Resurfacing & Strengthening of Plasva Bhimasar Hamirpar Fatehgadh Road Km. 0/00 to 34/00 (Section 14/00 to 34/00) Ta.Rapar Dist.Kutch

Name of work :-

Resurfacing & Strengthening of Plasva Bhimasar Hamirpar

Fatehgadh Road Km. 0/00 to 34/00 (Section 14/00 to 34/00)

Ta.Rapar 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 19.80 Clearing and grubbing road land 28455.09 Rupees Twenty Hect

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 Nine Only

(C) By mechanical means in area

of light jungle

2 24884.85 Earth work Embankment including 169.33 Rupees One Cmt

brecking of clods,dressing with all Hundred Sixty

lead and lift including warening Nine And Paise

rolling and consolidation of Thirty Three

subgrade in layers at O.M.C to Only

required dry density including

filling the depressing which occur

during the process using vibratory

roller 8 T to 10 T form borrow area

within 0.5 km lead.

3 9970.05 Box cutting the road surface to 109.24 Rupees One Cmt

proper slope and camber for Hundred Nine

making a base for road work And Paise

including removing the excavated Twenty Four

stuff and depositing on the road Only

side slope as directed upto

4 23050.00 Scarifying existing bituminous 6.16 Rupees Six Sqm

surface to a depth of 50 mm by And Paise

meachanical means (using Sixteen Only

hydraulic excavator) (Scarifying

existing bituminous road surface to

a depth of 50 mm and disposal of

scarified material with in all lifts

and lead up to 1000 mt)

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 4985.03 Construction of Grannular sub 1880.32 Rupees One Cmt

base of 200 mm thick in by Thousand

providing GSB Gr - I coarse graded Eight Hundred

material using B.T Metal 26.5mm Eighty And

to 53 mm @ 35 % ,26.5mm to Paise Thirty

4.75mm 45% & Below 2.36mm 20 Two 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

6 4793.03 Providing and laying, spreading and 1705.79 Rupees One Cmt

compacting 200m thick graded Thousand

stone aggregate to Wet Mix Seven Hundred

Macadam specification including Five And Paise

premixing the material with water Seventy Nine

at OMC in mechanical mix plant Only

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.

7 21505.13 Providing & applying evenly 57.49 Rupees Fifty Smt

priming coat with bitumen Seven And

Emulsion (SS1) on prepared Paise Forty

surface of granular base including Nine Only

cleaning of road surface and

sparying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means.

8 4327.00 Providing and laying 37.5 mm thick 3415.82 Rupees Three MT

compacted bitumenous macadam Thousand Four

(BM) using crushed stone aggregate Hundred

as per MORT & H gradation and Fifteen And

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

kg/10smt. & VG-40 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 by continuous batch

mix plant and transporting the mix

and spreading the same by

sensored 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 15647.00 Providing and laying 50 mm thick 3383.50 Rupees Three MT

compacted bitumenous macadam Thousand

(BM) using crushed stone aggregate Three Hundred

as per MORT & H gradation and Eighty Three

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

kg/10smt. & VG-40 grade bitumen 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 by continuous batch

mix plant and transporting the mix

and spreading the same by

sensored 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.

