Construction of new four lane highway for the mota kandagra village bypass km 0/00 to 4/500 Ta :- Mundra , Dist :- Kutch

Name of work :-

Construction of new four lane highway for the mota kandagra village bypass

km 0/00 to 4/500 Ta :- Mundra , Dist :- Kutch

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 In Figures In Words

but may be estimated Quantities

1 27.00 Clearing and grubbing road land 28455.09 Rupees Twenty Hect

including uprooting rank vegetation Eight

grass bushes, shrubs, sapling and Thousand Four

trees girth up to 300 mm removal Hundred Fifty

of stumps of trees cut earlier and Five And Paise

disposal of unserviceable materials Nine Only

(C) By mechanical means in area

of light jungle

2 145236.32 Earthwork for embankment 177.91 Rupees One Cmt

including breaking clods, dressing Hundred

with all lead and lift and including Seventy Seven

watering rolling and consolidation And Paise

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

required dry density including Only

filling the depression which occur

during the process using power

roller 8T to 10T. all as per

specifiaction (CBR>6%)

3 13755.23 Earthwork in cuting in all sorts of 134.47 Rupees One Cmt

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

4 81247.33 Construction of Compacted layer of 263.40 Rupees Two Cmt

subgrade with selected soil CBR > Hundred Sixty

8% including watering up to OMC, Three And

rolling, and consolidation with Paise Forty

vibratory roller, levelling with motor Only

grader etc as directed.( CBR not

5 16092.90 Construction of Grannular sub 1214.02 Rupees One Cmt

base of 150 mm thick in by Thousand Two

providing GSB Gr - I coarse graded Hundred

material using B.T Metal 26.5mm Fourteen And

to 53 mm @ 35 % ,26.5mm to Paise Two Only

4.75mm 45% & Below 2.36mm

% in uniform layer with motor

grader on prepared surface mxing

by mix in place method with

vibratory roller to achive the

desired density complete as per

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

6 12249.90 Construction of dry lean cement 2778.51 Rupees Two Cmt

concrete Sub- base over a prepared Thousand

sub-grade with coarse and fine Seven Hundred

aggregate conforming to IS: 383, Seventy Eight

the size of coarse aggregate not And Paise Fifty

exceeding 25 mm, aggregate One Only

cement 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

7 23743.80 Construction of un-reinforced, 6174.13 Rupees Six Cum

dowel jointed, plain cement Thousand One

concrete pavement over a prepared Hundred

sub base with M45 grade Seventy Four

concrete(cement level min And Paise

450/kg/cum), coarse and fine Thirteen Only

aggregate conforming to IS

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 drawing

8 2520.00 Providing & Laying 150 mm thick 897.55 Rupees Eight Cum

hard side shoulders with Quarry Hundred

spalls 70% and with using 30 % Ninety Seven

Stone Dust as filler and binding And Paise Fifty

material including spreading, Five 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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

9 200.00 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

width 115 and 165 mm Paise Thirty

respectively, 250 mm high in M 20 Seven Only

grade PCC on 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

10 160.00 Cable Duct Across the Road 2453.29 Rupees Two Rmt

(Providing and laying of a Thousand Four

reinforced cement concrete pipe Hundred Fifty

duct, 300 mm dia, across the road Three And

(new construction), extending from Paise Twenty

drain to drain in cuts and toe of Nine Only

slope to 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:

- 1997 and approved

drawings.)ii.Doble Row Utility duct

11 4.00 Providing and fixing ordinary 1293.39 Rupees One Nos

Kilometre stone of pre-cast c.c. Thousand Two

1:2:4 including necessary Hundred

reinforcement as per I.R.C. type Ninety Three

design in c.c. 1:4:8 including letter And Paise

and paints etc. complete. (For N.H., Thirty Nine

S.H.,M.D.R.) Only

12 42.00 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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

13 374.00 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 And Paise

white washing etc. complete.(ii) Eighty Five

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

14 1600.00 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 :- 5077.27 Rupees Five Nos

Providing and fixing sign boards Thousand

made out of 2mm aluminium sheet Seventy Seven

/ 4mm ACP (Aluminum composite And Paise

Panel); size 90 x 90 x 90 cms. Twenty Seven

equilateral triangle as per design of Only

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 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

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

16 4.00 Facility Informatory Sign :- 5906.48 Rupees Five Nos

Providing and fixing sign boards Thousand Nine

made out of 2mm aluminium sheet Hundred Six

/ 4mm ACP (Aluminum composite And Paise

Panel); size 80 x 60 cms Forty Eight

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;

