Work of Widening, Strengthening and Resurfacing of various road as and when required or in emergency under Jurisdiction of Bhachau sub division & Rapar sub division (Annual Rate Basis)

Name of work :-

Work of Widening, Strengthening and Resurfacing of various road as

and when required or in emergency under Juridicstion of Bhachau

sub division & Rapar sub division (Annual Rate Basis)

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 5663.00 Providing and laying 50mm thick 3079.49 Rupees Three MT

B.M with B.T Aggregate as per Thousand

MORT & H Specification & Seventy Nine

emulsion asphalt RS-1 for tack And Paise

coat @ 2.50 Kg./10 Smt with Forty Nine Only

mechanical sprayer & bitumen

Grade VG-30 for mixing @

Kg/MT i.e 3.4% of total mix

including heating the aggregate &

asphalt in drum mix plant and

spreading the same by paver

finisher & consolidation with

vibratory road roller including

providing all materials,

equipments, tools and plants, fire

wood, oil, kerosene, labour charges

etc. complete using contractor's

own machinery drum mix plant &

paver finisher etc. complete.

2 3450.00 Providing and laying 50 mm thick 3534.06 Rupees Three MT

compacted D.B.M with B.T. stone Thousand Five

aggregates as per MoRT&H Hundred Thirty

gradation & specification with Four And Paise

Emulsion (RS-1) for tack coat @ 2.5 Six Only

kg/10smt and bitumen grade VG-

30 for mixing at the rate of Min.

45.00kg/MT by weight of total mix

i.e (4.50 % by weight of total mix),

heating the asphalt VG-30 and

aggregates by continuous drum mix

plant & spreading the same by

paver finisher including rolling &

consolidation with vibratory and

power roller & providing all

materials, equipments, tools &

plants, fire wood, oil, kerosene,

labour charges etc. using

contractor's own machineries drum

mix plant and paver finisher etc.

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

3 2586.00 Providing and laying 25 mm thick 3712.30 Rupees Three MT

Semi Dense Bituminous Concrete Thousand

with B.T. aggregate as per M.O.R.T. Seven Hundred

& H. with mechanical sprayer and Twelve And

Bulk, asphalt Grade: VG-30 for Paise Thirty

mixing @ 50.00 KG. / M.T. i.e. 5.0 Only

% by 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 Vibratory 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.

4 2160.00 Providing and laying 30 mm thick 3974.01 Rupees Three MT

Bituminous Concrete with B.T. Thousand Nine

aggregate as per M.O.R.T. & H. Hundred

and using emulsion RS-1 as per IS Seventy Four

8887: for tack coat @ 2.50 KG. / 10 And Paise One

Sq.m. with mechanical sprayer and Only

asphalt Grade: VG-30 for mixing @

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 Vibratory 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.

5 4400.00 Providing and laying quarry spall of 1212.92 Rupees One Cum.

approved quality including Thousand Two

spreading, watering consolidation Hundred

with vibratory roller including Twelve And

loading and unloading etc. Paise Ninety

complete. Two 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

6 4200.00 Providing and laying Bituminous 2403.80 Rupees Two MT

Grout 75 mm thick compacted with Thousand Four

B.T. aggregate as per M.O.R.T. & H. Hundred Three

specification and using emulsion And Paise

(RS1) as per IS - 8887 for tack coat Eighty Only

@ 2.50 KG. / 10 Sq.m. with

mechanical sprayer and Bulk

asphalt VG-30 for mixing @

KG. / M.T. i.e. 1.99 % of total

weight of mix, including heating

and mixing asphalt and aggregate

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 achive desire

density, including cost of labour,

materials and plant, fuel, oil,

kerosene, labour charges etc.

complete using contractor's own

machinery drum mix plant and

paver finisher etc. complete.

7 7891.00 Construction of granular sub-base 1422.08 Rupees One Cum.

200mm thick layer by providing Thousand Four

machine crushed B.T. material Hundred

satisfying MORT&H specification Twenty Two

(Fifth revision) of grading III And Paise

including spreading in uniform Eight Only

layer with motor grader on

prepared surface, mixing by mix in

place method with rotavator at

OMC and compacting with

vibratory roller to achieve the

desired density etc. complete.