10 8180.00 Providing & Laying 25 mm. thick 4028.89 Rupees Four MT

compacted Semi dense bituminous Thousand

carpet using B.T.stone chips as Twenty Eight

per MORT & H gradation and And Paise

specification and bitumen grade Eighty Nine

VG-40 for mixing @ 50.00Kg/M.T. Only

by weight of total mix i.e. (5% by

wt. of total mix ) including heating

the asphalt and aggregates by

continous batching drum mix

plant and spreading the same by

paver finisher including rolling and

consolidation with 10-12 tones

power roller and vibratory roller &

providing all materials, equipment,

tools & plant, fire wood, oil,

kerosene, labour charges etc. and

using contractor's own machineries

contineous batch mix plant & paver

finisher 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

11 1824.00 Construction of un-reinforced, 6780.13 Rupees Six Cmt

dowel jointed, plain cement Thousand

concrete pavement over a prepared Seven Hundred

sub base with M30 grade concrete, Eighty And

coarse and fine aggregate Paise Thirteen

conforming to IS 383, maximum Only

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

12 4455.00 Providing & Laying hard side 823.71 Rupees Eight Cmt

shoulders with Quarry spalls 70% Hundred

and with using 30 % Stone Dust as Twenty Three

filler and binding material And Paise

including spreading, watering & Seventy One

consolidation by vibratory roller Only

13 16.00 Providing and fixing ordinary 1293.39 Rupees One Nos

Kilometre stone of pre-cast 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.,M.D.R.) Only

14 4.00 Providing and fixing ordinary 1935.15 Rupees One Nos

5thKilometre stone of precast C.C Thousand Nine

1:2:4 including necessary Hundred Thirty

reinforcement as per IRC type Five And Paise

design and fixing in C.C 1:4:8 Fifteen Only

including painting lettering etc,

complete for N.H, S.H, MDR

15 159.00 Providing and fixing Hectometer 356.50 Rupees Three Nos

stone as per IRC type design Hundred Fifty

including painting lettering etc, Six And Paise

complete. (I) Fixing in C:C 1:5:10 Fifty Only

16 1782.00 Providing and fixing indicator stone 102.85 Rupees One Nos

of approved stone as per I.R.C. type Hundred Two

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

white washing etc. complete.(i) Eighty Five

Fixing in Earth Only

17 2072.00 Providing and fixing guard stone as 103.56 Rupees One Nos

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

white washing etc. complete.(i) And Paise Fifty

Fixing in Earth Page :4: Six 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

18 66.00 Cautionary Warning Sign :- 5077.27 Rupees Five Nos

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

19 20.00 Facility Informatory Sign :- 5906.48 Rupees Five Nos

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 cms Forty Eight

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;

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 fo

reach 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

20 36.00 Regulatory / Mandatory Sign :- 4618.73 Rupees Four Nos

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

21 2.00 STOP Sign :-Providing and fixing 4261.07 Rupees Four Nos

sign boards made out of 2mm Thousand Two

aluminium sheet / 4mm ACP Hundred Sixty

(Aluminum composite Panel); size One And Paise

90 cms Octagone as per design of Seven 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

refiective sheeting 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

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

22 10.00 Direction (Junction) Sign :- 26572.09 Rupees Twenty Nos

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

23 8.00 Distance Informatory / Destination 20918.11 Rupees Twenty Nos

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

(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

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 16.00 Village Name Sign :-Providing and 6313.51 Rupees Six Nos

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

25 62.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three Nos

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

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 for each

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

26 20.00 Tree Guard sign :-Providing & fixing 531.26 Rupees Five Nos

sign board made out of 2mm Hundred Thirty

aluminium sheet / 3mm ACP One And Paise

(Aluminum composite Panel) , size Twenty Six Only

30cms diameter circle, pretreated

with phospheting process and acid

etching, painted with one coat of

epoxy primer and two coats of best

quality epoxy paint reflectorised

with retro reflective sheeting as per

latest M.O.S.T. specifications. A

warranty for 10 years for the Retro

reflective sheeting from original

manufacturer & a certified copy of

3 year outdoor exposure test report

from third party test lab for the

product offered shall be submitted

by contractor. (A) Class-C Type-11

Retro Reflective sheeting

27 5.00 Route Marker sign :-Providing and 5108.58 Rupees Five Nos

fixing sign boards made out of 2.0 Thousand One

mm aluminium sheet / 4 mm ACP Hundred Eight

(Aluminum composite Panel); size And Paise Fifty

60x45 cm rectangular plus Eight Only

30x25cm additional plate 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

refiective sheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6 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 35x 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

