Widening and Strengthening of Mundra to Mundra Old Port Road at Ch.0/000 to 9/300 (Section Ch.2/500 to 9/300Km), Dist. Kutch

Name of work :-

Widening and Strengthening of Mundra to Mundra Old Port Road at Ch.0/000

to 9/300 (Section Ch.2/500 to 9/300Km), 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 6.07 Clearing and grubbing road land 28393.04 Rupees Twenty Hecter

including uprooting rank Eight Thousand

vegetation, grass, bushes, shrubs, Three Hundred

saplings and trees girth up to 300 Ninety Three

mm, removal of stumps of trees cut And Paise Four

earlier and disposal of Only

unserviceable material. (C) By

mechenical means in area of light

2 14985.00 Earthwork for embankment 169.44 Rupees One Cum

including breaking clods, dressing Hundred Sixty

with all lead and lift and including Nine And Paise

watering rolling and consolidation Forty Four 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. (Including all lead and lift) (Soil

having CBR >=10%)

3 3755.50 Dismantling of Flexible Pavements : 420.52 Rupees Four Cum

Dismantling of flexible pavements Hundred

and disposal of dismantled Twenty And

materials up to a lead of 1000 Paise Fifty Two

metres, stacking serviceable and Only

unserviceable materials separately.

(ii) By Mechanical means (a)

Bituminous Courses.

4 65768.36 Box cutting the road surface to 104.04 Rupees One Cum

proper slope and camber for making Hundred Four

a base for road work including And Paise Four

removing the excavated stuff and Only

depositing on the road side slope as

directed upto 50Mt.lead.

5 34614.93 Construction of 500 mm thick 596.54 Rupees Five Cum

compacted of SUBGRADE (with Hundred Ninety

unscreened gravel and coarse Sand) Six And Paise

including watering up to OMC, Fifty Four Only

rolling, and consolidation with

vibratory roller, levelling with motor

grader etc as directed.( CBR not less

than 20%) (RA-1)

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

6 13159.37 Construction of granular Sub base 1118.94 Rupees One Cum

by providing GSB Grade-V coarse Thousand One

graded material BTMC using Hundred

aggregate 26.5 mm to 9.5 mm @ Eighteen And

64%, 9.5 mm to 4.75 mm @ 11% Paise Ninety

and stone dusts 4.75 mm and Four Only

below @ 25% incl. spreading in

uniform layers with motor grader on

prepared surface mixing by mix in

place method with rotavator at

OMC and compacting with vibratory

roller to achieve the desired density

complete as per Clause 401.2 Table

7 8760.10 Providing and laying spreading and 1020.65 Rupees One Cum

compacting graded stone aggregate Thousand

to wet mix macadam 250 mm thick Twenty And

as per MORT&H specification Paise Sixty Five

including pre mixing the material Only

with water at OMC in mechanical

mix plant, carriage of mixed

material by tippers to site, laying in

uniform layers with paver in sub

base/ base course on well prepared

surface and compacting with

vibratory roller to achieve the desire

density. (RA-4)

8 36200.35 Providing & laying priming coat 60.84 Rupees Sixty Sqm

with emulsion SS-1 grade and And Paise

spraying emulsion with spray set Eighty Four

fitted on mechanical bouzer using Only

emulsion at the rate of 7.5 Kg./10

Sqm. On WMM surface incl.

cleaning the surface 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

but may be In Figures In Words estimated Quantities

9 3529.38 Providing and laying 50 mm Thick 2465.08 Rupees Two MT

Bitumious Mecadam B.T. Aggregate Thousand Four

as per MORT & H specification and Hundred Sixty

VG-40 for tack coat @ 2.50 Kg./10 Five And Paise

smt. with Mechanical sprayer & Eight Only

Bitumen Grade VG-40 for mixing @

34 Kg./Mt. i.e. 3.40 % by weight of

total mix including heating and

mixing the aggregate & asphalt in

continuous batch mix plant and

spreading the same by sensor paver

finisher & consolidation with

vibratory roller including providing

all materials equipments, tools &

plant, fire wood, oil, kerosene,

labour charges etc. complete using

contractor’s own machinery drum

mix plant & paver finisher etc.

complete (RA-7)