8 8119.00 Providing and laying 250 mm thick 1609.90 Rupees One Cum.

Wet mix macadam (W.M.M.) using Thousand Six

machine crushed black trap Hundred Nine

aggregate of 40 to 50 mm size in And Paise

the material as per MORT & H Ninety Only

specification including premixing

the material with water at OMC in

mechanical mix plant, carriage of

mixed material by tippers to site,

laying in uniform layers with paver

in sub base / base course on well

prepared surface and compacting

with vibratory roller to achieve the

desired density.

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 24655.00 Providing and applying priming 65.62 Rupees Sixty Sqm.

coat with emulsion SS1 grade at Five And Paise

the rate of 7.50 kg/ 10 Sq.mt. Sixty Two Only

including cost of asphalt and

preparing the surface heating, and

applying etc. complete.

10 0.56 Clearing and grubbing road land 28455.09 Rupees Twenty Ha

including uprooting trunk Eight

vegetation, grass bushes, shrubs, Thousand Four

saplings and tree girth up to 300 Hundred Fifty

mm, removal of stumps of trees cut Five And Paise

earlier and disposal of Nine Only

unserviceable materials (C) by

mechanical means in area of light

junglen area of light jungle

11 8337.00 Box cutting the road surface to 109.24 Rupees One Sqm.

proper slope and camber for Hundred Nine

making a base for excavated stuff And Paise

and depositing on the road side Twenty Four

slope as directed upto all . Only

12 14500.00 Scarifying gravelled macadam or 82.82 Rupees Eighty Sqm.

bitumen macadam surface 6cm to Two And Paise

10 cm depth including stacking Eighty Two Only

useful materials on road side

spreading the same in required

grade and camber with adding

fresh key aggregate 6mm to 10mm

nominal size at the rate of

cum / 10sqm of scarified area

including compacting with

vibratory roller and disposing of the

remaining stuff as directed.

13 468.00 Earthwork for embankment 169.27 Rupees One Cum.

including breaking clods, dressing Hundred Sixty

with all lead and lift (excluding Nine And Paise

watering and consolidation)(E) Twenty Seven

From Borrow area within 3.0 Km. Only

14 468.00 Rolling and watering of earth work 22.95 Rupees Twenty Cum.

in layers with power roller Two And Paise

including filling in depression Ninety Five

which occur during the process Only

15 7200.00 Earthwork in cutting including 584.59 Rupees Five Cum.

preparing the slope and camber Hundred

and stacking or utilising the Eighty Four

cutting stuff in bank as directed And Paise Fifty

upto 200 meters from the end of Nine Only

cutting with all lead and lift (III)

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

16 560.00 Excavating in situ soil and 588.83 Rupees Five Cum.

spreading available soil in the Hundred

subgrade on a prepared surface, Eighty Eight

pulverising, mixing and spread soil And Paise

in place with rotavator with 2 to 3 Eighty Three

% Slaked lime + 15 to 20 % Flyash, Only

Slaked lime having minimum

per cent of contents of CaO and

Flyash of required properties,

grading with hydraulic tractor

grader and compacting with the

smoooth wheel road roller at OMC

to achieve the desired density &

CBR to form a layer of improved

Sub grade as per Technical

Specification clause

17 679.00 Excavation for foundation up to 198.76 Rupees One Cum.

1.50 mt depth including sorting out Hundred

and stacking of useful material and Ninety Eight

disposing of the excavated stuff up And Paise

to 50 mt. lead (1) Loose or soft soil Seventy Six

18 891.00 Providing and filling in foundation 3327.08 Rupees Three Cum.

with ordinary cement concrete Thousand

M.100 mix and providing necessary Three Hundred

vertical pin headers including form Twenty Seven

work vibrating ramming and curing And Paise

complete. Eight Only

19 2631.25 Providing and casting in-situ 3903.13 Rupees Three Cum.

ordinary cement concrete M150 Thousand Nine

mix and providing necessary pin Hundred Three

headers including shuttering, And Paise

scaffolding, laying, vibrating and Thirteen Only

finishing without V-grooves ( A )

Height from 0.0 to 5 Mt.