60 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

28 180.00 Chevron sign (Double):-Providing 7021.41 Rupees Seven Nos

and fixing sign boards made out of Thousand

1.5mm aluminium sheet / 3mm Twenty One

ACP (Aluminum composite Panel); And Paise

size 60x50 cm as per design of IRC- Forty One Only

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; 3.3 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

60 Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

29 7431.83 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

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

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 3516.00 Cat Eye / Road Stud / RPM: 326.23 Rupees Three Nos

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

31 66.00 Numbering the C.D.work with 58.80 Rupees Fifty Nos

approved paint including all Eight And

materials for paintings etc. Paise Eighty

32 1559.05 Distempering with dry distemper of 63.64 Rupees Sixty Nos

approved brand Sqm and Three And

manufacture (3 coats0 and of Paise Sixty

requirwd shade on wall surface of Four 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.

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

33 240.00 Providing and erecting a "Thrie" W - 5234.83 Rupees Five Rmt

metal beam crash barrier Thousand Two

comprising of 3 mm thick Hundred Thirty

corrugated sheet metal beam rail, Four And Paise

85 cm above road/ground level, Eighty Three

fixed on ISMC series channel Only

vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 2 m

high with 1.15 m below ground

level. The vertical post fixing at site

shall be in M25 grade Cement

concrete of size 35 x 35 x 120 cms.

for each post including excavation

curing etc. complete. All steel parts

and fitments to be galvanised by

hot dip process, all fittings to

confirm to IS:1367 and IS:1364,

metal beam rail to be fixed on the

vertical Post with a spacer of

channel section 150 x 75 x 5 mm,

550 mm long complete as per

Morth Specification clause

including butt welding to all nuts &

bolts & including 3 mm ACM type

reflector 100 mm wide & 4.5 m

long, type -4 class B High intensity

Grade Sheeting as per IRC 67:2012

etc. complete as per instruction of

Engineer In Charge. Also radium

34 568.36 Excavation for foundation upto 1.5 157.33 Rupees One Cmt

m depth incl. Sorting out & Hundred Fifty

stacking of useful material & Seven And

isposing Lead. (B) Dense of hard soil Paise Thirty

35 133.49 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

curing complete. Eight Only

36 1009.16 Providing and casting in situ 3737.13 Rupees Three Cmt

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. Thirteen Only

37 5126.21 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

38 1531.00 Providing and laying Weep hole in 86.70 Rupees Eighty Nos

abutment and return by using A.C. Six And Paise

pipe of 100 mm dia including laying Seventy Only

in proper grade and joining

complete etc as per details

specification .

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

39 720.00 Providing and laying filter media 1239.35 Rupees One Smt

600 mm thick as directed at the Thousand Two

back of abutments, returns and Hundred Thirty

wing walls as per detailed Nine And Paise

specifications. Thirty Five Only

40 1896.02 Filling available excavated 136.92 Rupees One Cmt

EARTH (Excluding Rock) in Hundred Thirty

Trenches,Plinth,sides of Six And Paise

foundations etc. in layers not Ninety Two

exceeding 20 cm. in depth Only

consolidating each deposited layer

by ramming and watering.

41 75.00 Supplying and fixing reinforced 6621.26 Rupees Six Rmt

concrete heavy duty non-pressure Thousand Six

pipes with collars for culverts Hundred

including setting and joining the Twenty One

pipes in C.M. 1:2 watering and And Paise

laying (To level of slops of I.S. 458 / Twenty Six Only

1971 Class NP4 of following

internal diameter. (vi) 1200 mm dia.

42 240.00 Providing Diversion of road 5.5 mt 1230.18 Rupees One Rmt

Width (having 7.50 mt Formation Thousand Two

Width) for Structure by Providing Hundred Thirty

& spreding Earth Work , 200 mm And Paise

GSB-1, 150 WMM The Length of Eighteen Only

Road is Depend on site condition

etc as directed by Engineer in

43 1090.86 Excavation For Foundation in sand 511.11 Rupees Five Cmt

. Gravel , clay . Soft soil and Hundred

murrum etc., incliding shorting, Eleven And

strutting and dewatering as Paise Eleven

necessary and disposing of the Only

excavated stulf as directed.