10 3689.81 Providing and laying 50 mm D.B.M. 2923.83 Rupees Two MT

with B.T. Aggregate as per MORT&H Thousand Nine

specification with VG-30 for tack Hundred

coat @ 2.5 Kg./10 smt. With Twenty Three

Mechanical Sprayer & Bitumen VG- And Paise

30 Grade for mixing @ 45.00 Eighty Three

Kg./MT. ie. 4.5 % by total weight of Only

mix heating and mixing the

aggregate & asphalt in continuous

batch mix plant and transporting to

site and spreading the same by

sensor paver finisher &

consolidation with vibratory roller

including providing all materials

equipments, tools & plant, fire

wood, oil, kerosene, labour charges

etc. complete using contractor's

own machinery batch mix plant &

sensor paver finisher 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

but may be In Figures In Words estimated Quantities

11 2347.51 Providing and laying 30 mm thick 3226.27 Rupees Three MT

Bituminous concrete on existing Thousand Two

bituminous surface and using Hundred

specification graded machine Twenty Six And

crushed with 5.50 % bitumen VG- Paise Twenty

30 grade by Wt. of total mix as per Seven Only

specification MORTH including

mixing of asphalt with B.T. chips in

continuous batch mix plant

transporting same as by paver

finisher and consolidation the same

with pair of 8 tonnes to 10 tonnes

vibratory roller to achieve desire

density and including VG-30 grade

bitumen, cost of emulsion, cost of

required tools , plants, all

machineries, equipment fire wood

oil, kerosene, charges etc.complete.

12 3033.00 Providing 150 mm thick compacted 574.08 Rupees Five Cum

side shoulder of Quarry Spall on Hundred

road site including collection of Seventy Four

material spreading, rolling of And Paise Eight

watering etc. complete as Only

directed.(RA-6)

13 315.00 Supplying and fixing reinforced 1952.00 Rupees One Rmt

concrete heavy duty nonpressure Thousand Nine

pipes with collars for culverts Hundred Fifty

carrying heavy traffic as per IS 458- Two Only

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.(i) 600mm dia.

14 3537.28 Excavation for foundation in sand, 486.77 Rupees Four Cum

gravel, clay soft soils and murrum Hundred Eighty

etc. including shoring, strutting Six And Paise

dewatering as necessary and Seventy Seven

disposing of the excavated stuff as Only

directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

15 2131.44 Providing and casting in situ 3636.74 Rupees Three Cum

Ordinary cement concrete M-150 Thousand Six

for R.C.C. Raft and cut-off walls Hundred Thirty

including necessary shuttering Six And Paise

laying, vibrating, ramming and Seventy Four

curing complete. 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

but may be In Figures In Words estimated Quantities

16 2016.85 Providing and casting in situ 5358.00 Rupees Five Cum

controlled cement concrete M- 350 Thousand

for R.C.C. return as per drawings Three Hundred

including centering shuttering, Fifty Eight Only

scaffolding where necessary, laying

vibrating, curing and finishing

complete.(A) Height from 0.0 to

M. (1) Piers (2) Abutment (3) RCC

17 184.28 Providing and casting in situ 5388.23 Rupees Five Cum

controlled cement concrete M-300 Thousand

for average 75 mm thick wearing Three Hundred

coat laid as directed dincluding Eighty Eight

tamping, vibrating, finishing, And Paise

curing and fillingin joints with Twenty Three

bitumen complete Only

18 32.01 Providing and laying in position FE 73217.53 Rupees Seventy MT

500D TMT bar reinforcement Three

including cutting, bending, hooking Thousand Two

and tying complete as per detailed Hundred

drawings for the following For RCC Seventeen And

Raft, Pier, Top Slab, Cuttoff walls Paise Fifty

etc. comp. All R.C.C. Work. Three Only

19 1.98 Providing fusion bonded Epoxy 10162.62 Rupees Ten MT

coating not less than 175 micron Thousand One

thickness and up to 300 micron to Hundred Sixty

reinforcement bars as per IS-13620- Two And Paise

1993/ASTM-775 M including Sixty Two Only

testing of coating at plant and all

taxes (A) 10mm to 16mm dia bar

20 667.09 Providing Rubble pitching of 300 853.45 Rupees Eight Sqm

mm. average thickness including Hundred Fifty

pointing mortar with C.M.1 : 3 (1 Three And

cement : 3 sand) etc. complete Paise Forty Five

21 28.00 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

22 891.00 Providing and laying weep hole in 82.57 Rupees Eighty Nos

abutmemt and returning by using Two And Paise

A.C. pipes / PVC Pipe of 100 mm. Fifty Seven Only

Diameter including laying in priper

grade and joining etc. comp as per

detailed specifications.

23 233.62 Providing & laying rubble for apron 1041.05 Rupees One Cum

(each) stone weight not less than 40 Thousand

Kg including packing & filling in the Forty One And

instrestices with qyarry spalls Paise 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

but may be In Figures In Words estimated Quantities

24 555.00 Supplying and fixing reinforced 6595.90 Rupees Six Rmt

concrete heavy duty non-pressure Thousand Five

pipes with collars for culverts Hundred Ninety

including setting and joining the Five And Paise

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

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

1971 Class NP4 casted by vertically

vibrated technology of following

internal diameter 1200mm dia.