20 105.00 Supplying and fixing reinforced 3904.47 Rupees Three Rmt

concrete heavy duty non pressure Thousand Nine

pipes with collars for culverts Hundred Four

including setting and joining the And Paise

pipes in C.M. 1:2 watering and Forty Seven

laying (to level or slope)of I.S. Only

458/1971 Class NP4 casted by

vertically vibrated technology of

following internal diameter. 900mm

21 105.00 Supplying and fixing reinforced 6621.25 Rupees Six Rmt

concrete heavy duty non pressure Thousand Six

pipes with collars for culverts Hundred

carrying heavy traffic as per IS 458- Twenty One

1991 specifications including And Paise

setting the pipes in C.M. 1:2 Twenty Five

watering and laying (to level or Only

slope)of class NP4 1200mm

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

22 202.00 Providing and filling sand around 504.42 Rupees Five Cum.

the pipe including hand packing Hundred Four

ramming, watering, filling measure And Paise

boxes etc. complete as directed. Forty Two Only

23 900.00 Providing Diversion of road 5.50 mt 4780.04 Rupees Four Rmt

width (Having 7.50 mt formation Thousand

width ) For structure by providing Seven Hundred

& spreading Earth work , 100 mm Eighty And

GSB-III, 100 mm GSB -V, 100 mm Paise Four Only

WMM ,BUSG Manually Width

Side shoulder and loose pipe. The

length of Road is depend on

24 900.00 Providing Diversion of road 5.50 mt 1990.54 Rupees One Rmt

width (Having 7.50 mt formation Thousand Nine

width ) For structure by providing Hundred

and laying 37.5 mm BM, 20 mm Ninety And

MSS. The length of Road is depend Paise Fifty

on site condition etc as directed by Four Only

Engineer in Charge .

25 700.00 Construction of dry lean cement 2469.45 Rupees Two Cum.

concrete Sub- base over a prepared Thousand Four

sub-grade with coarse and fine Hundred Sixty

aggregate conforming to IS: 383, Nine And Paise

the size of coarse aggregate not Forty Five Only

exceeding 25 mm, aggregate

cement ratio not to exceed 15:1,

aggregate gradation after blending

to be as per table 600-1, cement

content not to be less than 220 kg/

cum, optimum moisture content to

be determined during trial length

construction, concrete strength not

to be less than 10 Mpa at 7 days,

mixed in a batching plant,

transported to site, laid with a fixed

form paver or conventional method,

compacting with 8-10 tonnes

vibratory roller, finishing and

curing etc. cpmplete.

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 1400.00 Construction of un-reinforced, 5783.26 Rupees Five Cum.

dowel jointed, plain cement Thousand

concrete pavement over a prepared Seven Hundred

sub base with M30 grade concrete, Eighty Three

coarse and fine aggregate And Paise

conforming to IS 383, maximum Twenty Six 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

27 500.00 Providing and fixing pre-cast 706.93 Rupees Seven Sqm.

Rubber Dye / steel Dye inter Hundred Six

locking concrete block 60mm thick And Paise

with grade of concrete M300 Ninety Three

pnumatic compressed / vibrated Only

mechanically and as per approved

design Confirming to IS 15658 :

2006 including 35 mm Sand layer

for levelling and filling the joint

with sand in proper line and level

as per guidlines of IRC : SP 63-

2018 etc. Complete.

28 1050.00 Providing Laying and apreading 656.36 Rupees Six Cum.

granular materials available from Hundred Fifty

existing crust and adding fresh Six And Paise

machine crushed material in Thirty Six Only

required proportion so as to have

mix material gradation of GSB

grade I/II/III, mixing in place with

rotavator and grading with mortar

grader at OMC and compacted with

vibratory roller to achieve desired

density 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

29 4508.00 Providing and laying 20mm thick 4023.84 Rupees Four MT

Mix Seal Surface with tack coat @ Thousand

2.0 kg/10 sqm using B.T. chips as Twenty Three

per M.O.R.T. & H. gradation type A And Paise

and specification with VG-30 for Eighty Four

mixing @ 51.00 Kg / M.T. i.e. 5.1 % Only

of total weight of mix using

including heating and mixing the

aggregate and asphalt in

continuous of drum mix plant and

hot laid process spreading the

same by paver finisher and

consolidation with roller as per

M.O.R.T. & H. specification to

achieve desire density, including

providing all materials equipments,

tools and plants, fire wood, oil,

kerosene, labour charges etc.

complete using contractor's own

machinery, drum mix plant and

paver finisher etc. complete.

