Resurfacing of Jakhotra-Charnaka-Fangali road Ch 0/0 to 19/300 (Proposed 0/0 to 8/130 km) Ta-Santalpur, Dist-Patan (ODR)

NAME OF WORK :- Resurfacing of Jakhotra-Charnaka-Fangali road Ch 0/0 to 19/300 (Proposed 0/0 to

8/130 km) Ta-Santalpur, Dist-Patan (ODR) (Pro. 50mm BM, 25 mm SDBC,CC WORKS, Road

Furnishing,C.D.Work)

BILL OF QUANTITY

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

1 4724.000 Box cutting the road surface to proper slope 114.44 Rupees One Cum

and camber for marking a base for road work Hundred

including removing excavated stuff and Fourteen And

disposing on the road side slope as directed Paise Forty Four

within 50 mt lead. Only

2 22219.000 Scarifying gravelled macadam or bitumen 43.58 Rupees Forty Smt

macadam surface 6 cm to 10 cm.depth Three And Paise

including stacking useful materials on road side Fifty Eight Only

and disposing off remaining stuff.

3 3375.000 Providing and Laying 250mm thick 1143.32 Rupees One Cum

(125mm+125mm) Granular Sub base course in Thousand One

single layers as per gradation made of natural Hundred Forty

unscreened gravel & sand in proper propertion Three And Paise

as directed including spreading, watering & Thirty Two Only

rolling with vibrator roller as directed

4 4544.000 Providing and laying, spreading and 2816.89 Rupees Two Cum

compacting 150mm thick graded stone Thousand Eight

aggregate to Wet Mix Macadam (W.M.M.) Hundred

specification including premixing the material Sixteen And

with water at OMC in mechanical mix plant Paise Eighty

carriage of mixed material by tipper to site, Nine Only

laying in uniform layers with mechanical means

Paver Finisher in sub-base /base course on

well prepared surface and compacting with

vibratory roller to achieve the desired density.

5 11981.000 Providing and laying evenly priming coat using 67.29 Rupees Sixty Smt

low viscocity liquid bituminious emulsion SS1 Seven And

of IS 8887 materials at the rate of 7.5 Kg / 10 Paise Twenty

Sq.M. on road surface using emulsion pressure Nine Only

sprayer etc complete including the cost of all

labour and materials

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

6 3647.000 Providing and laying 50.00 mm. thick 3884.46 Rupees Three M.T.

bitumenous macadam with using asphalt VG- Thousand Eight

30 for tack coat at the rate of 2.50kg./10 Hundred Eighty

sqm. using crushed stone aggregate as per Four And Paise

MORT & H gradation and Viscocity grade of Forty Six Only

VG - 30 grade for mixing bitumen at the rate

of 3.40% by weight of total mix ( ie 34 kg. /

MTon of mix ) including heating &mixing the

asphalt and aggregates by in drum mix

plant and transporting the mix and

spreading the same by sensor paver finisher

and consolidation with vibratory road roller

including providing and laying uniformly tack

coat and using using contractor's own

machinaries drum mix plant & sensor paver

finisher etc complete.

7 1906.000 Providing & laying 25 mm. thick compacted 4577.32 Rupees Four M.T.

SDBC with B.T. Stone chips as per MORT&H Thousand Five

gradation & specification with bulk asphalt VG- Hundred

30 for mixing at the rate of 50.00 Kg./MT by wt. Seventy Seven

of total mix i.e.(5.00% by weight of total mix) And Paise Thirty

incl. heating the asphalt & aggregates by drum Two Only

mix plant & spreading the same by paver

finisher incl. rolling & Consolidation with 10-12

tonnes vibratory & paver roller & pro. all

materials, equipments, tools and plants, fire

wood, oil, kerosene, labour charges etc and

using contractor's own machinaries drum mix

plant & sensor paver paver finisher etc

8 1220.000 Providing and laying Compacted 100 mm thick 2296.74 Rupees Two Cum

of Specified quarry Spall in side shoulder Thousand Two

including carraige of material and spreading on Hundred Ninety

prepared base including compacting as per Six And Paise

MOST Specification etc... complete. Seventy Four

9 2807.000 Earthwork for embankment including breaking 186.39 Rupees One Cum

clods, dressing with all lead and lift and Hundred Eighty

including watering rolling and consolidation of Six And Paise

subgrade in layers at O.M.C. to required dry Thirty Nine Only

density including filling the depression which

occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM.

