Widening & Strengthening of Layja - Bada - Mapar - Modkuba - Lathedi - Sandhan - Suthari - Kothara Road (Ch: 40/250 to 47/250) Ta. Mandvi & Abadasa, Dist. Kachchh.

Name of work :-

Widening & Strengthening of Layja - Bada - Mapar - Modkuba -

Lathedi - Sandhan - Suthari - Kothara Road (Ch: 40/250 to

47/250) Ta. Mandvi & Abadasa, Dist. Kachchh.

Bill of Quantity

Memorandum showing items of works to be carried out.

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

1 4.20 Clearing & Grubbing road land including 28455.09 Rupees Twenty Hect

uprooting rank vegation grass bushes Eight

shrabs saplings and trees girth up to 300 Thousand Four

mm removal of stumps of trees cut earlier Hundred Fifty

and disposal of unserviceable materials.( C ) Five And Paise

By Mechanical Means Light Jungle Nine Only

2 25230.60 Earthwork for embankment including 160.14 Rupees One Cmt

breaking clods, dressing with all lead and lift Hundred Sixty

and including watering rolling and And Paise

consolidation of subgrade in layers at Fourteen Only

O.M.C. to required dry density including

filling the depression which occur during

the process using power roller 8T to 10T.(A)

From Borrow pits within land width

3 1323.00 Earthwork in cuting in all sorts of soil and 134.47 Rupees One Cmt

soft murrum including conveying and Hundred Thirty

spreading the stuff, embankment as and Four And Paise

where directed within 200meters from the Forty Seven

end of the cutting with all required lead and Only

4 6484.04 Box cutting the road surface to proper 109.24 Rupees One Cmt

slope and camber for making a base for Hundred Nine

road work including removing the And Paise

excavated stuff and depositing on the road Twenty Four

side slope as directed upto 50Mt.lead. Only

5 10504.33 Construction of Grannular sub base of 200 1131.20 Rupees One Cmt

mm thick in by providing GSB Gr - I coarse Thousand One

graded material using B.T Metal 26.5mm to Hundred Thirty

53 mm @ 35 % ,26.5mm to 4.75mm 45% & One And Paise

Below 2.36mm 20 % in uniform layer with Twenty Only

motor grader on prepared surface mxing by

mix in place method with vibratory roller to

achive the desired density complete as per

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

6 4112.07 Providing and laying compacted WBM 150 1115.04 Rupees One Cmt

mm thickness of B.T. M.C. metal of size 45 Thousand One

to 63 mm size including using 20% grit Hundred

stone screening & stone dust as filler Fifteen And

including spreading watering & Paise Four Only

consolidation by vibratory roller etc.

7 3802.52 Providing and laying, spreading and 832.24 Rupees Eight Cmt

compacting 150m thick graded stone Hundred Thirty

aggregate to Wet Mix Macadam Two And Paise

specification including premixing the Twenty Four

material with water at OMC in mechanical Only

mix plant carraige of mixed material by

tipper tp site, laying in uniform layers with

mechanical means in sub-base /base course

on well prepared surface and compacting

with vibratory roller to achieve the desired

8 25350.05 Providing & applying evenly priming coat 62.10 Rupees Sixty Smt

with bitumen Emulsion (SS1) on prepared Two And Paise

surface of granular base including cleaning Ten Only

of road surface and sparying primer at

the rate of 7.50 Kg. / 10 Smt using using

mechanical means

9 2579.58 Providing 150mm thick compacted side 600.24 Rupees Six Cmt

shoulder of quarry spall on road site Hundred And

including collection of material spreading, Paise Twenty

rolling of watering etc. complete as Four Only

10 2332.16 Providing and laying bituminous grout base 1877.30 Rupees One MT

course 50 mm compacted thi. using B.T. Thousand

stone aggregates as per required gradation Eight Hundred

with the emulsion asphalt VG-30 grade for Seventy Seven

tack coat 2.50Kg/10 Smt on B.T.Surfcae and And Paise

asphalt VG-30 grade for mixing @ 1.99 % Thirty Only

i.e. 19.90 kg./ MT by weight of mix incl.

heating and mixing in drum mix plant

transporting the mix , spreading the same

by pavers finisher and consolidation as per

MORTH specification incl. cost of all

materials fuels, labors, tools and plant etc.

using contractors own drum mix plant etc.

comp. etc. comp. (RA - 6A)