30 6125.00 Road marking with hot applied 367.72 Rupees Three Sqm.

thermoplastic paintswith Hundred Sixty

reflectorising glass beads on Seven And

bitumen surface providing and Paise Seventy

laying a hot applied thermoplastic Two Only

compound 2.5 mm thick including

reflectorising glass beads @

gms per sqm area, thickness of

mm 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 colour marking

should provide liminance

coefficient 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 time. The marking should meet

the performance criteria for night

time reflectivity wet reflectivity and

skid resistance as mentioned the

section 15 of IRC 35-2015

Warranty for the Retro reflectivity

should be two 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

31 7292.00 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

32 300.00 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

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 60.00 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

34 60.00 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

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

35 150.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three Nos.

fixing sign boards made out of Thousand Six

1.5mm aluminium sheet / 3mm Hundred Sixty

ACP (Aluminum composite Panel); Six And Paise

size 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 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

36 250.00 Chevron sign :-Providing and fixing 4681.35 Rupees Four Nos.

sign boards made out of 1.5mm Thousand Six

aluminium sheet / 3mm ACP Hundred

(Aluminum composite Panel); size Eighty One

60x50 cm as per design of IRC-67- And Paise

2012. Pre treated with phospheting Thirty Five Only

process & acid etching; coated with

one coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro Prismatic

Grade retro reflective sheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T. Specifications;

mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 50 x 50 x

5mm; painted with best quality

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 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

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 5.00 Providing and fixing 5th Km. stone 1935.15 Rupees One Nos.

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

necessary reinforcement as per Hundred Thirty

I.R.C. type design fixing in C.C. Five And Paise

1:4:8 including painting and Fifteen Only

lettering etc. complete S.H.

38 20.00 Providing and fixing ordinary 1293.38 Rupees One Nos.

kilometer stone of precast C.C. Thousand Two

1:2:4 including necessary Hundred

reinforcement as per I.R.C. type Ninety Three

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

including painting and lettering etc. Thirty Eight

complete for S.H. Only

39 100.00 Providing and fixing hectometer as 356.50 Rupees Three Nos.

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

painting lettering etc. complete Six And Paise

fixing in C.C. 1:5:10. Fifty Only

40 120.00 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

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 60.00 STOP Sign :-Providing and fixing 7213.42 Rupees Seven Nos.

sign boards made out of 2mm Thousand Two

aluminium sheet / 4mm ACP Hundred

(Aluminum composite Panel); size Thirteen And

90 cms Octagone as per design of Paise Forty

IRC-67-2012. Pre treated with Two 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; 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

42 243.00 Providing and laying of raised 827.19 Rupees Eight Sqm.

profile edge line marking ( audible Hundred

warning ) with hot applied Twenty Seven

thermoplastic road marking And Paise

compound 2mm thick base coat Nineteen Only

layer above that ribs profile of

mm thick ( Total 8 mm thick ) at

the distance of 500 mm between

two ribs including reflectorizing

glass beads @ 250 gm/ sq.mt area.

The minimum and maximum width

of raised profile should be 150 mm.

The thickness of 8 mm profile

should be exclusive of surface

applied glass beads. The finished

surface to be levelled, uniform and

free from streaks and holes, to be

applied on edge lines.

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 40.00 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 reflective 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 best quality

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

44 250.00 Tree Guard Sign :- Providing & 531.26 Rupees Five Nos.

