Resurfacing and Strengthening of various Roads of Bhachau Sub-division 1) Lakhapar-Ambapar-Khokhra (Rapar) Road Section Km. 0/00 to 8/00 Ta:Bhachau Dist:Kutch, 2) Halra Rampar Vijapasar Ramdevpir Ambaliyara Jangi Road (Section Km.24/00 to 32/00) Ta:Bhachau Dist:Kutch, 3) Sukhpar Approach Road (Section Km.00/00 to 03/00 Ta:Bhachau Dist:Kutch, (Package-2)

Name of work :-

Resurfacing and Strengthening of various Roads of Bhachau Sub-division

1)Lakhapar-Ambapar-Khokhra (Rapar) Road Section Km. 0+00 to 8+00

Ta:Bhachau Dist:Kutch, 2) Halra Rampar Vijapasar Ramdevpir Ambaliyara Jangi

Road (Section Km.24/00 to 32/00) Ta:Bhachau Dist:Kutch, 3) Sukhpar Approach

Road (Section Km.00/00 to 03/00 Ta:Bhachau Dist:Kutch, (Package-2)

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 15.68 Clearing and grubbing road land 28455.09 Rupees Twenty Hect.

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 11685.67 Box cutting the road surface to 109.24 Rupees One Cmt.

proper slope and camber for making Hundred Nine

a base for road work including And Paise

removing the excavated stuff and Twenty Four

depositing on the road side slope as Only

directed upto 50Mt.lead.

3 4488.79 Providing and laying 150 mm thick 1449.51 Rupees One Cmt.

Granular Sub Base (Grade - I ) By Thousand Four

providing coarse graded materials in Hundred Forty

uniform layers with motor grader on Nine And Paise

prepared surface, mixing by mix in Fifty One Only

place method with rotavator at OMC,

and compacting with vibratory roller

to achive the desired density,

complete as per MRT&H clause-

4 3113.19 Providing , laying spreading and 1493.87 Rupees One Cmt.

compacting graded BTMC to 250mm Thousand Four

thick wetmix material (WMM) in two Hundred Ninety

layers including premixing the Three And

material with water at OMC in Paise Eighty

mechanical mix (Pug mill) carriage of Seven Only

mix material by tipper to site, laying

in uniform layers with paver in sub

base/ base course on well prepared

surface and compacting with

vibratory roller to achieve desired

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

5 3492.83 Earthwork for embankment 169.28 Rupees One Cmt.

including breaking clods, dressing Hundred Sixty

with all lead and lift (excluding Nine And Paise

watering and consolidation)© From Twenty Eight

Borrow area within 3.0 Km.lead. Only

6 10950.00 Rolling of earthwork in layers with 13.42 Rupees Cmt.

power roller including filling in Thirteen And

depressions which occur during the Paise Forty Two

7 3562.50 Providing 100mm thick compacted 699.47 Rupees Six Cmt.

side shoulder of quarry spall on road Hundred Ninety

site including collection of material Nine And Paise

spreading, rolling of watering etc. Forty Seven

complete as directed. Only

8 9206.25 Providing & applying evenly priming 99.91 Rupees Ninety Smt.

coat with bitumen Emulsion (SS1) on Nine And Paise

prepared surface of granular base Ninety One Only

including cleaning of road surface

and sparying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means.

9 9266.00 Providing and laying 50.00 mm thick 3874.58 Rupees Three MT

compacted bitumenous macadam Thousand Eight

(BM) using crushed stone aggregate Hundred

as per MORT & H gradation and Seventy Four

Emulsion (RS-1) for tack coat @ 2.5 And Paise Fifty

kg/10smt. & VG-30 grade bitumen Eight Only

at the rate of 3.40% by weight of

total mix (i.e. 34kg/mt by wt. of total

mix) for binding including heating

and mixing the asphalt and

aggregates in Drum mix plant and

transporting the mix and spreading

the same by Sensor paver finisher

and consolidation with vibratory road

roller including using all necessary

equipments, tools, plants, including

cost of all materials, firewood, oil,

lubricants, labour charges etc.

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

10 4656.00 Providing and laying 25 mm thick 4887.43 Rupees Four MT

compacted S.D.B.C with B.T. stone Thousand Eight

chips as per MORT & H gradation Hundred Eighty

and asphalt VG - 30 for mixing at Seven And

the rate of 5.00 % by weight of total Paise Forty

mix i.e (50.00 kg/MT by weight of Three Only

total mix) including heating the

asphalt and aggregates by

continuous batch mix plant &

spreading the same by paver finisher

including rolling & consolidation with

10-12 tones vibratory and power

roller & providing all materials,

equipments, tools & plants, fire

wood, oil, kerosene, labour charges

etc. and using contractor's own

machineries Batch mix plant and

paver finisher etc. complete.

