Resurfacing & Strengthening of Shankheshwar –Becharaji Road Km. 0/00 to 17/00 (SH) (Pro.50 mm DBM, 30 mm BC, Road Furnishing, Protection Wall, C.D.Work)

NAME OF WORK :- Resurfacing & Strengthening of Shankheshwar-Becharaji Road Km. 0/00 to 17/00

(SH) (Pro.50 mm DBM,30 mm BC,Road Furnishing,Protection Wall 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

1 775.000 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 108500.000 Dismentaling of Flexible pavements gravelled 39.62 Rupees Thirty Smt

macadam or bitumen macadam surface 6 cm Nine And Paise

to 10 cm.depth including stacking useful Sixty Two Only

materials on road side and disposing off

remaining stuff.

3 17947.000 Construction of granular sub-base (Gr : I) by 2045.25 Rupees Two Cum

providing coarse graded material spreading in Thousand Forty

uniform layers with motor grader on prepared Five And Paise

surface, mixing by mix in place method with Twenty Five

front end loader at at OMC, and compacting Only

with vibratory roller to achieve the desired

density, complete as per clause 401. (Table:-

400- 2) Grading : I

4 261.000 Providing and laying 150 mm thick W.B.M. of 2604.79 Rupees Two Cum

Grading-II, in two layers each of 75mm using Thousand Six

B.T.M.C. metal of size 45mm to 63mm in layers Hundred Four

including 13% stone screening 13.2mm size And Paise

and 7% stone dust as filler, including Seventy Nine

spreading, watering and cosolidation by Only

vibratory roller as per MoRTH specifications

etc. complete as directed by Engineer-in-

5 28273.000 Providing and laying Spreading and 2142.34 Rupees Two Cum

compacting graded stone aggregate to Wet mix Thousand One

macadam (W.M.M.) as per MORT&H Hundred Forty

specification incl. premixing the material with Two And Paise

water to O.M.C. in mechanical mix plant. Thirty Four Only

Carriage of mixed material by tipper to site,

laying in uniform layers with mechanical Paver

in sub base, base course on well prepared

surface and compacting with vibratory roller to

achieves the desired density.

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

6 109472.000 Providing and laying evenly priming coat using 110.79 Rupees One Sqm.

low viscocity liquid bituminious emulsion SS1 Hundred Ten

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

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

sprayer etc complete including the cost of all Only

labour and materials

7 13098.000 Providing & laying 50 mm thick compacted 5859.01 Rupees Five MT

D.B.M. with B.T. stone aggregates as per Thousand Eight

MoRT&H gradation & specification with asphalt Hundred Fifty

VG-30 for tack coat at the rate of 2.5 kg./ 10 Nine And Paise

sq.mt. with mechanical sprayer and bitumen One Only

grade ( VG - 30) for mixing at the rate of

kg./M.T. by weight of total mix i.e.( 4.5% by

weight of total mix ) including heating the

asphalt & agreegates by contineous Drum mix

plant & spreading the same by paver finisher

including rolling & consolidation with 10-12

tones vibratory and power roller & providing all

materials,equipments,tools & plants,fire

wood,oil,kerosene,labour charges etc.and

using contractors own machinaries Drum mix

plant & paver finisher etc.comp.

8 8201.000 Providing & laying 30 mm. thick Compacted 6532.68 Rupees Six MT

Asphaltic Concrete with BT aggregate as per Thousand Five

M.O.R.T.&H.gradation & asphalt grade VG-30 Hundred Thirty

for mixing at the rate of 55 Kg./M.T. i.e. 5.50% Two And Paise

of total weight of total mix including heating the Sixty Eight Only

aggregate & asphalt in continuous Drum mix

plant & spreading the same by paver finisher &

consolidation with vibratory roller & flushing

sand @ 0.30 Cum/ 100 Smt. including

providing all materials wquipments, tools &

plants, fire wood, oil, kerosene, labour charges

etc complete using constractors own machinery

Drum mix plant & paver finisher etc complete.

9 1494.000 Providing and laying Compacted 100 mm thick 1673.57 Rupees One Cum

of Specified quarry Spall in side shoulder Thousand Six

including carraige of material and spreading on Hundred

prepared base including compacting as per Seventy Three

MOST Specification etc... complete. And Paise Fifty

10 27895.000 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

11 6.800 Clearing and grabbing of road length including 28455.09 Rupees Twenty Hect

up rooting vegetable grass, bush, shrubs, Eight Thousand

saplings and threes of any size and any depth Four Hundred

including removal of stumps, disposal of Fifty Five And

unserviceable material and stacking of Paise Nine Only

serviceable material to 100 Mt. From road

boundary as per most specification clause

in (C) Avert. light jungle.