Fixing sign board made out of 2mm Hundred Thirty

Aluminium sheet/3mm ACP One And Paise

(Alluminium Composite panel) Size Twenty Six Only

of 30 cms diameter circle,

pretreated with phospheting

process and acid etching, painted

with one coat epoxy primer and two

coats of...as per the instruction of

engineer in charge

45 25.00 Give Way Sign :- Providing and 5077.27 Rupees Five Nos.

fixing sign boards made out of Thousand

2mm aluminium sheet/ 4mm ACP Seventy Seven

(Aluminium Composite Panel) Size And Paise

90 x 90 x 90 Cms. Equilateral Twenty Seven

Traingle as per design of IRC-67- Only

2012... as per the instruction of

engineer in charge

46 15.00 Route Marker Sign :- Providing and 5108.58 Rupees Five Nos.

Fixing sign boards made out of Thousand One

1.5mm Aluminium Sheet/ 3mm Hundred Eight

ACP (Aluminium Composite Panel) And Paise Fifty

Size 60 x 45 cm rectangular plus Eight Only

30 x 25 cm additional plate as per

design of IRC-67-2012. as per the

instruction of engineer in charge

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

47 30.00 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

(Aluminium Composite Panel) Size Paise Eleven

180 x 120 cms. Rectangular as per Only

design of IRC-67-2012..as per the

instruction of engineer in charge

48 32.00 Diversion Ahead Sign :-Providing 9867.07 Rupees Nine Nos.

and fixing sign boards made out of Thousand

2mm aluminium sheet / 4mm ACP Eight Hundred

(Aluminum composite Panel); size Sixty Seven

180x60 cms. rectangular as per And Paise

design of IRC-67-2012. Pre treated Seven Only

with phospheting process & acid

etching; coated 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;

mtr long stand post (2 Nos.) of Iron

Angle 50 x 50 x 5mm / 50NB

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

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 32.00 Men at work (Heavy) sign :- 9148.16 Rupees Nine Nos.

Providing and fixing sign boards Thousand One

made out of 2mm aluminium sheet Hundred Forty

/ 4mm ACP (Aluminum composite Eight And

Panel); size 120cm x 90cm as per Paise Sixteen

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 High Intensity Prismatic

Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications;

mtr long stand post (2 Nos.) 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 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

50 300.00 Portable Barricade in Construction 3218.87 Rupees Three Nos.

Zone (Installation of a steel Thousand Two

portable barricade with horizontal Hundred

rail 300 mm wide, 2.5 m in length Eighteen And

fitted on a 'A' frame made with 45 x Paise Eighty

45 x 5 mm angle iron section, 1.5 Seven Only

m in height, horizontal rail painted

(2 coats) with yellow and white

stripes, 150 mm in width at an

angle of 450, 'A' frame painted with

2 coats of yellow paint, complete as

per IRC:SP:55- 2001)

51 500.00 Traffic cones with 150 mm 404.00 Rupees Four Nos.

reflective sleeve Hundred Four

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

52 500.00 Standard Delineator: Providing and 1027.17 Rupees One Nos.

fixing Standard Metal Delineator Thousand

consisting of minimum retro Twenty Seven

reflective unit exposed area of 330 And Paise

cm2 white color, full cube corner Seventeen Only

micro prismatic non- metallic retro

reflective sheeting on each side

conforming with IRC 67-2012 and

meeting the coefficient of retro

reflection values as per ASTM D

4956 Type XI table specification.

The delineator shall be painted

with powder coat of minimum

microns thickness, on top of which

retro reflective sheeting shall be

pasted on both sides. The structure

shall be manufactured in roll

forming process and shall have

height not less than 800 mm above

the ground, width not less than

100 mm and shall extend not more

than 300 mm below the ground

while being intalled, height of

sheeting should be minimum

mm whereas width of sheeting

should not be less than 75 mm

(should be placed every alternetive

15cm), The front and the back

faces opf the delineator should be

53 10.00 Solar Blinkers (Providing and 22277.53 Rupees Twenty Nos.

