729.43 Rupees Eight cum

coating not less than 175 micron Thousand

thickness and up to 300 micron to Seven Hundred

reinforcement bars as per IS-13620- Twenty Nine

1993/ASTM-775 M including testing And Paise Forty

of coating at plant and all taxes (A)all Three Only

63 100.00 Providing and Fixing Black & Yellow 1071.47 Rupees One Rmt

PVC Heavy duty Speed Thousand

Breaker/Bump of size 250x350x50 Seventy One

mm with both side reflecter having And Paise Forty

wt. of each plate not less than 4 Seven Only

kg/mtr. and bearing capacity 40 to

50 tonne including nails and

addhesive as per direction of

Engineer - in - charge.

64 1773.00 Earthwork for embankment 160.14 Rupees One cum

including breaking clods, dressing Hundred Sixty

with all lead and lift and including And Paise

watering rolling and consolidation of Fourteen Only

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.(A) From Borrow pits within land

65 591.00 Providing and filling rubbles 1094.11 Rupees One cum

including hand packing and filling Thousand

interstices with quarry spalls behind Ninety Four

abutments and between returns as And Paise

directed Eleven Only

66 609.00 Providing and laying - Fitter Media 1239.35 Rupees One sq mt

600mm thick directed at the back of Thousand Two

abutments, returns and wing walls Hundred Thirty

as per detailed specifications. Nine And Paise

Thirty Five Only

Rupees Thirty Eight Crore Fifteen Lakh(s) Twenty Nine Thousand Three Hundred Eighteen And

Paise Eighty Six Only

*Estimated amount *Estimated amount

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

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

In words ……………………………… In words ………………………………

*(please strike out whichever is not applicable)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

In Figures In Words estimated Quantities

Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

Note-5 Testing Charges for the quality of material shall be recovered as per SBD

Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$

YL ZFHI ;ZSFZGF AF\WSFD DF8[ J5ZFTF UF{6vBlGHGL ZMI<8L ;FNL DF8L VG[ ;MO8 DMZD 5Z ZMI<8L ,FU] 50X[P

Note-9 Labour Cess shall be recovered as per SBD

Note-10 Quantity of items may reduce or increase as per work execution.

Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P

Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of

cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in

tender. However for Increase in quantity of cement no additional payment shall be made.

Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-

Note-16 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+

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D]HA VG];ZJFG]\ ZC[X[P

Note-17 U]HZFT ;ZSFZzLGF DFPDPlJEFUGF 5lZ5+ S|DF\So VFZHLV[Gq&_Z__&qs#5fv; YL NFB, YI[, XZTMP

1) 5_DLDLYL JW] 0FDZ SFDGL ;\I]ST HF0F. sALPV[;PHLP4 ALPALPV[DP l;JFIf CMI T[JF Z:TFGF SFDDF\ NZ Z5_DLP NL9

V[S S|M; ;[SXG 5Z 0FDZSFDGL 5CM/F. VG];FZ A[ YL RFZ SMZ ;[d5, .HFZNFZ[ 5MTFGF SMZ S8L\U DXLG J0[ ;\A\lWT

GFIA SFI"5F,S .HG[ZzLGL CFHZLDF\ D[/JL VF5JFGF ZC[X[ VG[ VF ;[d5, ;L, SZL DFgI ,[AMZ[8ZL DFZOT YLSG[;4

0[g;L8L TYF AL8]DLG; Sg8[\8GF 5lZ1F6 SZFJL 5lZ6FD[ D[/JJFGF ZC[X[P ;\TMQFSFZS 5lZ6FDM VFjIF ;]WL 0FDZ SFDGL

R]SJJF5F+ ZSDGF 5@ ZSD JLYC[<0 ZFBJFDF\ VFJX[4 H[ ZSD ;\TMQFSFZS 5lZ6FDM D?IF AFN H K]8L SZFX[P 5Z\T]

;\TMQFSFZS 5lZ6FDM GlC\ D[/JJFGF lS:;FVMDF\ SZFZGL VgI XZTM VG];FZ SFI"JFCL Y. XSX[P

2) ~FP!__ ,FB S[ T[YL JW] ZSDGF SZFZ C[9/GF SFD 5Z .HFZNFZ[ O],8F.D SJM,LOF.0 V[gHLGLIZ lGI]ST SZJFGM ZC[X[

H[ V\U[ SFDGF JS"VM0"Z D?I[ lNGv!5 DF\ SFI"5F,S .HG[ZzLGL HF6 C[9/4 GFIA SFI"5F,S .HG[ZzLG[ lGO]S .HG[ZGF

GFD4 SJM,LOLS[XG4 DFS"XL84 ;8L"OLS[84 S,Z OM8MU|FO4 lGI]lSTGF C]SD JU[Z[ lJUT ZH] SZJFGL ZC[X[ TYF SFD 5Z CFHZ

YIF V\U[GM ZL5M8" VF5JFGM ZC[X[4 H[ VG];FZ SZFZ C[9/GF SFD 5Z SJM,LOF.0 .HG[ZGL p5ZMST XZT D]HA lGI]lST

YFI TYF :Y/ 5Z BZ[BZ SFDULZL G ;\EF/[ tIF\ ;]WLGF ;DIUF/F T[DH SFD RF,] ZC[ T[ ;DI NZdIFG lGI]S SZ[, .HG[Z

SFDULZL ;\EF/X[ GlC\ T[ ;DIUF/F DF8[ ~FP!54___qv 5|lTDF; ,[B[ lA,DF\YL S5FT SZJFDF\ VFJX4 H[ GMG ZLO\0[A,

Signature of Contractor Executive Engineer

R&B Division, Bhuj