Anjar Package (1) Improvement of Existing Road Ch 49/990 To 53/570 of Kukma Village of Nh-341 Ta:Anjar, Dist:Kachchh (2) Improvement of Existing Road Ch.29/120 To 31/620 of Sapeda Village of Nh-341 Dist.Kachchh

Name of work :-

Anjar Package (1) Improvement of Existing Road Ch 49/990 To 53/570 of

Kukma Village of Nh-341 Ta:Anjar, Dist:Kachchh (2) Improvement of Existing

Road Ch.29/120 To 31/620 of Sapeda Village of Nh-341 Dist.Kachchh

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 2.01 Clearing and grubbing road land 28455.37 Rupees Twenty HCT

including uprooting rank vegetation Eight

grass bushes,shrubs,sapling and Thousand Four

trees girth up to 300 mm removal Hundred Fifty

of stumps of trees cut earlier and Five And Paise

disposal of unserviceable materials Thirty Seven

(C) By mechanical means in area of Only

light jungle ( SOR 2024-25 No

2 3500.00 Scarifying existing bituminous 6.16 Rupees Six SMT

surface to a depth of 50 mm by And Paise

mechnical means Hydraulic Sixteen Only

excavator (scarifying the existing

bituminous road surface to a depth

of 50mm and disposal of scarified

material with in all lifts and lead

upto 1000metres. ( NH SOR

3 1575.00 Box cutting the road surface to 109.24 Rupees One CMT

proper slope and camber for Hundred Nine

making a base of road work And Paise

including removing the excavated Twenty Four

stuff and depositing on the road Only

side slope as directed upto50 mts,

4 700.00 Construction of Grannular sub 1201.50 Rupees One CMT

base of 200 mm thick in by Thousand Two

providing GSB Gr - I coarse graded Hundred One

material using B.T Metal 26.5mm And Paise Fifty

to 53 mm @ 35 % ,26.5mm to Only

4.75mm 45% & Below 2.36mm

% in uniform layer with motor

grader on prepared surface mxing

by mix in place method with

vibratory roller to achive the

desired density complete as per

close 401. (As per RA)

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

5 875.00 Providing and laying, spreading and 1128.15 Rupees One CMT

compacting 125mm thick graded Thousand One

stone aggregate in two layers to Hundred

Wet Mix Macadam specification Twenty Eight

including premixing the material And Paise

with water at OMC in mechanical Fifteen Only

mix plant carraige of mixed

material by tipper tp site, laying in

uniform layers with mechanical

means in sub-base /base course on

well prepared surface and

compacting with vibratory roller to

achieve the desired density. (As

6 536.00 Providing 80mm thick compacted 543.76 Rupees Five CMT

side shoulder of quarry spall on Hundred Forty

road site including collection of Three And

material spreading, rolling of Paise Seventy

watering etc. complete as directed. Six Only

7 3500.00 Providing & applying evenly 63.62 Rupees Sixty SMT

priming coat with bitumen Three And

Emulsion (SS1) on prepared Paise Sixty Two

surface of granular base including Only

cleaning of road surface and

sparying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means. (As per RA)

8 4960.00 Providing and laying 50.00 mm 4985.56 Rupees Four MT

thick Dense bitumenous macadam Thousand Nine

(DBM) using crushed stone Hundred

aggregate as per MORT & H Eighty Five

gradation and Emulsion (RS-1) for And Paise Fifty

tack coat @ 2.5 kg/10smt. & VG-40 Six Only

grade bitumen at the rate of 4.50%

by weight of total mix (i.e. 45kg/mt

by wt. of total mix) for binding

including heating and mixing the

asphalt and aggregates in Batch

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. complete.

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

9 2823.00 Providing and laying 30 mm thick 5756.99 Rupees Five MT

compacted .B.C with B.T. stone Thousand

chips as per MORT & H gradation Seven Hundred

and asphalt VG - 40 for mixing at Fifty Six And

the rate of 5.50 % by weight of total Paise Ninety

mix i.e (55.00 kg/MT by weight of Nine 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. (As

10 2010.00 Earthwork for embankment 177.91 Rupees One CMT

including breaking clods, dressing Hundred

with all lead and lift and including Seventy Seven

watering rolling and consolidation And Paise

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

required dry density including Only

filling the depression which occur

during the process using power

roller 8T to 10T.(E) From Borrow

area within 3.0KM. lead 26004EA p

11 168.00 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 Three And

white washing etc. complete.(ii) Paise Twenty

Fixing in C.C. 1:5:10( As Per S.O.R Seven Only

12 5.00 Providing and fixing ordinary 1293.39 Rupees One No.

Kilometer stone of precast C.C. Thousand Two

1:2:4 including necessary Hundred

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

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

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

S.H. and M.D.R.) As Per S.O.R Only

I.Code : 26048, Sr No. : 89 Pg no.

13 13.00 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 As Per S.O.R. Fifty Only

I.Code. 26044 B Sr No. : 83 Pg no.