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 2726.50 Providing and laying 50.00 mm thick 2455.54 Rupees Two MT

compacted bitumenous macadam (BM) Thousand Four

using crushed stone aggregate as per Hundred Fifty

MORT & H gradation and Emulsion (RS-1) Five And Paise

for tack coat @ 2.5 kg/10smt. & VG-30 Fifty 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 by

continuous batch mix plant and

transporting the mix and spreading the

same by 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

12 1424.09 Providing and laying 25mm thick Semi 3072.19 Rupees Three MT

Dense Bituminous Concrete with using Thousand

crushed stone aggregate as per MORT & H Seventy Two

gradation using Bulk, asphalt Grade VG-30 And Paise

for mixing @ 50.00 Kg / M.T. i.e. 5.0 % by Nineteen Only

weight of total mix including heating and

mixing the aggregate and asphalt by

continuous of drum mix plant and hot laid

process laying with paver finisher and

consolidation with roller as per M.O.R.T. &

H. specification to achieve desire density,

including cost all materials, equipments,

tools and plants, oil, kerosene, firewood,

labour charges etc. complete using

contractor's own machineries, drum mix

plant and paver finisher etc. complete.(RA -

13 4.00 Dismentaling the existing Concrete 5050.00 Rupees Five Cmt

structure with Pipe including removing and Thousand Fifty

stacking the dismentelled material as and Only

there directed.

14 4.00 Diversion of water course, providing 5050.00 Rupees Five Cmt

earthwork as may be necessary for Thousand Fifty

foundation and maintaining the same for Only

the period as may be necessary.

15 852.43 Excavation for foundation upto 1.5 m depth 122.93 Rupees One Cmt

including sorting out and stacking of Hundred

useful materials and disposing off the Twenty Two

excavated stuff upto 50 Meter lead.(A) And Paise

Loose or soft soil Ninety Three

16 451.39 Providing and filling in foundation with 3327.08 Rupees Three Cmt

ordinary Cement concrete M-100 mix and Thousand

providing necessary vertical pin headers Three Hundred

including formwork, vibrating, ramming Twenty Seven

and curing 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

17 1616.17 Providing and laying in position Ready 4428.85 Rupees Four Cmt

Mixed M-150 grade concrete for Thousand Four

Curtain/Protection Wall , using cement Hundred

content as per approved Design Mix Twenty Eight

manufactured in fully automatic batching And Paise

plant and transported to site of work in Eighty Five

transit mixer for a lead up to 10 kms having Only

continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to

site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures

in recommended proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

18 125.00 Supplying and fixing reinforced concrete 6621.25 Rupees Six Rmt

heavy duty non-pressure pipes with collars Thousand Six

for culverts including setting and joining the Hundred

pipes in C.M. 1:2 watering and laying (To Twenty One

level of slops of I.S. 458 / 1971 Class NP4 of And Paise

following internal diameter. (vi) 1200 mm Twenty Five

19 78.33 Providing and placing in position FE 73858.69 Rupees MT

500/500D TMT bar reinforcement including Seventy Three

cutting, bending, hooking, and tying Thousand

complete as per detailed drawing.(A) Solid Eight Hundred

Slab, Dirt Wall Fifty Eight And

20 1432.00 Providing & laying weep hole in 86.69 Rupees Eighty Nos.

Aburtments, and returns by using A.C. pipe Six And Paise

of 100mm including laying in proper grede Sixty Nine Only

and jointing the completed as per detailed

21 183.88 Distempering with dry distemper of 66.32 Rupees Sixty Smt

approved brand and manufacture (Three Six And Paise

coats) and of required shade on wall Thirty Two Only

surfaces of given an even shade, over and

including a priming coat of whiting after

thoroughly brooming the surface free from

mortar 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

22 106.04 Demolition and disposal of unserviceable 1082.34 Rupees One Cmt

materials with all lead and lift.(i) concrete. Thousand

23 2144.12 Excavation for foundation in sand, gravel, 511.11 Rupees Five Cmt

clay soft soils and murrum etc. including Hundred

shoring, strutting dewatering as necessary Eleven And

and disposing of the excavated stuff as Paise Eleven

directed.(A) Depth upto 3.0m Only

24 356.40 Providing and laying in position Ready 4780.33 Rupees Four Cmt

Mixed M-250 grade concrete for R.C.C. Raft Thousand

and cut-off walls including necessary Seven Hundred

shuttering laying, vibrating, ramming and Eighty And

curing complete, using cement content as Paise Thirty

per approved Design Mix manufactured in Three Only

fully automatic batching plant and

transported to site of work in transit mixer

for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix

design of specified grade for reinforced

cement concrete work including pumping

of R.M.C. from transit mixer to site of

laying, excluding reinforcement including

cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be

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

25 391.50 Providing and laying in position Ready 5317.65 Rupees Five Cmt

Mixed M-250 grade concrete for R.C.C. Thousand

return as per drawings including centering Three Hundred

shuttering, scaffolding where necessary, Seventeen And

laying vibrating, curing and finishing Paise Sixty Five

complete.(A) Height from 0.0 to 5.0 M. (1) Only

Piers (2) Abutment (3) RCC return , using

cement content as per approved Design

Mix manufactured in fully automatic

batching plant and transported to site of

work in transit mixer for a lead up to

kms having continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced cement

concrete work including pumping of R.M.C.