44 Providing and casting in situ Rupees Nil -

controlled cement concerte M-

For Pire, abutment and return as

per drawing including, centering,

shuttering scaffolding where

necessary laying vibrating curing

and finishing complete.

44 A 85.32 bottom slab 5265.97 Rupees Five Cmt

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

44B 67.90 top slab 5265.97 Rupees Five Cmt

44 C 40.38 side wall 5265.97 Rupees Five Cmt

44 D 33.38 inner wall 5265.97 Rupees Five Cmt

44 E 331.50 Retaining Wall 5265.97 Rupees Five Cmt

45 20.33 Providing and casting in situ 5497.75 Rupees Five Cmt

controlled cement concrete M-300 Thousand Four

for average 75 mm thick wearing Hundred

coat laid as directed dincluding Ninety Seven

tamping, vibrating, finishing, And Paise

curing and fillingin joints with Seventy Five

bitumen complete Only

46 6.50 Providing and casting in-situ 4913.73 Rupees Four Cmt

controlled cement concrete M 250 Thousand Nine

for kerb/kerb blocks including Hundred

formwork, curing and finishing Thirteen And

complete. Paise Seventy

47 13.13 Providing and casting in-situ 3793.64 Rupees Three Cmt

ordinary cement concrete M 150 for Thousand

approach slab including formwork, Seven Hundred

curing and finishing complete. Ninety Three

And Paise Sixty

48 26.25 Providing and casting in-situ 5197.33 Rupees Five Cmt

controlled cement concrete m 250 Thousand One

for approach slab including Hundred

formwork curing and finishing Ninety Seven

complete. 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

49 53.60 Providing and placing in position 73858.69 Rupees MT

FE 500D bar reinforcement for Seventy Three

following items including cutting Thousand

bending hooking and tying Eight Hundred

complete as per detailed drawing. Fifty Eight And

For well :- curb, staining, cap and Paise Sixty

RCC Raft. Nine Only

50 43.36 Providing parapet of ordinary 1076.26 Rupees One Rmt

cement concrete M-200 as per Thousand

detailed drawings with necessary Seventy Six

reinforcement including, And Paise

shuttering, laying, vibrating and Twenty Six Only

finishing to line and level

complete.(ii) cast in situ

51 12.00 Providing G.I. 100mm diameter 536.03 Rupees Five Each

water spout including necessary Hundred Thirty

iron gratings as per drawing. Six And Paise

52 0.58 Providing Pre-moulded asphalt filler 703.53 Rupees Seven Sqm

joints as per smt 12mm thick Hundred Three

And Paise Fifty

53 161.08 Providing and laying rubble for 1083.81 Rupees One Cmt

appron including and packing and Thousand

filling in the interestices with Eighty Three

quarry-spalls.(more than 10 ton) And Paise

54 50.00 Providing and filling sand behing 504.42 OnlyFive

abutments and between returns in Hundred Four

layers as directed. And Paise

55 2.00 Providing and fixing 20 cm 306.14 Forty

X15cmX2.50cm size year plate of Hundred Six

marble stone set in cement mortar And Paise

1:4 including finishing engraving Fourteen Only

letters etc. complete.

Rupees Sixteen Crore Forty Seven Lakh(s) Thirty Nine Thousand Two Hundred Seventy Six

And Paise Fifty One 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.

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-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+

G\PV[;V[RVFZq!5(&qVF.ALq!*)s&fv;4 TFPZ_q!q_* VG[ 5ZL5+ S|DF\SP5ZRq!_qZ_!5q55q;L4 TFP_$q!!q!5

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

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