Resurfacing and Strengthening of various Roads of Bhachau Sub-division 1) Vamka Lakhavat Karmariya Road (Section Km.00/00 to 10/00 & 12/00 to 19/25 Ta:Bhachau Dist:Kutch, 2) Kuda Bharudiya Ekal Bambhanka Janan Road - CC Road Work in Gamtad (Section Km. 39/00 to 40/00) Ta:Bhachau Dist:Kutch, (Package-1)

Name of work :-

Resurfacing and Strengthening of various Roads of Bhachau Sub-division 1)

Vamka Lakhavat Karmariya Road (Section Km.00/00 to 10/00 & 12/00 to 19/25

Ta:Bhachau Dist:Kutch, 2) Kuda Bharudiya Ekal Bambhanka Janan Road - CC

Road Work in Gamtad (Section Km. 39/00 to 40/00) Ta:Bhachau 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 according to

In Figures In Words estimated Quantities

1 14.63 Clearing and grubbing road land 28447.31 Rupees Twenty Hect.

including uprooting rank vegetation Eight Thousand

grass bushes,shrubs,sapling and Four Hundred

trees girth up to 300 mm removal of Forty Seven

stumps of trees cut earlier and And Paise

disposal of unserviceable materials Thirty One Only

(C) By mechanical means in area of

2 15116.31 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 5993.31 Providing and laying 150mm thick 1684.25 Rupees One Cmt.

Granular Sub Base (Grade - I ) By Thousand Six

providing coarse graded materials in Hundred Eighty

uniform layers with motor grader on Four And Paise

prepared surface, mixing by mix in Twenty Five

place method with rotavator at OMC, Only

and compacting with vibratory roller

to achive the desired density,

complete as per MRT&H clause-

4 4094.61 Providing , laying spreading and 1858.00 Rupees One Cmt.

compacting graded BTMC to 250mm Thousand Eight

thick wetmix material (WMM) in two Hundred Fifty

layers including premixing the Eight Only

material with water at OMC in

mechanical mix (Pug mill) carriage of

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 7762.50 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

6 3358.13 Providing 100mm thick compacted 861.48 Rupees Eight Cmt.

side shoulder of quarry spall on road Hundred Sixty

site including collection of material One And Paise

spreading, rolling of watering etc. Forty Eight Only

complete as directed.

7 15375.00 Providing & applying evenly priming 99.89 Rupees Ninety Smt.

coat with bitumen Emulsion (SS1) on Nine And Paise

prepared surface of granular base Eighty Nine Only

including cleaning of road surface

and sparying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means.

8 4503.00 Providing and laying bituminous 3112.44 Rupees Three MT

grout base course 37.50 mm Thousand One

compacted thi. using B.T. stone Hundred

aggregates as per required gradation Twelve And

with the asphalt V.G.-30 grade for Paise Forty

tack coat 4.00Kg/10 Smt on Four Only

W.B.M.Surfcae and 2.5 Kg/10 Smt

on B.T.surface and asphalt V.G.-30

grade for mixing @ 1.99 % i.e.

kg./ MT by weight of mix incl.

heating and mixing in drum mix

plant transporting the mix

spreading the same by pavers

finisher and consolidation as per

MORTH specification incl. cost of all

materials fuels, labors, tools and

plant etc. using contractors own

drum mix plant etc. comp. etc. comp.

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

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

No. Estimated according to

In Figures In Words estimated Quantities

9 9737.00 Providing and laying 50.00 mm thick 3979.42 Rupees Three MT

compacted bitumenous macadam Thousand Nine

(BM) using crushed stone aggregate Hundred

as per MORT & H gradation and Seventy Nine

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

kg/10smt. & VG-30 grade bitumen Two 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.

10 1848.00 Providing and laying 25 mm thick 4973.34 Rupees Four MT

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

chips as per MORT & H gradation Hundred

and asphalt VG - 30 for mixing at Seventy Three

the rate of 5.00 % by weight of total And Paise

mix i.e (50.00 kg/MT by weight of Thirty Four 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 3029.50 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 1571.50 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)

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

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

No. Estimated according to

In Figures In Words estimated Quantities

13 2812.00 Providing and casting in situ 5847.82 Rupees Five Cmt.

controlled Trimix cement concrete Thousand Eight

M30 for 250mm thick laid as Hundred Forty

directed with 20mm down coarse Seven And

aggregate of the required size Paise Eighty

including reinforcement, formwork, Two Only

placing in position, temping

vibrating, curing, finishing and filling

in joints with bitumen etc. complete

as directed by Engineer In charge.

14 100.31 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

15 1398.00 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.

16 168.50 Providing and filling in foundation 3327.08 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 Eight

curing complete. Only

17 2024.00 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

No. Estimated according to

In Figures In Words estimated Quantities

18 90.00 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 4.00 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

20 634.00 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.

21 1316.00 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 1.00 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.

23 100.00 Providing Diversion of road 5.50 mt 6691.59 Rupees Six Rmt.

Width During Execution Of Work Thousand Six

that accommodate adequate traffic Hundred Ninety

on road as per Instruction of One And Paise

Engineerin charge. Fifty 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

24 4.00 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

25 3.96 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

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

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

No. Estimated according to

In Figures In Words estimated Quantities

26 510.00 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 34.00 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

28 153.00 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

29 170.00 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

30 5556.00 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

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

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

No. Estimated according to

In Figures In Words estimated Quantities

31 2244.00 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

32 9.00 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

33 3.00 Supplying and fixing road sign board 1878.98 Rupees One No.

of M.S. plates and angle iron Thousand Eight

including painting, lettering etc. Hundred

complete including fixing in C.C. Seventy Eight

1:4:8 with necessary excavation etc. And Paise

complete as per I.R.C. type design.(i) Ninety Eight

Non-Reflective type Only

34 32.00 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

35 8.00 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

36 8.00 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

37 12.00 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

38 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

39 4.00 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

40 8.00 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

41 6.00 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

42 22.00 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 Twenty Nine Thousand Seven Hundred Forty Two And Paise Fifty Two 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

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

*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

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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Signature of Contractor Executive Engineer

R&B Division, Bhuj