Strengthening to Satapar Ajapar Modvadar Mithi Rohar Road Ch.0/00 To 18/00 (Ch. Km 0/0 to 9/300)Ta:Anjar Dist:Kutch

Name of work :-

Strengthening to Satapar Ajapar Modvadar Mithi Rohar Road

Ch.0/00 To 18/00 (Ch. Km 0/0 to 9/300)Ta:Anjar 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

1 745.00 Dismentaling the existing structure 930.35 Rupees Nine Cum

including removing and stacking Hundred Thirty

the dismentelled materials as and And Paise

where directed. (A)R.C.C. Work. Thirty Five Only

(sor 2024-25 it no 27001A pg no

2 5.31 Clearing and grubbing road land 28455.37 Rupees Twenty Cum

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

3 2200.00 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 No2023-

4 1413.00 Box cutting the road surface to 109.24 Rupees One Cum

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,

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

5 565.00 Construction of Grannular sub 1110.88 Rupees One Cum

base of 150 mm thick in by Thousand One

providing GSB Gr - I coarse graded Hundred Ten

material using B.T Metal 26.5mm And Paise

to 53 mm @ 35 % ,26.5mm to Eighty Eight

4.75mm 45% & Below 2.36mm 20 Only

% 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)

6 706.00 Providing and laying, spreading and 883.14 Rupees Eight Cum

compacting 125mm thick graded Hundred

stone aggregate in two layers to Eighty Three

Wet Mix Macadam specification And Paise

including premixing the material Fourteen Only

with water at OMC in mechanical

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

7 1770.00 Providing 100mm thick compacted 484.23 Rupees Four Cum

side shoulder of quarry spall on Hundred

road site including collection of Eighty Four

material spreading, rolling of And Paise

watering etc. complete as directed. Twenty Three

(As per RA) Only

8 2825.00 Providing & applying evenly 43.77 Rupees Forty Smt

priming coat with bitumen Three And

Emulsion (SS1) on prepared Paise Seventy

surface of granular base including Seven Only

cleaning of road surface and

sparying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means. (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

9 8846.00 Providing and laying 75.00 mm 2893.64 Rupees Two MT

thick compacted bitumenous Thousand

macadam (BM) using crushed Eight Hundred

stone aggregate as per MORT & H Ninety Three

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

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

grade bitumen 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. complete.(As

10 2723.00 Providing and laying 25 mm thick 3593.18 Rupees Three MT

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

chips as per MORT & H gradation Hundred

and asphalt VG - 40 for mixing at Ninety Three

the rate of 5.0 % by weight of total And Paise

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

total mix) including heating the

asphalt and aggregates by

continuous DRUm 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 per

11 1821.00 Earthwork for embankment 177.91 Rupees One Cum

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

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

12 1039.28 Excavation for foundation upto 1.5 122.94 Rupees One Cum

m depth including sorting out Hundred

and stacking of useful Twenty Two

materials and disposing off the And Paise

excavated stuff upto 50 Meter Ninety Four

lead.(A) Loose or soft soil [S.O.R. Only

13 867.00 Excavation for foundation for 170.69 Rupees One Cum

depth from 1.5 m to 3.0 m Hundred

including sorting out and Seventy And

stacking of useful materials and Paise Sixty

disposing off the excavated Nine Only

stuff upto 50 Meter lead.(B)

Dense or Hard soil [S.O.R. 2024-

14 1708.00 Providing and filling in foundation 3737.13 Rupees Three Cum

with cement concrete M 150 mix Thousand

and providing necessary vertical Seven Hundred

pin headers including formwork, Thirty Seven

vibrating, ramming and curing And Paise

complet. [S.O.R. 2024-25, It. No. Thirteen Only

15 30.00 Supplying and fixing reinforced 5560.01 Rupees Five Rmt

concrete heavy duty non-pressure Thousand Five

pipes with collars for culverts Hundred Sixty

carrying heavy traffic as per IS 458- And Paise One

1991 specifications including Only

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of following

internal daimeters.(vii) 1200mm

dia. [S.O.R. 2024-25, It. No.

