Improvement of existing road ch. 18/150 to 26/320 of Anjar of NH-341 Dist. Kachchh

Name of work :-

Improvement of existing road ch. 18/150 to 26/320 of Anjar of NH-341

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 4.62 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 12500.00 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 8125.00 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,

4 2500.00 Construction of Grannular sub 1098.73 Rupees One CUM

base of 200 mm thick in by Thousand

providing GSB Gr - I coarse graded Ninety Eight

material using B.T Metal 26.5mm And Paise

to 53 mm @ 35 % ,26.5mm to Seventy Three

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)

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 1232.00 Providing 80mm thick compacted 475.09 Rupees Four CUM

side shoulder of quarry spall on Hundred

road site including collection of Seventy Five

material spreading, rolling of And Paise Nine

watering etc. complete as directed. Only

6 6718.00 Providing and laying 50.00 mm 4848.86 Rupees Four MT

thick Dense bitumenous macadam Thousand

(DBM) using crushed stone Eight Hundred

aggregate as per MORT & H Forty Eight

gradation and Emulsion (RS-1) for And Paise

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

7 3824.00 Providing and laying 30 mm thick 5595.93 Rupees Five MT

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

chips as per MORT & H gradation Hundred

and asphalt VG - 40 for mixing at Ninety Five

the rate of 5.50 % by weight of total And Paise

mix i.e (55.00 kg/MT by weight of Ninety Three

total mix) including heating the Only

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

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

8 4620.00 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

9 386.00 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

10 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.

11 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 :

12 67.00 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.

13 156.00 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

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 2860.00 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)

15 1520.00 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

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 1.00 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.

17 40.00 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

18 6.00 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

19 6.00 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

20 8.00 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

21 10.00 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

22 6.00 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

23 6.00 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

24 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 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

25 32.00 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

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 1250.00 Construction of 150mm dry lean 2110.45 Rupees Two CUM

cement concrete Sub- base over a Thousand One

prepared sub-grade with coarse Hundred Ten

and fine aggregate conforming to And Paise

IS: 383, the size of coarse aggregate Forty Five Only

not exceeding 25 mm, aggregate

cement ratio not to exceed 15:1,

aggregate gradation after blending

to be as per table 600-1, cement

content not to be less than 150 kg/

cum, optimum moisture content to

be determined during trial length

construction, concrete strength not

to be less than 10 Mpa at 7 days,

mixed in a batching plant,

transported to site, laid with a

paver with electronic sensor,

compacting with 8-10 tonnes

vibratory roller, finishing and

27 3750.00 Construction of un-reinforced, 8754.99 Rupees Eight CUM

dowel jointed, plain cement Thousand

concrete pavement over a prepared Seven Hundred

sub base with 53 grade cement @ Fifty Four And

440 kg per cum, coarse and fine Paise Ninety

aggregate conforming to IS 383, Nine Only

maximum size of coarse aggregate

not exceeding 25 mm, mixed in a

batching and mixing plant as per

approved mix design, transported

to site, laid with a fixed form or slip

form paver, spread, compacted and

finished in a continuous operation

including provision of contraction,

expansion, construction and

longitudinal joints, joint filler,

separation membrane, sealant

primer, joint sealant, debonding

strip, dowel bar, tie rod,

admixtures as approved, curing

compound, finishing to lines and

grades as per drawing

28 199.58 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 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

29 35.58 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

30 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

31 20.00 Supplying and fixing reinforced 3469.26 Rupees Three RMT

concrete heavy duty non-pressure Thousand Four

pipes with collars for culverts Hundred Sixty

carrying heavy traffic as per IS 458- Nine And Paise

1991 specifications including Twenty Six Only

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of following

internal daimeters.(vii) 900mm dia.

32 2.00 Numbering the C.D.work with 58.80 Rupees Fifty NO.

approved paint including all Eight And

materials for paintings etc. Paise Eighty

33 1224.00 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

34 1732.07 Excavation for Foundation in 511.11 Rupees Five CUM

sand,gravel,clay,soft soil and Hundred

murrum etc, including shoring, Eleven And

strutting and dewatering as Paise Eleven

necessary and disposing of the Only

excavated stuff as directed.