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

10 620.000 Providing and laying controlled cement 4959.10 Rupees Four Cum

concrete M.300 and curing complete including Thousand Nine

the cost of formwork and reinforcement for Hundred Fifty

reinforced concrete work in C.C.Road with Nine And Paise

concrete floor Hardener material 5 Kg. / Sqm Ten Only

for reinforced cement concrete work including

finishing with a floating coat of neat cement

and by trimix method.

11 23116.000 Providing TMT Bar FE 500D reinforcement for 77.29 Rupees Seventy Kg

R.C.C. work including bending, binding and Seven And

placing in position complete upto floor two level Paise Twenty

12 243.000 Excavation for foundation upto 1.5 m depth 128.79 Rupees One Cum

including sorting out and stacking of useful Hundred Twenty

materials and disposing off the excavated stuff Eight And Paise

upto 50 Meter lead.(A) Loose or soft soil Seventy Nine

13 270.000 Supplying and fixing reinforced concrete heavy 1190.05 Rupees One Rmt

duty non-pressure pipes with collars for Thousand One

culverts carrying heavy traffic as per IS 458- Hundred Ninety

1991 specifications including setting the pipes And Paise Five

in C.M. 1:2 watering and laying (to level or Only

slopes) of class NP3 of following

internaldaimeters.

(ii) 450mm dia.

14 1205.000 EXCAVATION for foundation upto 3.00 535.45 Rupees Five Cmt

Mt. depth including sorting out and Hundred Thirty

stacking of useful materials and disposing Five And Paise

of the excavated stuff upto 100 Meter Forty Five Only

lead.dense and hard soil.

15 92.000 Providing and filling in foundation with cement 3147.48 Rupees Three Cmt

concrete M 100 mix and providing necessary Thousand One

vertical pin headers including Hundred Forty

formwork,vibrating,ramming and curing Seven And

complete. Paise Forty

16 482.000 Providing and filling in foundation with cement 3887.57 Rupees Three Cmt

concrete M 200 mix and providing necessary Thousand Eight

vertical pin headers including Hundred Eighty

formwork,vibrating,ramming and curing Seven And

complet. Paise Fifty

17 90.000 Supplying and fixing reinforced concrete 3469.26 Rupees Three Rmt

heavy duty non pressure pipes with collars Thousand Four

for culverts including setting and jointing the Hundred Sixty

pipes in cm 1:2 watering and laying (To Nine And Paise

level of slope ) of I.S class NP-3 casted by Twenty Six Only

vertically vibrated technology of following

internal diameters. in 900 mm dia.

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

18 190.000 Providing and laying weep hole in abutment 90.83 Rupees Ninety Nos.

and returning by using A.C. pipes of 100mm And Paise

diameter including laying in proper grade Eighty Three

and jointing etc. complete as per detailed Only

specifications.

19 319.000 Providing Yellow and Black Patta ( three coat) 97.48 Rupees Ninety Smt

including distempeing (Three coats) with oil Seven And

bound distemper of approved brand and Paise Forty

manufacture and of required shade on wall Eight Only

surfaces to give an even shade, over and

including a priming coat with distemper primer

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 Inchare.