from transit mixer to site of laying,

excluding reinforcement including cost of

admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

26 541.44 Providing and laying - Fitter Media 600mm 1239.35 Rupees One Smt

thick directed at the back of abutments, Thousand Two

returns and wing walls as per detailed Hundred Thirty

specifications. Nine And Paise

Thirty Five 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

27 196.04 Providing and laying in position Ready 4708.62 Rupees Four Cmt

Mixed M-400 grade concrete for R.C.C. Thousand

Wearing Coat including tamping, vibrating, Seven Hundred

finishing, curing and fillingin joints with Eight And

bitumen complete, using cement content Paise Sixty Two

as per approved Design Mix manufactured Only

in fully automatic batching plant and

transported to site of work in transit mixer

for a lead up to 10 kms having continuous

agitated mixer,Vaccum Dewatering system

including using vaccum dewatering

machine mechanical, vibrator, mechanical

floater & mechanical trovel for finishing'

manufactured as per mix design of

specified grade for reinforced cement

concrete work including pumping of R.M.C.

from transit mixer to site of laying,

including the cost of centering shuttering

finishing and reinforcement including cost

of admixtures in recommended

proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer -

in - charge. Without Fly Ash

28 591.02 Providing and laying rubble for appron 1083.81 Rupees One Cmt

(each stone weighting not less than 40Kg.) Thousand

including and packing and filing in the Eighty Three

interestices with quarry-spalls And Paise

29 1304.93 Filling available excavated earth 136.91 Rupees One Cmt

(excluding rock) in trenches. plinth, Hundred Thirty

sides of foundations etc. in layers not Six And Paise

exceeding 20 cm. in depth consolidating Ninety One

each disposited layer by ramming and Only

30 340.00 Providing and fixing Pre Cast indicator 666.60 Rupees Six Nos.

stone of size 15 cm x 15 cm x 120 cm Hundred Sixty

precast in R.C.C. 15 Grade concrete with Six And Paise

necessary reinforcement as given in Sixty Only

drawing fixed in C.C. 1:4:8 block of size 40 x

40 x 50 cm with necessary excavation

including white round reflector (inbuilt)

cm dia with three coats of oil paint as per

31 265.00 Providing and Fixing GUARD STONE as per 350.80 Rupees Three Nos.

I.R.C.type design including white washing Hundred Fifty

etc complete. And Paise

Fixing in C.C 1:5:10 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

32 10.00 Providing and fixing ordinary Kilometer 1293.39 Rupees One Nos.

stone of precast C.C. 1:2:4 including Thousand Two

necessary reinforcement as per I.R.C. type Hundred

design in C.C. 1:4:8 including letter and Ninety Three

paints etc. complete (For N.H., S.H. and And Paise

M.D.R.) Thirty Nine

33 4.00 Providing and fixing 5th Kilometer stone of 1935.15 Rupees One Nos.

precast C.C. 1:2:4 including necessary Thousand Nine

reinforcement as per I.R.C. type design in Hundred Thirty

C.C. 1:4:8 including painting,lettering etc. Five And Paise

complete (For N.H., S.H. and M.D.R.) Fifteen Only

34 56.00 Providing and fixing Pre Cast Hectometer as 356.50 Rupees Three Nos.

per I.R.C. type design including painting, Hundred Fifty

lettering etc. complete.(ii) Fixing in C.C. Six And Paise

1:5:10 Fifty Only

35 937.00 Supplying and fixing cat eye (Stimsonite) 375.72 Rupees Three Nos.

made out from Acrilo beautile sterine Hundred

injuction high compressed molding with Seventy Five

reflector made of MMC (prismatic type of And Paise

size 12cm x 6cm x 2.5cm) provided with Seventy Two

bituminous adhesive 100g. with each unit Only

for fixing. (High Intensity grade)

36 2510.00 Road Marking with Hot Applied 367.72 Rupees Three Smt

Thermoplastic compound with Hundred Sixty

Reflectorising Glass Bends on Bituminious Seven And

surface. Paise Seventy

Providing and laying of hot applied Two Only

thermoplastic compound 2.5 mm. thick

including reflectorising glass beads @

gms per sqm. area. Thickness of 2.5 mm is

exclusive of surface applied glass beads as

per IRC:35. The Finished surface to be level.

Uniform and free from streaks and holes.