25 340.00 Providing and fixing indicator stone 343.27 Rupees Three No.

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

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

washing etc. complete.(ii) Fixing in Paise Twenty

C.C. 1:5:10 Seven Only

26 37.00 Providing and fixing guard stone as 349.11 Rupees Three No.

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

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

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

27 55.00 Providing and fixing Hectometer as 356.50 Rupees Three No.

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

painting, lettering etc. complete.(ii) Six And Paise

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

28 13.00 Providing and fixing ordinary 1290.57 Rupees One No.

kilometer stone of pre-cast C.C. Thousand Two

1:2:4 including necessary Hundred Ninety

reinforcement as per I.R.C. type And Paise Fifty

design including fixing in C.C. Seven Only

1:4:8 including painting, lettering

etc. complete ( For N.H., S.H. and

29 1.00 Providing and fixing 5th Kilometer 1935.15 Rupees One No.

stone of precast C.C. 1:2:4 Thousand Nine

including necessary reinforcement Hundred Thirty

as per I.R.C. type design in C.C. Five And Paise

1:4:8 including painting,lettering Fifteen Only

etc.complete (For N.H., S.H. 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

but may be In Figures In Words estimated Quantities

30 2745.00 Road marking with hot applied 367.72 Rupees Three Sqm

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

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 two years.

31 2304.00 Cat Eye / Road Stud / RPM: 326.23 Rupees Three No.

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+/-

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

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

32 44.00 Cautionary Warning Sign :- 5077.27 Rupees Five No.

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

ASTMD-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 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

x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision

33 28.00 Regulatory / Mandatory Sign :- 4618.73 Rupees Four No.

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 35x 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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

34 6.00 STOP Sign :-Providing and fixing 7213.42 Rupees Seven No.

sign boards made out of 2mm Thousand Two

aluminium sheet / 4mm ACP Hundred

(Aluminum composite Panel); size Thirteen And

90 cms Octagone as per design of Paise Forty Two

IRC-67-2012. Pre treated with Only

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 75x 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

x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty

35 6.00 Direction (Junction) Sign :-Providing 26572.09 Rupees Twenty No.

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 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 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

No. Estimated according to

but may be In Figures In Words estimated Quantities

36 6.00 Distance Informatory / Destination 20918.11 Rupees Twenty No.

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 60 Cms.

for each leg.including excavation,

curing etc.complete under the

37 6.00 Place Identification Sign :-Providing 14085.46 Rupees No.

and fixing sign boards made out of Fourteen

2mm aluminium sheet / 4mm ACP Thousand

(Aluminum composite Panel); size Eighty Five And

150x90 cms. rectangular as per Paise Forty Six

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 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 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

No. Estimated according to

but may be In Figures In Words estimated Quantities

38 6.00 Village Name Sign :-Providing and 6313.51 Rupees Six No.

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 60 Cms.

for each leg.including excavation,

curing etc.complete under the

39 25.00 Chevron sign :-Providing and fixing 4681.35 Rupees Four No.

sign boards made out of 1.5mm Thousand Six

aluminium sheet / 3mm ACP Hundred Eighty

(Aluminum composite Panel); size One And Paise

60x50 cm as per design of IRC-67- Thirty Five 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;

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 ofengineer 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

but may be In Figures In Words estimated Quantities

40 48.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three No.

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 foreach board

shall be as per theinstruction of

engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size

x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty

41 80.00 Type - B, "THRIE" : Metal Beam 4071.31 Rupees Four Rmt

Crash Barrier (Providing and Thousand

erecting a"Thrie" metal beam crash Seventy One

barrier comprising of 3 mm thick And Paise

corrugated sheet metal beam rail, Thirty One Only

85 cm above road/ground level,

fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 2 m

high with 1.15 m below ground

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 space of

channel section 150 x 75 x 5 mm,

546 mm long complete as per

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

42 900.28 Providing Yellow and Black Patta 88.62 Rupees Eighty Smt

(three coat) including distempeing Eight And Paise

(Three coats) with oil bound Sixty Two Only

distemper of approved brandand

manufacture and of required shade

on wall surfaces to give an even

shade , over and including a

priming coat with distemper primer

of approved brand and manufacture

after thoroughly brushing the

surface free from mortar dropping

and other foreign matter and also

including preparing the surface

even and sand papered smooth as

per instruction of Engineer Incharge.