erecting Solar Blinker mounted on Two Thousand

a steel circular hollow pole of Two Hundred

standard specifications for for Seventy Seven

diversion should fulfil road saftey And Paise Fifty

norms of constant output light and Three Only

40-50 flashes per minute

minimum, even used in, 3 m high

fitted with solar Panel and Light

and fixed firmly in concrete

54 800.00 Providing and fixing 'W' type safety 2392.69 Rupees Two Rmt

barrier using M.S. iron channel Thousand

150mm x 75m x 5mm size erected Three Hundred

at 2.0 Mt. center to center and Ninety Two

providing 'W' shaped galvanised And Paise Sixty

steel sheet guard rail 3mm thick Nine Only

for crash barrier in single row as

per detailed drawing with

fabrication and installation charges

including providing foundation

block of size 0.60 x 0.60 x 0.75 Mt.

in C.C. 1:2:4 and oil painting two

coats with one coat of red oxide etc

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

55 32.00 Sign board per Square Meter :- 7894.02 Rupees Seven Sqm.

Providing and fixing sign boards Thousand

made out of 2mm aluminium sheet Eight Hundred

/ 4mm ACP (Aluminum composite Ninety Four

Panel); size 1 meter x 1meter as per And Paise Two

design of IRC-67-2012. Pre treated Only

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic

Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 4 mtr

long stand post (2 Nos.) 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 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

56 700.00 Excavation for foundation in sand, 511.11 Rupees Five Cum.

gravel, clay soft soils and murrum Hundred

etc. including shoring, strutting Eleven And

dewatering as necessary and Paise Eleven

disposing of the excavated stuff as Only

directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

57 1750.00 Providing & laying rubble stone 1154.43 Rupees One Sqm.

pitching 22.5 cm thick including Thousand One

preparing the surface and Hundred Fifty

providing panelwall 3.0 x 3.0 m Four And Paise

for pitching of cement concret 1:2:4 Forty Three

including pointing on pitching in Only

CM 1:3 including filling The

Murum in Voids curing,cost of all

materials and lobour etc Completed

58 45.50 Providing and laying in position 1217.83 Rupees One Rmt

C.C 1;2:4 water chute as directed Thousand Two

including with all necessary Hundred

excavation curing incl all material Seventeen And

labour etc complete Paise Eighty

59 6862.50 Providing TMT Bar FE 500/500D 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

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

60 1755.00 Excavation for foundation up to 122.94 Rupees One Cum.

1.50 mt depth including sorting out Hundred

and stacking of useful material and Twenty Two

disposing of the excavated stuff up And Paise

to 50 mt. lead (1) Loose or soft soil Ninety Four

61 975.00 Providing and laying weep hole in 86.70 Rupees Eighty Nos.

abutment and return by using Six And Paise

A.C./ P.V.C pipes of 100 mm Seventy Only

diameter including laying in proper

grade and jointing complete etc. as

per detailed specification

62 975.00 Providing and laying-filter media 1239.35 Rupees One Sqm.

600 mm thick directed at the back Thousand Two

of abuyments,returns and wing Hundred Thirty

walla as per detailed Nine And Paise

specifications(up to 10 ton) Thirty Five Only

63 9.65 Providing and laying in position FE 73858.69 Rupees MT

500D TMT bar reinforcement Seventy Three

including cutting, bending, hooking Thousand

and tying complete as per detailed Eight Hundred

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

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

(upto 10 ton) Nine Only

64 1072.50 Wall painting two coats with plastic 84.36 Rupees Eighty Sqm.

emulsion paint of approved brand Four And Paise

and manufacturer on wall surfaces Thirty Six Only

to give an even shade including

throughly brushing the surface to

remove all dirt, dust, mortar drops

and other foreign matter.

Rupees Sixteen Crore Seventy Eight Lakh(s) Fifty Four Thousand Four Hundred Ninety Three

And Paise Six Only

*Estimated amount *Estimated amount

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

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

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

*(please strike out whichever is not applicable)

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

Division or as directed.

Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

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-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+

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D]HA VG];ZJFG]\ ZC[X[P

Note-17 U]HZFT ;ZSFZzLGF DFPDPlJEFUGF 5lZ5+ S|DF\So VFZHLV[Gq&_Z__&qs#5fv; YL NFB, YI[, XZTMP

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