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

37 15.00 Cautionary Warning sign :- Providing and 5077.27 Rupees Five Nos.

fixing sign board maid out of using 2mm Thousand

alluminum / 4mm ACP (alluminum Seventy Seven

composite pannel), size 90 x 90 x 90cms. And Paise

eqilateral trengle as per design of IRC - 67- Twenty Seven

2012 design. pre treated with phosphting Only

process and acid etchi : coate with one

epoxy primer and two coats fo best quality

epoxy paint : reflectorised with micro

prismatic grade retro refiectivesheeting of

type - 11 as per ASTM D - 4956 and latest

MOST 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;

pained with bestquallty epoxy coatings in

black and white bends. The details of

symbor foreach board shall be as per

theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of 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 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 -

38 8.00 Village Name Sign; providing and fixing sign 6313.51 Rupees Six Nos.

boards made out of 2mm aluminium sheet/ Thousand

4mm ACP (Aluminum Composite panel ) Three Hundred

size 90 x 60 cms rectangular as per design Thirteen And

of IRC - 67-2012. Pre trated with Paise Fifty One

phospheting procss & acid etching ; coated Only

with one coat of epoxy primer and two

coats of best quality epoxy paint ;

replectorised with micro prismatic grade

retro refiectivesheeting of type - 11 as per

ASTM D - 4956 and latest MOST

specification; 4.0mtr long (2 nos) stand post

of 75 x 75 x 6mm /65 NB circular MS pipe

as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm

painted with bestquality epoxy coatings in

black and white bends. The details of

symbol for each board shall be as per the

instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of 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 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

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 4.00 Direction (Junction) Sign; providing and 26572.09 Rupees Twenty Nos.

fixing sign boards made out of 2mm Six Thousand

aluminium sheet/ 4mm ACP (Aluminum Five Hundred

Composite panel ) size 244 x 122 cms Seventy Two

rectangular as per design of IRC - 67-2012. And Paise Nine

Pre trated with phospheting procss & acid Only

etching ; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; replectorised with micro prismatic

grade retro refiectivesheeting of type -

as per ASTM D - 4956 and latest MOST

specification; 4.0mtr long (2 nos) stand post

of 75 x 75 x 6mm /65 NB circular MS pipe

as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm

painted with bestquality epoxy coatings in

black and white bends. The details of

symbol for each board shall be as per the

instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of 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 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

40 4.00 Distance Informatory / Destination Sign; 20918.11 Rupees Twenty Nos.

providing and fixing sign boards made out Thousand Nine

of 2mm aluminium sheet/ 4mm ACP Hundred

(Aluminum Composite panel ) size 180 x Eighteen And

120 cms rectangular as per design of IRC - Paise Eleven

67-2012. Pre trated with phospheting Only

procss & acid etching ; coated with one

coat of epoxy primer and two coats of best

quality epoxy paint ; replectorised with

micro prismatic grade retro

refiectivesheeting of type - 11 as per ASTM

D - 4956 and latest MOST specification;

4.0mtr long (2 nos) stand post of 75 x 75 x

6mm /65 NB circular MS pipe as required

and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm painted with

bestquality epoxy coatings in black and

white bends. The details of symbol for each

board shall be as per the instruction of

engineer in charge. The fixing at site shall

be in 1:2:4 CC block of 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 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 -

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

41 12.00 STOP Sign :-Providing and fixing sign boards 7213.42 Rupees Seven Nos.

made out of 2mm aluminium sheet / 4mm Thousand Two

ACP (Aluminum composite Panel); size 90 Hundred

cms. Octagonal as per design of IRC-67- Thirteen And

2012. Pre treated with phospheting process Paise Forty

& acid etching; coated with one coat of Two Only

epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and

white bends. The details of symbol for each

board shall be as per the instruction of

engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of

engineer in charge. A warranty for 7 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. (B) Class-C

Type-4 Retro Reflective sheeting.

42 40.00 Hazard Marker Sign :-Providing and fixing 3666.30 Rupees Three Nos.

sign boards made out of 2.0 mm aluminium Thousand Six

sheet / 4 mm ACP (Aluminum composite Hundred Sixty

Panel); size 90x30 cms. rectangular as per Six And Paise

design of IRC-67-2012. Pre treated with Thirty Only

phospheting process & acid etching; coated

with one coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 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 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

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

43 540.00 Type - B, "THRIE" : Metal Beam Crash 4185.44 Rupees Four Rmt

Barrier (Providing and erecting a "Thrie" Thousand One

metal beam crash barrier comprising of 3 Hundred

mm thick corrugated sheet metal beam rail, Eighty Five

85 cm above road/ground level, fixed on And Paise

ISMC series channel vertical post, 150 x 75 x Forty Four Only

5 mm spaced 2 m centre to centre, 2 m

high with 1.15 m below ground level, all

steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a space of

channel section 150 x 75 x 5 mm, 546 mm

long complete as per clause 811)

Rupees Seven Crore Six Lakh(s) Fifty Eight Thousand One Hundred Seventy Five And Paise

*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.

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

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Signature of Contractor Executive Engineer

R&B Division, Bhuj