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

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 Paise Seventy

per design of IRC-67-2012. Pre Three 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

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

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

sign boards made out of 2mm Thousand Two

aluminium sheet / 4mm ACP Hundred Sixty

(Aluminum composite Panel); size One And Paise

90 cms Octagone as per design of Seven Only

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; 3.6mtr 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

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

Providing and fixing sign boards Six Thousand

made out of 2mm aluminium sheet Five Hundred

/ 4mm ACP (Aluminum composite Seventy Two

Panel); size 244x122 cms. And Paise Nine

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

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

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

Estimated according to

No. In Figures In Words

but may be 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 Hundred

aluminium sheet / 4mm ACP Eighteen And

(Aluminum composite Panel); size Paise Eleven

180x120 cms. rectangular as per 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; 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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

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

fixing sign boards made out of Thousand

2mm 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 60 Cms.

for each leg.including excavation,

curing etc.complete under the

supervision of engineer in charge. A

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

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

Estimated according to

No. In Figures In Words

but may be 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

23 5.00 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

Estimated according to

No. In Figures In Words

but may be 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 Eight Only

30x25cm 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 of engineer

25 111.00 Chevron sign (Double):-Providing 7021.41 Rupees Seven Nos

and fixing sign boards made out of Thousand

1.5mm aluminium sheet / 3mm Twenty One

ACP (Aluminum composite Panel); And Paise

size 60x50 cm as per design of IRC- Forty One Only

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; 3.3 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

60 Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

26 2905.00 Road marking with hot applied 367.72 Rupees Three Smt

thermoplastic paints with Hundred Sixty

reflectorising glass beads on Seven And

bitumin surface providing and Paise Seventy

laying a hot applied thermoplastic Two Only

compound 2.5 mm thick including

reflectorising glass beads @

250gms per sqm area, thickness of

2.5mm is excluding of surface

applied glass beds as per IRC:35-

2015. The finished surface to be

level, uniform and free from streaks

and holes. zebra patta /bump patta

lane/center line/ edge line/cut

patta. The white color marking

should provide liminance

coefficinet on cemend road shalll

be min 130 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

27 1260.00 Providing and laying of Plastirib - T 681.75 Rupees Six Smt

or equivalent raised profile edge Hundred

line marking ( audible warning ) Eighty One

with hot applied thermoplastic road And Paise

marking compound according to Seventy Five

IRC 35 - 2015, Clause 7.7, with Only

2mm thick base coat layer above

that ribs profile size of lenght

40mm X width 140mm X Height

mm thick ( Total 8 mm thick ) at

the distance of 500 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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

28 1703.00 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

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 +/-

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

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

approved paint including all Eight And

materials for paintings etc. Paise Eighty

30 429.60 Distempering with dry distemper of 63.17 Rupees Sixty Smt

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

31 640.00 Providing and erecting a "Thrie" W - 5234.83 Rupees Five Rmt

metal beam crash barrier Thousand Two

comprising of 3 mm thick Hundred Thirty

corrugated sheet metal beam rail, Four And Paise

85 cm above road/ground level, Eighty Three

fixed on ISMC series channel Only

vertical post, 150 x 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 150 x 75 x 5 mm,

550 mm long complete as per

Morth Specification clause

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

32 32.00 Flexible Median Marker : Providing 271.69 Rupees Two Each

and Fixing of Flexible Median Hundred

Marker that are made of tough, Seventy One

high impact resistant,injection- And Paise Sixty

molded, thermoplastic body with Nine Only

property of 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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

33 150.00 Solar Stud: Supplying of Solar 2088.68 Rupees Two Each

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, Eight Only

360 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 20000 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 1 Hz. There

should be current losses of less

than 20 micro-amperes at 2.4 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

34 32.00 Road Delineators (Supplying and 1010.00 Rupees One Each

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

75 mm dia circular reflectorised

panels at the top, buried or pressed

into the ground and confirming

toIRC-79 and the drawings.)

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

boundary stone oF CC 1:2:4 Thousand

precast or cast in situ with Eight Hundred

reinforcement as per IRC :25/1967 Sixty Five And

drawing of boundary stone with Paise Ninety

formwork on various road Seven Only

SH/MDR/ODR/VR at every

mtr interval including Excavation

,White Washing, Lattering

Demarcation etc. as per instruction

of engineer in charge.( RA)

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

36 4.05 Planting Flowering Plants and 56437.79 Rupees Fifty Km

Shrubs in Central Verge Six Thousand

37 4.05 Maintenance of Flowering Plants 299960.59 Rupees Two Km

and Shrubs in Central Verge for Lakh(s) Ninety

one Year Nine Thousand

Sixty And Paise

Fifty Nine Only

38 2.00 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

intensity retro-reflective sheeting of Ninety Three

encapsulated lense type with And Paise Sixty

vertical and lateral clearance given Two Only

in clause 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 approved plans

39 200.00 Providing Diversion of road 5.5 mt 918.09 Rupees Nine Rmt

Width (having 7.50 mt Formation Hundred

Width) for Structure/junction by Eighteen And

Providing & spreding Earth Work , Paise Nine Only

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 in Charge.