12 110.000 Providing and laying cement concrete 1:4:8 (1- 2660.31 Rupees Two Cum

Cement : 4- coarse sand : 8- hand broken Thousand Six

stone aggregates 40 mm nominal size) and Hundred Sixty

curing complete excluding cost of formwork in And Paise Thirty

(A) Foundation and Plinth One Only

13 2275.000 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.

14 71431.000 Providing TMT bar FE 500D reinforcement for 77.29 Rupees Seventy Kg

RCC work including bedding binding and Seven And

placing in position complete upto floor two Paise Twenty

level. Nine Only

15 12.000 Direction (Junction) Sign :-Providing and fixing 26572.09 Rupees Twenty No.

sign boards made out of 2mm aluminium sheet Six Thousand

/ 4mm ACP (Aluminum composite Panel); size Five Hundred

244x122 cms. rectangular as per design of IRC- Seventy Two

67-2012. Pre treated with phospheting process And Paise Nine

& acid etching; coated with one coat of epoxy Only

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 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

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

16 45.000 Regulatory / Mandatory Sign :-Providing and 4618.73 Rupees Four No

fixing sign boards made out of 2mm aluminium Thousand Six

sheet / 4mm ACP (Aluminum composite Hundred

Panel); size 60 cms Dia Circle as per design of Eighteen And

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

process & acid etching; coated with one coat of Three Only

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 for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

17 10.000 report Way

Give from third

Signparty test lab for

:-Providing andthe fixing

product sign 5077.27 Rupees Five No

boards made out of 2mm aluminium sheet / Thousand

4mm ACP (Aluminum composite Panel); size Seventy Seven

90 x 90 x 90 cms. equilateral triangle as per And Paise

design of IRC-67-2012. Pre treated with Twenty Seven

phospheting process & acid etching; coated Only

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 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

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

18 40.000 Cautionary Warning Sign :-Providing and fixing 5077.27 Rupees Five No

sign boards made out of 2mm aluminium sheet Thousand

/ 4mm ACP (Aluminum composite Panel); size Seventy Seven

90 x 90 x 90 cms. equilateral triangle as per And Paise

design of IRC-67-2012. Pre treated with Twenty Seven

phospheting process & acid etching; coated Only

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 for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

19 10.000 report from

Village NamethirdSign

party test lab forand

:-Providing the product

fixing sign 6313.51 Rupees Six No

boards made out of 2mm aluminium sheet / Thousand Three

4mm ACP (Aluminum composite Panel); size Hundred

90x60 cms. rectangular as per design of IRC- Thirteen And

67-2012. Pre treated with phospheting process Paise Fifty One

& acid etching; coated with one coat of epoxy Only

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

warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

20 50.000 Hazard Marker Sign :-Providing and fixing sign 3666.30 Rupees Three No.

boards made out of 2.0 mm aluminium sheet / Thousand Six

4 mm ACP (Aluminum composite Panel); size Hundred Sixty

90x30 cms. rectangular as per design of IRC- Six And Paise

67-2012. Pre treated with phospheting process Thirty Only

& 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

21 14.000 report fromand

Providing third party

fixing test labKilometer

ordinary for the product

stone of 1293.39 Rupees One No.

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

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

1:4:8 including letter and paints etc. complete Three And Paise

(For N.H., S.H. and M.D.R.) Thirty Nine Only

22 3.000 Providing and fixing 5th Kilometer stone of 1935.15 Rupees One No

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

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

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

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

23 68.000 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

24 182.000 Providing and fixing guard stone as per I.R.C. 350.80 Rupees Three No.

type design including white washing etc. Hundred Fifty

complete.(ii) Fixing in C.C. 1:5:10 And Paise

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

25 3076.000 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.

26 6926.000 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.

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

27 90.000 Chevron Sign (Double) :-Providing and fixing 6322.60 Rupees Six No

sign boards made out of 1.5mm aluminium Thousand Three

sheet / 3mm ACP (Aluminum composite Hundred Twenty

Panel); size 60x50 cm as per design of IRC-67- Two And Paise

2012. Pre treated with phospheting process & Sixty Only

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; 3.3 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 for