11 4684.30 Demolition including stacking of 541.18 Rupees Five Cmt.

serviceable materilas and disposal of Hundred Forty

unserviceable materials with all lead One And Paise

and lift. (i) Lime concrete. Eighteen Only

12 2124.50 Providing and laying cement 3095.25 Rupees Three Cmt.

concrete 1:3:6 (1-Cement : 3- coarse Thousand

sand : 6- hand broken stone Ninety Five And

aggregates 40 mmnominal size) and Paise Twenty

curing complete excluding cost of Five Only

formwork in (A) Foundation and

Plinth (upto 10 ton)

13 3822.00 Providing and casting in situ 5722.20 Rupees Five Cmt.

controlled Trimix cement concrete Thousand

M30 for 250mm thick laid as Seven Hundred

directed with 20mm down coarse Twenty Two

aggregate of the required size And Paise

including reinforcement, formwork, Twenty Only

placing in position, temping

vibrating, curing, finishing and filling

in joints with bitumen etc. complete

as directed by Engineer In charge.

14 129.67 Providing and placing in position FE 73858.69 Rupees Seventy MT.

500D TMT bar reinforcement for Three

following items including cutting Thousand Eight

bending hooking and tying complete Hundred Fifty

as per detailed drawing.For well :- Eight And Paise

curb, staining, cap and RCC Raft. Sixty Nine 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

15 2667.75 EXCAVATION for foundation 157.33 Rupees One Cmt.

upto 1.50 Mt. depth including Hundred Fifty

sorting out and stacking of Seven And

useful materials and disposing of Paise Thirty

the excavated stuff upto 50 Meter Three Only

lead. Dense or Hard soil.

16 315.88 Providing and filling in foundation 3327.03 Rupees Three Cmt.

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

curing complete. Three Only

17 3084.76 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

18 320.00 Supplying and fixing reinforced 3469.26 Rupees Three Rmt.

concrete heavy duty non pressure Thousand Four

pipes with collars for culverts Hundred Sixty

including setting and jointing the Nine And Paise

pipes in cm 1:2 watering and Twenty Six Only

laying (To level of slope ) of I.S

class NP-3 of following internal

diameters. in mm: 900 dia.

19 14.00 Numbering the C.D.work with 58.80 Rupees Fifty Each

approved paint including all Eight And Paise

materials for paintings etc. complete. Eighty Only

20 1134.00 Providing and laying weep hole in 86.70 Rupees Eighty Each

abutment and returning by using Six And Paise

A.C. pipes of 100mm diameter Seventy Only

including laying in proper grade

and jointing etc. complete as per

detailed specifications.

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

21 2488.75 Distempering with dry distemper of 66.33 Rupees Sixty Smt..

approved brand Sqm and Six And Paise

manufacture ( 3 coats0 and of Thirty Three

requirwd shade on wall surface of 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.

22 4.00 Providing Diversion of road 5.50 mt 20200.00 Rupees Twenty No.

Width During Execution Of Work Thousand Two

that accommodate adequate traffic Hundred Only

on road as per Instruction of

Engineerin charge. (For CD Works)

23 300.00 Providing Diversion of road 5.50 mt 6328.38 Rupees Six Rmt.

Width During Execution Of Work Thousand

that accommodate adequate traffic Three Hundred

on road as per Instruction of Twenty Eight

Engineerin charge. (For Causeway) And Paise

24 14.00 Diversion sign board :-Providing & 6798.92 Rupees Six Nos.

Fixing sign boards made out of 2mm Thousand

aluminium sheet, size 180 x 60 cms. Seven Hundred

rectangle as per the attached Ninety Eight

drawing pre treated with And Paise

phospheting process & acid etching. Ninety Two Only

coated with one coat of epoxy priemr

and two coats of best quality epoxy

paint reflectorised with retro

reflective sheeting as per latest

M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-

1968,3.1m long (2nos) stand post

and frame fabricated from iron

angle of 35x35x3mm, 50x50x5mm

painted with best quality epoxy

coatings in blak and white bends.

The fixing at site shall be in 1:2:4 CC

block of size 45 x 45x 60cms for

each leg, including excavation curing

etc. complete under the supervision

of engineer in charge.(A) 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

25 7.92 Sign Board per square Meter :- 7615.38 Rupees Seven Nos.

Providing and fixing sing boards Thousand Six

made out of 2mm aluminium sheet; Hundred

size 1 Meter x 1 Meter as as per the Fifteen And

design given by engineer in charge Paise Thirty

pre treated with phospheting Eight Only

process & acid etching; coated with

one coat of epoxy primer and two

coats of best quality epoxy paint;

reflectorised with retro refiective

sheeting as per latest M.O.S.T.