40 23325.00 Excavation for foundation upto 1.5 157.33 Rupees One Cmt

m depth incl. Sorting out & Hundred Fifty

stacking of useful material & Seven And

isposing Lead. (B) Dense of hard soil Paise Thirty

41 4824.00 Providing and filling in foundation 3737.13 Rupees Three Cmt

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

42 82.00 Providing and Casting in situ 4552.99 Rupees Four Cmt

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

43 460.00 Supplying and fixing reinforced 1190.05 Rupees One Rmt

concrete heavy duty non-pressure Thousand One

pipes with collars for culverts Hundred

including setting and joining the Ninety And

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

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

1971 Class NP3 of following

internal diameter. (vi) 450 mm dia.

44 6379.00 Providing and casting in situ 5265.96 Rupees Five Cu.M

controlled cement concrete M250 Thousand Two

mix for RCC work in piers, Hundred Sixty

abutment and RCC return as per Five And Paise

drawing including centering, Ninety Six Only

shuttering, scaffolding where

necessary laying, vibrating, curing

and finishing complete. (A) All

Heigh {SOR P.No 237, IT Code-

27064AA} +Add cement diff 380-

45 885.78 Providing and laying in position FE 73858.69 Rupees MT

500D TMT bar reinforcement Seventy Three

including cutting, bending, hooking Thousand

and tying complete as per detailed Eight Hundred

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

(B) Abutments (C) R.C.C. Returns Paise Sixty

46 4500.00 Providing and laying weep holes in 86.70 Rupees Eighty No

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 4500.00 Providing and laying - Fitter Media 1239.35 Rupees One sq mt

600mm thick directed at the back Thousand Two

of abutments, returns and wing Hundred Thirty

walls as per detailed specifications. Nine And Paise

Thirty Five Only

48 9790.75 Filling available excavated 136.92 Rupees One Cu.M

EARTH (Excluding Rock) in Hundred Thirty

Trenches,Plinth,sides of Six And Paise

foundations etc. in layers not Ninety Two

exceeding 20 cm. in depth Only

consolidating each deposited layer

by ramming and watering.

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

49 23520.00 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

cm apart, including supplying and

spreading of farm yard manure at

rate of0.6 cum per 100 sqm) (NH

GANDHIDHAM IT NO11.5 PNO-47)

50 3670.00 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

51 740.00 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), Twenty Two

having minimum density Only

95kg/cum. non-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

52 96.00 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

53 3806.00 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 Fourteen Only

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.(A) From Borrow

pits within land width.

54 1047.00 Providing and filling rubbles 1094.11 Rupees One Cum

including hand packing and filling Thousand

interstices with quarry spalls Ninety Four

behind abutments and between And Paise

returns as directed Eleven Only

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

55 1218.00 Providing and laying - Fitter Media 1239.35 Rupees One sq mt

600mm thick directed at the back Thousand Two

of abutments, returns and wing Hundred Thirty

walls as per detailed specifications. Nine And Paise

Thirty Five Only

56 351.00 Providing & laying weep hole in 86.70 Rupees Eighty NOS

Aburtments and returns by using Six And Paise

A.C. pipe of 100mm including Seventy Only

laying in proper grede and jointing

the completed as per detailed

57 375.48 Providing fusion bonded Epoxy 8729.43 Rupees Eight MT

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 And Paise

testing of coating at plant and all Forty Three

taxes (A)all dia bar Only

58 100.00 Providing and Fixing Black & 1071.47 Rupees One Rmt

Yellow PVC Heavy duty Speed Thousand

Breaker/Bump of size 250x350x50 Seventy One

mm with both side reflecter having And Paise

wt. of each plate not less than 4 Forty Seven

kg/mtr. and bearing capacity 40 to Only

50 tonne including nails and

addhesive as per direction of

Engineer - in - charge.

Rupees Forty Two Crore Thirty Seven Lakh(s) Ninety Thousand Twenty Eight And Paise Fifty

*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.

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

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

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

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

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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

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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