the Retro reflective sheeting from originaa

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

28 410.000 Providing and erecting a "Thrie" W - metal 4437.94 Rupees Four Rmt

beam crash barrier comprising of 3 mm thick Thousand Four

corrugated sheet metal beam rail, 85 cm above Hundred Thirty

road/ground level, fixed on ISMC series Seven And

channel vertical post, 150 x 75 x 5 mm spaced Paise Ninety

2 m centre to centre, 2 m high with 1.15 m Four Only

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 &

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

29 6.000 STOP Sign :-Providing and fixing sign boards 7213.42 Rupees Seven No

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

(Aluminum composite Panel); size 90 cms Hundred

Octagone as per design of IRC-67-2012. Pre Thirteen And

treated with phospheting process & acid Paise Forty Two

etching; coated with one coat of epoxy primer Only

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

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

30 841.000 test lab for the

Excavation for product offered

foundation shall be

in sand, gravel, clay 535.45 Rupees Five Cum

soft soils and murrum etc. including shoring, Hundred Thirty

struttingde watering as necessary and Five And Paise

disposing of the excavated stuff as directed.(A) Forty Five Only

Depth upto 3.0 M. and lead upto 100 m

31 70.000 Providing and casting in-situ Ordinary cement 3573.53 Rupees Three Cum

concrete M 150 for R.C.C. Raft and cutwalls Thousand Five

as per drawing including shuttering, Hundred

scaffolding where necessary laying ,vibrating Seventy Three

,curring and finishing complete. And Paise Fifty

32 476.000 Providing and casting in-situ controlled cement 4480.58 Rupees Four Cum

concrete M 250 for R.C.C raft and cut off walls Thousand Four

including necessary shuttering, laying vibrating, Hundred Eighty

ramming and curing complete. And Paise Fifty

33 503.000 Providing and laying weep hole in abutment 90.83 Rupees Ninety No

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

diameter including laying in proper grade and Eighty Three

joining etc. complete as per detailed Only

34 262.000 Filling available excavated earth (excluding 137.47 Rupees One Cum

rock) in trenches. plinth, sides of Hundred Thirty

foundations etc. in layers not exceeding 20 cm. Seven And

in depth consolidating each disposited Paise Forty

layer by ramming and watering. Seven Only

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

35 170.000 Supplying and fixing reinforced concrete heavy 659.99 Rupees Six Rmt

duty non-pressure pipes with collars for Hundred Fifty

culverts carrying heavy traffic as per IS 458- Nine And Paise

1991 specifications including setting the pipes Ninety Nine

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

slopes) of class NP3 of following internal

daimeters.(i) 300mm dia.

36 100.000 Supplying and fixing reinforced concrete heavy 1968.38 Rupees One Rmt

duty non-pressure pipes with collars for Thousand Nine

culverts carrying heavy traffic as per IS 458- Hundred Sixty

1991 specifications including setting the pipes Eight And Paise

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

slopes) of class NP3 of following internal Only

daimeters.(iii) 600mm dia.

37 10.000 Constructing brick masonry chamber for 10436.38 Rupees Ten No

underground C.I. Inspection chamber and Thousand Four

bends with bricks having crushing strength not Hundred Thirty

less than 35Kg/ Cm2 in C.M. 1:5 C.I. cover with Six And Paise

frame (Light duty) 455mm x 610mm intenal Thirty Eight

dimensions total weight of cover with frame to Only

be not less than 38Kg. (Wt. of cover 23 Kg.)

and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded

stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(iii) Inside dimensions

600mm x 850 mm and 1.45 mtr deep for pipe

lines with three or more inlets.

38 45.000 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 formwork, Hundred Forty

vibrating, ramming and curing complete. Seven And

39 489.000 Providing and filling in foundation with cement 3517.53 Rupees Three Cmt

concrete M 150 mix and providing necessary Thousand Five

vertical pin headers including formwork, Hundred

vibrating, ramming and curing complet. Seventeen And

40 112.500 Supplying and fixing reinforced concrete heavy 3469.26 Rupees Three Rmt

duty non-pressure pipes with collars for Thousand Four

culverts carrying heavy traffic as per IS 458- Hundred Sixty

1991 specifications including setting the pipes Nine And Paise

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

slopes) of class NP3 of following internal

daimeters.(v) 900mm dia.

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

41 261.000 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.

42 225.000 Providing Diversion of Road 7.00 mt width 1577.62 Rupees One Rmt

(having 7.30 mt Formation width) for Structure Thousand Five

by Providing & spreding Earth Work, 150 mm Hundred

GSB,150 mm WMM, 20 MM MSS & removing Seventy Seven

after complition of work. The length of Road is And Paise Sixty

Depend on site condition etc as directed by Two Only

Engineer in charge.

43 65.000 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

Quantities Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

44 67.500 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

Credit for Dismental material Rs.12726.00 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