20 625.000 Providing Diversion of Road 3.75 mt width 1129.18 Rupees One Rmt

(having 5.75 mt Formation width) for Structure Thousand One

by Providing & spreding Earth Work, 200 mm Hundred Twenty

GSB, 100 mm wmm, The length of Road is Nine And Paise

Depend on site condition etc as directed by Eighteen Only

Engineer in charge .

21 19.130 Demolition incliding Stacking of serviceable 1133.89 Rupees One Cum

materials and disposal of unserviceable Thousand One

materials with all lead and Lift(i) R.C.C Work Hundred Thirty

Three And Paise

22 60.000 Dismentling NP2 900 mm dia pipes including 101.00 Rupees One Rmt

stacking the materials with all lead and lift for Hundred One

any dia of pipe Only

23 9.000 Demolition of Brick work and stone masonry 589.70 Rupees Five Cum

including stacking of serviceable materilas and Hundred Eighty

disposal of unserviceable materials with all Nine And Paise

lead and lift.(ii) In Cement Mortar. Seventy Only

24 257.000 Providing and casting in-situ controlled cement 4374.86 Rupees Four Cmt

concrete M 200 for R.C.C raft and cut off walls Thousand Three

including necessary shuttering, laying vibrating, Hundred

ramming and curing complete. Seventy Four

Eighty Six Only

25 389.000 Providing and casting in situ Ordinary cement 3573.53 Rupees Three Cmt

concrete M-150 for R.C.C. Raft and cut-off Thousand Five

walls including necessary shuttering laying, Hundred

vibrating, ramming and curing complete. Seventy Three

And Paise Fifty

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

26 60.000 Supplying and fixing reinforced concrete heavy 5560.01 Rupees Five Rmt

duty non-pressure pipes with collars for Thousand Five

culverts carrying heavy traffic as per IS 458- Hundred Sixty

1991 specifications including setting the pipes And Paise One

in C.M. 1:2 watering and laying (to level or Only

slopes) of class NP3 of following internal

daimeters.(v) 1200mm dia.

27 6.000 Direction (Junction) Sign :-Providing and fixing 21287.51 Rupees Twenty No.

sign boards made out of 2mm aluminium sheet One Thousand

size 244x122 cms. rectangular as per design of Two Hundred

IRC-67-2012. Pre treated with phospheting Eighty Seven

process & acid etching; coated with one coat of And Paise Fifty

epoxy primer and two coats of best quality One Only

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; 4.0mtr (2 Nos.) long

stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x5mm; 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

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

28 30.000 Regulatory / Mandatory Sign :-Providing and 3540.12 Rupees Three No

fixing sign boards made out of 2mm aluminium Thousand Five

sheet size 60 cms. Dia Circle as per design of Hundred Forty

IRC-67-2012. Pre treated with phospheting And Paise

process & acid etching; coated with one coat of Twelve 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 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 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)

29 30.000 Cautionary Warning Sign :-Providing and fixing 3906.19 Rupees Three No

sign boards made out of 2mm aluminium sheet Thousand Nine

size 90 x 90 x 90 cms. equilateral triangle as Hundred Six

per design of IRC-67-2012. Pre treated with And Paise

phospheting process & acid etching; coated Nineteen Only

with one coat of 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 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 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

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

30 6.000 Village name Sign :-Providing and fixing sign 6397.43 Rupees Six No

boards made out of 2mm aluminium sheet size Thousand Three

90x60 cms. rectangular as per design of IRC- Hundred Ninety

67-2012. Pre treated with phospheting process Seven And

& acid etching; coated with one coat of epoxy Paise Forty

primer and two coats of best quality epoxy Three Only

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

of Iron Angle 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 / 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 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

31 20.000 Hazard Marker Sign :-Providing and fixing sign 3518.69 Rupees Three No.

boards made out of 2.0 mm aluminium sheet Thousand Five

size 90x30 cms. rectangular as per design of Hundred

IRC-67-2012. Pre treated with phospheting Eighteen And

process & acid etching; coated with one coat of Paise Sixty Nine

epoxy primer and two coats of best quality Only

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; 1.8mtr long stand post

of Iron Angle 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 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)