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

14 72.00 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 ( SOR I .C. Eighty Only

15 1458.00 Road marking with hot applied 367.72 Rupees Three SMT

thermoplastic paints with Hundred Sixty

reflectorising glass beads on Seven And

bitumin surface providing and Paise Seventy

laying a hot applied thermoplastic Two Only

compound 2.5 mm thick including

reflectorising glass beads @

250gms per sqm area, thickness of

2.5mm is excluding of surface

applied glass beds as per IRC:35-

2015. The finished surface to be

level, uniform and free from streaks

and holes. zebra patta /bump patta

lane /center line/ edge line/cut

patta. The white color marking

should provide ,liminance

coefficinet on cemend road shalll

be min 130 mcd/m2/lux and

Asphalt road shall be min 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. 26161 Page 220)

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

16 945.00 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

Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree.

The strength of detachment of the

integrated cylindrical shanks, (of

diameter not less than 19 +/-

mm and height not less than 30+/-

2 mm) from the body, is to be a

minimum value of 500 Kgf. Fixing

will be by drilling holes on the road

for the shanks to go inside, without

nails and using epoxy resin based

17 2.00 Village Name Sign :-Providing and 6313.51 Rupees Six No.

fixing sign boards made out of Thousand

2mm aluminium sheet / 4mm ACP Three Hundred

(Aluminum composite Panel); size Thirteen And

90x60 cms. rectangular as per Paise Fifty One

design of IRC-67-2012. Pre treated Only

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

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

stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required

and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy

coatings in black and white bends.

The details of symbol or

inscription/letters / numerals for

each board shall be as per the

instruction of engineer in charge.

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

CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation,

curing etc.complete under the

supervision of engineer in charge. A

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

18 2.00 Supplying and fixing road sign 3072.99 Rupees Three No.

board of M.S. plates and angle iron Thousand

including painting, lettering etc. Seventy Two

complete including fixing in C.C. And Paise

1:4:8 with necessary excavation Ninety Nine

etc. complete as per I.R.C. type Only

design.(ii) Reflective type S.O.R I

Code : 26054 B, Sr No. 99 Pg no.

19 32.00 Chevron sign :-Providing and fixing 4681.35 Rupees Four No.

sign boards made out of 1.5mm Thousand Six

aluminium sheet / 3mm ACP Hundred

(Aluminum composite Panel); size Eighty One

60x50 cm as per design of IRC-67- And Paise

2012. Pre treated with phospheting Thirty Five Only

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 of engineer

in charge. A warranty for 10 years

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

20 10.00 Direction (Junction) Sign :- 26572.09 Rupees Twenty No.

Providing and fixing sign boards Six Thousand

made out of 2mm aluminium sheet Five Hundred

/ 4mm ACP(Aluminum composite Seventy Two

Panel); size 244x122 cms. And Paise Nine

rectangular as per design of IRC-67- Only

2012. Pre treated with phospheting

process & acid etching; coated with

one coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications;

4.0mtr long (2 Nos.) stand post of

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted

with bestquality epoxy coatings in

black and white bends. The details

of symbol foreach board shall be as

per theinstruction of engineer in

charge. The fixing at site shall be in

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

21 10.00 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

ASTM D-4956 and latest

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

stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required

and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy

coatings in black and white bends.

The details of symbol foreach board

shall be as per theinstruction of

engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

22 8.00 Facility Informatory Sign :- 5906.48 Rupees Five No.

Providing and fixing sign boards Thousand Nine

made out of 2mm aluminium sheet Hundred Six

/ 4mm ACP(Aluminum composite And Paise

Panel); size 80 x 60 cmsrectangular Forty Eight

as per design of IRC-67-2012. Pre Only

treated with phospheting process &

acid etching; coated with one coat

of epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol

foreach board shall be as per

theinstruction of engineer in

charge. The fixing at site shall be in

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

23 10.00 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 Paise Seventy

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

treated with phospheting process &

acid etching; coated with one coat

of epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol

foreach board shall be as per

theinstruction of engineer in

charge. The fixing at site shall be in

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

24 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

IRC-67-2012. Pre treated with Two 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 75 x 6mm /

65NB Circular MS Pipe as required

and framem fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol

foreach board shall be as per

theinstruction of engineer in

charge. The fixing at site shall be in

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty or 10 years

25 5.00 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

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

/ 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 50 x 50 x

5mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol

foreach board shall be as per

theinstruction of engineer in

charge. The fixing at site shall be in

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

26 4.00 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

150x90 cms. rectangular as per And Paise

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

foreach board shall be as per

theinstruction of engineer in

charge. The fixing at site shall be in

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

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

27 20.00 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

refiective sheeting 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 45 x 45 x 60 Cms. for each

leg.including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty

for 10 years for the Retro reflective

Rupees Four Crore Fifty Seven Lakh(s) Twenty Five Thousand Five Hundred Ninety Nine And

Paise Fifty One Only

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

*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.

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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-

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Signature of Contractor Executive Engineer

R&B Division, Bhuj