43 4830.00 Excavation for foundation upto 1.5 241.79 Rupees Two Cum

m depth including sorting out and Hundred Forty

stacking of useful materials and One And Paise

disposing off the excavated stuff Seventy Nine

upto 50 Meter lead.(B) Dense or Only

44 905.35 Providing and filling in foundation 3227.94 Rupees Three Cum

with cement concrete M 100 mix Thousand Two

and providing necessary vertical pin Hundred

headers including Twenty Seven

formwork,vibrating,ramming and And Paise

curing complete. (more than Ninety Four

45 438.00 Supplying and fixing reinforced 3314.79 Rupees Three Rmt

concrete heavy duty non-pressure Thousand

pipes with collars for culverts Three Hundred

including setting and joining the Fourteen And

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

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

1971 Class NP3 casted by vertically

vibrated technology of following

internal diameter. (iv) 900 mm dia.

46 429.00 Construction of granular Sub base 1038.85 Rupees One Cmt

(GSB grade-III) by providing coarse Thousand

graded material gravel using size Thirty Eight

26.5 mm to 4.75@ 75%, 2.36 mm And Paise

and below @ 25% spreading in Eighty Five Only

uniform layers with motor grader on

prepared surface mixing by mix in

place method with rotavator at

OMC and compacting with vibratory

roller to achieve the desired density

complete as per Clause 401.2 Table

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

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

No. Estimated according to

but may be In Figures In Words estimated Quantities

47 2100.00 Providing & applying evenly Tack 12.37 Rupees Twelve Sqm

coat with Emulsion RS-1 on And Paise

prepared surface of granular base Thirty Seven

including cleaning of road Only

surface and sparying primer at

the rate of 2.50 Kg. / 10 Smt

using using mechanical means.(RA-

48 96.60 Providing & laying 20mm thick 3055.72 Rupees Three MT

premix seal surfacing using Thousand Fifty

specified graded machine crushed Five And Paise

aggregates with VG-30 grade Seventy Two

bitumen at the rate of 5.09 % i.e. Only

50.90 Kg/ M.T. by weight mix

including heating & mixing in drum

mix plant transporting the mix

spreading the same by paver

finisher and consolidation by

vibratory roller as per MORT&H

specification including cost of all

materials fuel, labours, tools and

plant etc. comp. and flushind

Stone Dust @ rate of 0.30 cmt /

100 smt. (RA-9)

49 4.00 Men at work (Heavy) sign :- 12211.91 Rupees Twelve No.

Providing and fixing sign boards Thousand Two

made out of 2mm aluminium sheet Hundred

/ 4mm ACP (Aluminium composite Eleven And

Panel); size 120x90 cms. as per Paise Ninety

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

with phospheting process & acid

eatching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint; reflectorised

with High Intensity Prismatic Grade

reto refiectivesheeting of Type - 4 as

per ASTM D- 4956 and latest

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

stand post (2 nos.) of iron Angle

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 best quality epoxy coatings in

black and white bends. The details

of symbol 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 size 45 x 45 x

Cms. for each leg including

exavation, 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

but may be In Figures In Words estimated Quantities

50 8.00 Diversion Ahead Sign :-Providing 10671.66 Rupees Ten No.

and fixing sign boards made out of Thousand Six

2mm aluminium sheet / 4mm ACP Hundred

(Aluminium composite Panel); size Seventy One

180x60 cms. rectangular as per And Paise Sixty

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

with phospheting process & acid

eatching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint; reflectorised

with High Intensity Prismatic Grade

reto refiectivesheeting of Type - 4 as

per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.1mtr long

stand post (2 nos.) of iron Angle

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 best quality epoxy coatings in

black and white bends. The details

of symbol 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 size 45 x 45 x

Cms. for each leg including

exavation, curing etc. complete

under the supervision of engineer in

51 4.00 Installation of a steel portable 2927.99 Rupees Two No.

barricade with horizontal rail 300 Thousand Nine

mm wide, 2.5 m in length fitted on Hundred

a 'A' frame made with 45 x 45 x 5 Twenty Seven

mm angle iron section, 1.5 m in And Paise

height, horizontal rail painted (2 Ninety Nine

coats) with yellow and white stripes, Only

150 mm in width at an angle of

450, 'A' frame painted with 2 coats

of yellow paint, complete as per

IRC:SP:55-2014 ( As per NH SOR It

Rupees Twelve Crore Fifty One Lakh(s) Thirty Nine Thousand Three Hundred Ninety Seven And

Paise Sixty 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

but may be 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-6 Credit of dismantled materials of amount of Rs.24,07,170.16 shall be recovered from Contractor's bills

as per schedule of dismantled material on Prorata basis.

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

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

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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

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SZJFDF\ VFJX4 H[ GMG ZLO\0[A, ZC[X[P

Signature of Contractor Executive Engineer

R&B Division, Bhuj