16 1.00 Numbering the C.D.work with 58.80 Rupees Fifty Each

approved paint including all Eight And

materials for paintings etc. Paise Eighty

complete. [S.O.R. 2024-25, It. No. Only

17 38085.00 Providing TMT Bar FE 500D 77.29 Rupees Kg

reinforcement for R.C.C. work Seventy Seven

including bending, binding and And Paise

placing in position complete upto Twenty Nine

floor two level. Only

18 735.00 Providing and laying weep hole 86.70 Rupees Eighty No

in abutment and returning by Six And Paise

using A.C. pipes of 100mm Seventy Only

diameter 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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

19 48.05 Providing Yellow and Black Patta 128.62 Rupees One Smt

(two coat) including priming (one Hundred

coats) with oil bound enamel paint Twenty Eight

of approved brand and And Paise Sixty

manufacture and of required shade Two Only

on wall surfaces to give an even

shade 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.

20 162.00 Filling available excavated earth 130.39 Rupees One Cum

(excluding rock) in trenches. Hundred Thirty

plinth, sides of foundations etc. in And Paise

layers not exceeding 20 cm. in Thirty Nine

depth consolidating each disposited Only

layer by ramming and watering.

21 1031.00 Providing and laying in situ 5339.16 Rupees Five Cum

Controled Cement Concrete M250 Thousand

for road laid as directed including Three Hundred

tamping, vibrating, finishing, Thirty Nine

curing and filling in joints with And Paise

bitumen complete. (RA) Sixteen Only

22 466.00 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

23 8.00 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.

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 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

M.D.R.) As per S.O.R. I.Code :

25 38.00 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.

26 258.00 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

27 2815.00 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

28 2056.00 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

29 3.00 Village Name Sign :-Providing and 6397.43 Rupees Six No

fixing sign boards made out of Thousand

2mm aluminium sheet / 4mm ACP Three Hundred

(Aluminum composite Panel); size Ninety Seven

90x60 cms. rectangular as per And Paise

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

with phospheting process & acid Only

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

30 4.00 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.

31 80.00 Chevron sign :-Providing and fixing 3711.75 Rupees Three No

sign boards made out of 1.5mm Thousand

aluminium sheet / 3mm ACP Seven Hundred

(Aluminum composite Panel); size Eleven And

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

2012. Pre treated with phospheting 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

32 3.00 Direction (Junction) Sign :- 21287.51 Rupees Twenty No

Providing and fixing sign boards One Thousand

made out of 2mm aluminium sheet Two Hundred

/ 4mm ACP(Aluminum composite Eighty Seven

Panel); size 244x122 cms. And Paise Fifty

rectangular as per design of IRC-67- One 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

33 2.00 Cautionary Warning Sign :- 3906.19 Rupees Three No

Providing and fixing sign boards Thousand Nine

made out of 2mm aluminium sheet Hundred Six

/ 4mm ACP (Aluminum composite And Paise

Panel); size 90 x 90 x 90 cms. Nineteen Only

equilateral triangle as per design of

IRC-67-2012. Pre treated with

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

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

34 3.00 Facility Informatory Sign :- 3990.64 Rupees Three No

Providing and fixing sign boards Thousand Nine

made out of 2mm aluminium sheet Hundred

/ 4mm ACP(Aluminum composite Ninety And

Panel); size 80 x 60 cmsrectangular Paise Sixty

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

35 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 Twelve 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 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

36 5.00 STOP Sign :-Providing and fixing 6704.36 Rupees Six No

sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP Seven Hundred

(Aluminum composite Panel); size Four And Paise

90 cms Octagone as per design of, Thirty Six 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 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

37 2.00 Distance Informatory / Destination 18254.19 Rupees No

Sign :-Providing and fixing sign Eighteen

boards made out of 2mm Thousand Two

aluminium sheet / 4mm ACP Hundred Fifty

(Aluminum composite Panel); size Four And Paise

180x120 cms. rectangular as per Nineteen 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

38 3.00 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 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

39 36.00 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

design of IRC-67-2012. Pre treated Nine 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; 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 Five Crore Sixty Nine Lakh(s) Forty Nine Thousand Three Hundred Six And Paise

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 of material shall be statement attached with the GERI Vadodara. Bill for testing charges shall

be paid by the Executive Engineer and 1% (One Percent) of amount put to tender excluding cost of

materials to be issued as schedule A i.e. Rs. _________ shall be recovered from the Contractor's

running bills as per (R&B) Department No.TNC/1085/(4)/C dated 10-5-85 and 20-12-91.

Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$

YL ZFHI ;ZSFZGF AF\WSFD DF8[ J5ZFTF UF{6vBlGHGL ZMI<8L ;FNL DF8L VG[ ;MO8 DMZD 5Z ZMI<8L ,FU] 50X[P

Note-9 Labour Cess 1% of estimated cost put to tender for this work shall be recovered from the contract

payment as "Labour Cess" in terms of the Gujarat Govt. Gazette - extra ordinary - dt.12.12.2004,

implementation of buildings and other construction work (resolution of employment and conditions of

services Act'1996)

Note-10 Quantity of items may reduce or increase as per work execution.

Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P

Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of

cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in

tender. However for Increase in quantity of cement no additional payment shall be made.

Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-

Note-16 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+

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D]HA VG];ZJFG]\ ZC[X[P

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

1) 5_DLDLYL JW] 0FDZ SFDGL ;\I]ST HF0F. sALPV[;PHLP4 ALPALPV[DP l;JFIf CMI T[JF Z:TFGF SFDDF\ NZ Z5_DLP NL9

V[S S|M; ;[SXG 5Z 0FDZSFDGL 5CM/F. VG];FZ A[ YL RFZ SMZ ;[d5, .HFZNFZ[ 5MTFGF SMZ S8L\U DXLG J0[ ;\A\lWT

GFIA SFI"5F,S .HG[ZzLGL CFHZLDF\ D[/JL VF5JFGF ZC[X[ VG[ VF ;[d5, ;L, SZL DFgI ,[AMZ[8ZL DFZOT YLSG[;4

0[g;L8L TYF AL8]DLG; Sg8[\8GF 5lZ1F6 SZFJL 5lZ6FD[ D[/JJFGF ZC[X[P ;\TMQFSFZS 5lZ6FDM VFjIF ;]WL 0FDZ SFDGL

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

;\TMQFSFZS 5lZ6FDM GlC\ D[/JJFGF lS:;FVMDF\ SZFZGL VgI XZTM VG];FZ SFI"JFCL Y. XSX[P

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

2) ~FP!__ ,FB S[ T[YL JW] ZSDGF SZFZ C[9/GF SFD 5Z .HFZNFZ[ O],8F.D SJM,LOF.0 V[gHLGLIZ lGI]ST SZJFGM ZC[X[

H[ V\U[ SFDGF JS"VM0"Z D?I[ lNGv!5 DF\ SFI"5F,S .HG[ZzLGL HF6 C[9/4 GFIA SFI"5F,S .HG[ZzLG[ lGO]S .HG[ZGF

GFD4 SJM,LOLS[XG4 DFS"XL84 ;8L"OLS[84 S,Z OM8MU|FO4 lGI]lSTGF C]SD JU[Z[ lJUT ZH] SZJFGL ZC[X[ TYF SFD 5Z CFHZ

YIF V\U[GM ZL5M8" VF5JFGM ZC[X[4 H[ VG];FZ SZFZ C[9/GF SFD 5Z SJM,LOF.0 .HG[ZGL p5ZMST XZT D]HA lGI]lST

YFI TYF :Y/ 5Z BZ[BZ SFDULZL G ;\EF/[ tIF\ ;]WLGF ;DIUF/F T[DH SFD RF,] ZC[ T[ ;DI NZdIFG lGI]S SZ[, .HG[Z

SFDULZL ;\EF/X[ GlC\ T[ ;DIUF/F DF8[ ~FP!54___qv 5|lTDF; ,[B[ lA,DF\YL S5FT SZJFDF\ VFJX4 H[ GMG ZLO\0[A,

Signature of Contractor Executive Engineer

R&B Division, Bhuj