Ordinary Soil Ch.27 It No. 27007A

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

35 1090.31 Excavation for Foundation in large 716.55 Rupees Seven CUM

boulders and soft rock by welding Hundred

including dewatering as necessary Sixteen And

and disposing of the excavated Paise Fifty Five

stuff as directed. soft rock and Only

bouldersCh.27 It No. 27009 pg

36 778.77 Providing and casting in situ 3737.13 Rupees Three CUM

ordinary cement concrete M-150 for Thousand

R.C.C. raft and cut off walls Seven Hundred

including necessary shuttering Thirty Seven

laying, vibrating, ramming and And Paise

curing complete.Ch.27 It No. Thirteen Only

37 3448.82 Providing and casting in-situ 5160.23 Rupees Five CUM

controlled cement concrete m-200 Thousand One

for R.C.C work in pier, abutment Hundred Sixty

and R.C.C return as per drawing And Paise

including, centering,shuttering Twenty Three

scaffolding where necessary laying Only

vibrating curing and finishing

complete.Ch.27 It No. 27064AA pg

38 10.33 Providing and laying in position FE 73858.69 Rupees MT

500D TMT bar reinforcement Seventy Three

including cutting, bending, hooking Thousand

and tying complete as per detailed Eight Hundred

drawings for the following.(A) Piers Fifty Eight And

(B) Abutments (C) R.C.C. Paise Sixty

ReturnsCh.27 It No. 27109 pg 248 Nine Only

39 140.91 Providing and casting in situ 5834.18 Rupees Five CUM

controlled cement concrete M-250 Thousand

for R.C.C. work in superstructure Eight Hundred

including centering,shuttering Thirty Four

scaffolding, ramming, vibrating And Paise

curing and finishing complete.(A) T- Eighteen Only

Beam and Deck slab type of

superstructure (I) Deck slabCh.27

40 483.00 Providing and casting in-situ 5555.30 Rupees Five CUM

contolled cement concretem-300 for Thousand Five

R.C.C. solid slab including Hundred Fifty

centering scaffolding curing & Five And Paise

finishing complete..RA-1 Thirty Only

41 131.72 Providing and laying cement 5656.34 Rupees Five CUM

concrete wearing course M-400 Thousand Six

grade including reinforcement Hundred Fifty

complete as per drawing and Six And Paise

technical specification Clause 800 Thirty Four

and 1206.3RA-2 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

42 86.75 Providing and casting in situ 5072.32 Rupees Five CUM

controlled cement concrete M-300 Thousand

for Kerb/ kerb blocks including Seventy Two

formwork curing and finishing, And Paise

completeRA-3 Thirty Two Only

43 72.36 Providing and casting in situ 4335.01 Rupees Four CUM

ordinary cement concrete M-150 for Thousand

R.C.C. solid slab including Three Hundred

centering, scaffolding, curing and Thirty Five And

finishing complete.Ch.27 It No. Paise One Only

44 140.40 Providing and casting in situ 5355.92 Rupees Five CUM

controlled cement concrete Thousand

concrete M-300 for approach slab Three Hundred

including formwork curing and Fifty Five And

finishing complete.RA-4 Paise Ninety

45 98.10 Providing and fixing in position FE 73243.02 Rupees MT

500D TMT bar reinforement Seventy Three

including cutting, bending and Thousand Two

tying complete as per detailed Hundred Forty

drawings. (A) R.C.C. Kerb. (B) Three And

R.C.C. Footpath.(C) R.C.C. Approch Paise Two Only

slab.(D) Wearing

Coat.Ch.27 It No. 27123 pg

46 71.00 Providing and fixing in position 341.29 Rupees Three NO

Mild steel dowel bars in pier caps Hundred Forty

or abutment caps for anchorage in One And Paise

fixed end as per detailed drawings Twenty Nine

including cutting, bending and Only

welding complete. Ch.27 It No.

47 71.00 Providing and fixing in position 399.70 Rupees Three NO

Mild steel dowel bars in pier caps Hundred

or abutments caps for anchorage in Ninety Nine

free end as per detailed drawing And Paise

including cutting, bending and Seventy Only

welding complete.Ch.27 It No.