32 7.000 Providing and fixing ordinary kilometer stone of 891.53 Rupees Eight No.

approved hard stone as per I. R. C. type design Hundred Ninety

in C. C. 1 : 4 : 8 including painting and lettering One And Paise

etc. complete (For N. H., S. H. and M. D. R.) Fifty Three Only

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

33 1.000 Providing and fixing 5th Kilometer stone of 1175.56 Rupees One No

approved hard stone as per I.R.C. type design Thousand One

in C.C. 1:4:8 including painting and lettering Hundred

etc. complete (For N.H., S.H. and M.D.R.) Seventy Five

And Paise Fifty

34 33.000 Providing and fixing hectometer as per I. R. C. 356.50 Rupees Three No.

type design including painting lettering etc. Hundred Fifty

complete Six And Paise

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

35 317.000 Cat Eye / Road stud / RPM supplying of 326.23 Rupees Three No

molded Twin shanks raised pavement markers Hundred Twenty

made of polycarbonate and ABS moulded body Six And Paise

and reflective panels with micro prismatic lens Twenty Three

(No Glass bead lens) capable of providing total Only

internal reflection of the light entering the lens

face and shall support a load 13635 kgs. tested

in accordance to ASTM D 4280 type H and

complying to specifications of category A of

MORTH Circular No RW/NH/33023/10-97-00

Dt-11-06-1997. The height width and length

shall not exceed 20 mm, 130 mm and 130 mm

and with minimum reflective area of 13 sqcm

on each side and the slope to the base shall be

35+/ -5 degree.The strength of detachment of

the intergated cylirdrical shanks. (Of diameter

not less than 19+/ -2 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 adhesive as per manufacture's

recommendation and the color of the marker

should be as per the IRC 35-2015 and as

directed by Engineer incharge.

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

36 146.000 Road Marking with Hot Applied Thermoplastic 367.72 Rupees Three Smt

paints with Reflectorising Glass Bends on Hundred Sixty

Bituminious surface.Providing and laying a hot Seven And

applied thermoplastic compound 2.5 mm. thick Paise Seventy

including reflectorising glass beads @ 250 gms Two Only

per sqm. area. Thickness of 2.5 mm is

excluding of surface applied glass beads as

per IRC:35. 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

shall be min 130 mcd /m2/lux and asphalt road

shall be min 100 mcd / m2 / lux during the

service life during the day line.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 reflective

should be two years.

37 60.000 Chevron Sign (Double):Providing and fixing 5255.03 Rupees Five No

sign boards made out of 1.5mm aluminium Thousand Two

sheet size 60x50cm rectangular as per design Hundred Fifty

of IRC-67-2012. Pre treated with phospheting Five And Paise

process & acid etching; coated with one coat of Three 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; 3.3 mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of35x35x3mm; 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 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

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

38 451.000 Providing and erecting a "Thrie" W - metal 3653.17 Rupees Three Rmt

beam crash barrier comprising of 3 mm thick Thousand Six

corrugated sheet metal beam rail, 85 cm above Hundred Fifty

road/ground level, fixed on ISMC series Three And Paise

channel vertical post, 150 x 75 x 5 mm spaced Seventeen Only

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 810 including

butt welding to all nuts & bolts & including

mm 100 mm wide & 4.5 m long, type -4 class B

High intensity Grade Sheeting RADIUM STRIP

as per IRC 67:2012 etc. complete as per

instruction of Engineer In Charge. Also radium

red/yellow colour strip of size 100 x 300 mm

shall be fixed on vertical front side of post for

better night visibility. The spacer,post, thrie

beam raill shall be Cold roll formed & Total =

Credit for Dismental material Rs.68899.17 will be deduct from R.A.Bill (Fix Deduction)

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and words ) of the

tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division

Radhanpur Patan