Specifications; Letters and numerals

should be as per IRC-30-1968, 3.1m

long (2 nos) stand post and frame

may be fabricated either from

suitable size iron angle of 35 x 35x

6mm as required painted with best

quality 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 block of size

45 x 45 x 60cms. for each leg.

including excavation curing etc.

complete under the supervision of

engineer in charge.(A) Engineer

26 540.00 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

27 26.00 Providing and fixing ordinary 704.33 Rupees Seven No.

Kilometer stone of precast C.C. 1:2:4 Hundred Four

including necessary reinforcement And Paise

as per I.R.C. type design in C.C. Thirty Three

1:4:8 including letter and paints etc. Only

complete (For O.D road V.R.)

28 117.00 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

29 130.00 Providing and fixing guard stone as 350.80 Rupees Three No.

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

white washing etc. complete.(ii) And Paise

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

30 4015.00 Road marking with hot applied 367.72 Rupees Three Sqm

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

31 2376.00 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+/- 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

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

32 8.00 Village name/ Bump Ahed sign :- 5045.36 Rupees Five No.

Providing and fixing sign boards Thousand Forty

made out of 2mm aluminium sheet; Five And Paise

size 90 x 60cms.rectangle as as per Thirty Six Only

the design of IRC-67-1977 pre

treated withphospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint; reflectorised

with retro refiective sheeting as per

latest M.O.S.T. Specifications;

Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from

suitable size iron angle of 50 x 50 x

5mm painted with best quality 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 block of size 45 x 45 x

60cms. for each leg. including

excavation curing etc. complete

under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

33 24.00 Chevron sign :-Providing and fixing 3711.75 Rupees Three NOS

sign boards made out of 1.5mm Thousand

aluminium sheet / 3mm ACP Seven Hundred

(Aluminum composite Panel); size Eleven And

60x50cm rectangular as per design Paise Seventy

of IRC-67-2012. Pre treated with Five Only

phospheting process & acid etching;

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint ; reflectorised with High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle

of35x35x3mm; painted with

bestquality epoxy coatings in black

and white bends. the details of

symbol or inscription / 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

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

34 10.00 Direction sign (Junction board):- 14831.71 Rupees No.

Providing and fixing sign boards Fourteen

made out of 2mm aluminium sheet; Thousand Eight

size 244 x 122cms. rectangle as as Hundred Thirty

per the design of IRC-67-1977 pre One And Paise

treated with phospheting process & Seventy One

acid etching; coated with one coat of Only

epoxy primer and two coats of best

quality epoxy paint; reflectorised

with retro refiective sheeting as per

latest M.O.S.T. Specifications;

Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from

suitable size iron angle of 50 x 50 x

5mm 75x75x6mm as required;

painted with best quality 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 block of size 45 x 45 x

60cms. for each leg. including

excavation curing etc. complete

under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

35 3.00 Cautionary Warning Sign :-Providing 3808.66 Rupees Three No.

and fixing sign boards made out of Thousand Eight

2mm aluminium sheet / 4mm ACP Hundred Eight

(Aluminum composite Panel); size 90 And Paise Sixty

x 90 x 90 cms. equilateral triangle as Six Only

per design of IRC-67-2012. Pre

treated with phospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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) Engineer Grade(VR).

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 5.00 Facility Informatory Sign :-Providing 3856.90 Rupees Three No.

and fixing sign boards made out of Thousand Eight

2mm aluminium sheet / 4mm ACP Hundred Fifty

(Aluminum composite Panel); size 80 Six And Paise

x 60 cms. rectangular as per design Ninety 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 High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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) Engineer Grade(VR)

37 3.00 Regulatory / Mandatory Sign :- 3439.81 Rupees Three No.

Providing and fixing sign boards Thousand Four

made out of 2mm aluminium sheet Hundred Thirty

/ 4mm ACP (Aluminum composite Nine And Paise

Panel); size 60 cms. Dia Circle as per Eighty One 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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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) Engineer Grade(VR).

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

38 3.00 STOP Sign :-Providing and fixing sign 4676.06 Rupees Four No.

boards made out of 2mm aluminium Thousand Six

sheet / 4mm ACP (Aluminum Hundred

composite Panel); size 90 cms. Seventy Six

Octagonal as per design of IRC-67- And Paise Six

2012. Pre treated with phospheting Only

process & acid etching; coated with

one coat of epoxy primer and two

coats of best quality epoxy paint ;

reflectorised with High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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) Engineer Grade(VR)

39 6.00 Distance Informatory / Destination 10926.57 Rupees Ten No.