48 144.00 Providing and fixing mild steel 450.07 Rupees Four NO

dowel bars of minimum 32mm dia. Hundred Fifty

for anchoring by drilling holes in And Paise

foundation strata including Seven Only

necessary bending, hooking of

dowel bars and grouting the holes

complete as per detailed drawing

and as directed.Ch.27 It 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

49 630.00 Providing and laying rubble for 1083.81 Rupees One CUM

approan (each stone weighting not Thousand

less than 40kg) including and Eighty Three

packing and filling in the And Paise

interesties with quarry- Eighty One

spalls.Ch.27 It No. 27015A pg 230 Only

50 179.00 providing and fixing tar paper 151.50 Rupees One SMT

bearing, shall be provided between Hundred Fifty

abutment/pier cap and rcc slabMR One And Paise

51 603.60 Providing and filling sand behing 504.42 Rupees Five CUM

abutments and between returnsin Hundred Four

layers as directed .Ch.27. It No. And Paise

27005 pg 229 Forty Two Only

52 768.00 Providing and laying - Fitter Media 1239.35 Rupees One CUM

600mm thick directed at the back Thousand Two

of abutments, returns and wing Hundred Thirty

walls as per detailed Nine And Paise

specifications.Ch.27 It No. Thirty Five Only

53 936.00 Providing & laying weep hole in 326.36 Rupees Three NO

Aburtments, and returns by using Hundred

PVC pipe of 110mm including Twenty Six And

laying in proper grede and jointing Paise Thirty Six

the completed as per detailed Only

specification.Ch.27 It No. =27050A(-

54 78.66 Providing and fixing in position 20 611.13 Rupees Six SMT

mm thick premoulded joint filler in Hundred

expansion joint for fixed ends of Eleven And

simply supported spans, covered Paise Thirteen

with sealant complete as per Only

drawing and technical

specificationsch . 26 It No. 26017B

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

55 8.00 Providing & Fixing sign boards 2423.74 Rupees Two NO

Made out of 2 mm aluminium Thousand Four

sheet, size 90 x 30 cms. rectangle Hundred

as per the design / drawing Twenty Three

attached (IRC) pretreated with And Paise

phospheting process & acid Seventy Four

etching, coated with one coat of Only

epoxy primer and two coats of best

quality epoxy point reflectorised

with retro reflective sheeting as per

latest M.O.S.T. Specifications,

m long Stand post and frame

fabricated either from suitable size

iron angle of 35 x 35 x 3 mm

painted with best quality epoxy

coating. The fixing at site shall be

in 1:2:4 CC block of size 45 45 x

60 cms for each leg including

excavation curing etc. complete

udner the supervision of engineer

in charge. Ch.26 It No. 26102A pg

56 80.00 Providing P VC 100mm diameter 284.38 Rupees Two NO

water spouts including necessary Hundred

iron gratings as per Eighty Four

drawings.Ch.27 It No. 27098A- And Paise

m664+m805 pg 35,41,247 Thirty Eight

57 4.00 Dismentalling the existing 50500.00 Rupees Fifty NO

structure including removing and Thousand Five

stacking the dismentellled material Hundred Only

as and where directed

58 432.00 Providing and laying 200mm thick 1114.93 Rupees One CUM

Granular Sub Base (Grade - I ) By Thousand One

providing coarse graded materials Hundred

in uniform layers with motor grader Fourteen And

on prepared surface, mixing by mix Paise Ninety

in place method with rotavator at Three Only

OMC, and compacting with

vibratory roller to achive the

desired density, complete as per

MRT&H clause- 401.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

59 540.00 Providing , laying spreading and 1030.09 Rupees One CUM

compacting graded BTMC to Thousand

250mm thick wetmix material Thirty And

(WMM) in layers including Paise Nine Only

premixing the 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 density.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

60 337.64 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. It.

61 400.00 Providing Diversion of road 7 mt 6417.54 Rupees Six RMT

Width (having10 mt Formation Thousand Four

Width) for Structure by Providing Hundred

& spreding Earth Work , 200 mm Seventeen And

GSB-1, 200 mm WMM, prime coat Paise Fifty

7.5 kg/10 Sq.m, Tack coat 2.5 Four Only

kg/10 sq.m and 20 mm MSS . The

Length of Road is Depend on site

condition etc as directed by

Engineer in Charge.RA

Rupees Thirteen Crore Ninety Nine Lakh(s) Thirty Nine Thousand One Hundred Sixty Nine And

Paise Sixty Only

*Estimated amount *Estimated amount

Put to tender Rs……………………… Put to tender Rs………………………

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

In words ……………………………… In words ………………………………

*(please strike out whichever is not applicable)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

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__$

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

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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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

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

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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

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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