Sign :-Providing and fixing sign Thousand Nine

boards made out of 2mm aluminium Hundred

sheet / 4mm ACP (Aluminum Twenty Six And

composite Panel); size 180x120 cms. Paise Fifty

rectangular 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 High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 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 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

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

40 10.00 Place Identification Sign :-Providing 9390.66 Rupees Nine No.

and fixing sign boards made out of Thousand

2mm aluminium sheet / 4mm ACP Three Hundred

(Aluminum composite Panel); size Ninety And

150x90 cms. rectangular as per Paise Sixty 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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 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 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

41 10.00 Hazard Marker Sign :-Providing and 2423.74 Rupees Two No.

fixing sing boards made out of 2mm Thousand Four

aluminium sheet; size 90 x 30cms. Hundred

rectangle as as per the Twenty Three

design/drawing attached (IRC) And Paise

pretreated with phospheting process Seventy Four

& acid etching; coated with one coat Only

of epoxy primer and two coats of

best quality epoxy paint;

reflectorised with retro refiective

sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post

and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm &

50 x 50 x 5mm painted with best

quality epoxy coatings The fixing at

site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg.

including excavation curing etc.

complete under the supervision of

engineer in charge.(A) 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

42 18.00 Providing and fixing ordinary 1293.39 Rupees One No.

Kilometer stone of precast C.C. 1:2:4 Thousand Two

including necessary reinforcement Hundred Ninety

as per I.R.C. type design in C.C. Three And

1:4:8 including letter and paints etc. Paise Thirty

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

43 4.00 Village name Sign :-Providing and 6397.43 Rupees Six No.

fixing sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP Three Hundred

(Aluminum composite Panel); size Ninety Seven

90x60 cms. rectangular as per And Paise Forty

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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

the details of symbol 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

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

44 4.00 Direction (Junction) Sign :-Providing 21287.51 Rupees Twenty No.

and fixing sign boards made out of One Thousand

2mm aluminium sheet / 4mm ACP Two Hundred

(Aluminum composite Panel); size Eighty Seven

244x122 cms. rectangular as per And Paise Fifty

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

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 50x50x5mm; painted with

bestquality epoxy coatings in black

and white bends. The 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 blockof size 45 x 45 x

Cms. for each leg including

excavation, curing etc.complete

under the supervision of engineer in

45 2.00 Cautionary Warning Sign :-Providing 3906.19 Rupees Three No.

and fixing sign boards made out of Thousand Nine

2mm aluminium sheet / 4mm ACP Hundred Six

(Aluminum composite Panel); size 90 And Paise

x 90 x 90 cms. equilateral triangle as Nineteen Only

per design of IRC-67-2012. Pre

treated with phospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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. .(B) Class-B Type-4 Retro

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

46 4.00 Facility Informatory Sign :-Providing 3990.64 Rupees Three No.

and fixing sign boards made out of Thousand Nine

2mm aluminium sheet / 4mm ACP Hundred Ninety

(Aluminum composite Panel); size 80 And Paise Sixty

x 60 cms. rectangular as per design Four 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 High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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. .(B) Class-B Type-4 Retro

47 2.00 Regulatory / Mandatory Sign :- 3540.12 Rupees Three No.

Providing and fixing sign boards Thousand Five

made out of 2mm aluminium sheet Hundred Forty

/ 4mm ACP (Aluminum composite And Paise

Panel); size 60 cms. Dia Circle as per Twelve 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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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.. (B) Class-B Type-4 Retro

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 2.00 STOP Sign :-Providing and fixing sign 6704.36 Rupees Six No.

boards made out of 2mm aluminium Thousand

sheet / 4mm ACP (Aluminum Seven Hundred

composite Panel); size 90 cms. Four And Paise

Octagonal as per design of IRC-67- Thirty Six 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 High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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. . (B) Class-B Type-4 Retro

49 4.00 Distance Informatory / Destination 18254.19 Rupees No.

Sign :-Providing and fixing sign Eighteen

boards made out of 2mm aluminium Thousand Two

sheet / 4mm ACP (Aluminum Hundred Fifty

composite Panel); size 180x120 cms. Four And Paise

rectangular as per design of IRC-67- Nineteen 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 High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 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 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

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

50 4.00 Place Identification Sign :-Providing 12341.52 Rupees Twelve No.

and fixing sign boards made out of Thousand

2mm aluminium sheet / 4mm ACP Three Hundred

(Aluminum composite Panel); size Forty One And

150x90 cms. rectangular as per Paise Fifty Two

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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 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 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

51 26.00 Hazard Marker Sign :-Providing and 3518.69 Rupees Three No.

fixing sign boards made out of 2.0 Thousand Five

mm aluminium sheet / 4 mm ACP Hundred

(Aluminum composite Panel); size Eighteen And

90x30 cms. rectangular as per Paise Sixty 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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for 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. (B) Class-B Type-4 Retro

Rupees Thirteen Crore Sixty Two Lakh(s) Five Thousand One Hundred Seventy Six 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__$

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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

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-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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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