CONSTRUCTION OF MAJOR BRIDGE ON RUPEN RIVER NEAR MANIYARI VILLAGE (KM 26/500 TO 27/140) ON ADIYA - CHANDRUMANA - SEVALA - CHANASMA - MANDLOP - MANIYARI - MITHIGHARIYAL ROAD Km. 0/0 TO 27/140 (MDR) (2nd Attempt)

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON RUPEN RIVER NEAR MANIYARI VILLAGE

(KM 26/500 TO 27/140) ON ADIYA - CHANDRUMANA - SEVALA - CHANASMA - MANDLOP - MANIYARI -

MITHIGHARIYAL ROAD Km. 0/0 TO 27/140 (MDR)

BILL OF QUANTITY

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

1 1.00 Carry out alignment survey work by total station 29037.50 Rupees Twenty No

including marking of centre line of the bridge Nine Thousand

and approach road and various other Thirty Seven

component structures, taking ground levels and And Paise Fifty

details of existing structures within 40m from Only

centre line, providing and fixing necessary

reference pillars, establishing bench marks,

establishing foundation layout on ground,

including submission longitudinal section, cross

section and report of survey work in three

copies with soft copy in CD to Engineer-in-

charge as directed.

2 9.00 Diversion of water course, providing cofferdam 30300.00 Rupees Thirty Per

and bund or island as may be necessary for Thousand Three Pier

foundation and maintaining the same for the Hundred Only

period as may be necessary. (One Grid

consists 3 No. of Piles)

3 1365.00 Empty boring through all sorts of strata for 5821.67 Rupees Five Rmt

providing 1.20 Mt. diameter R.C.C. Bored piles Thousand Eight

to required depth required depth including Hundred Twenty

providing necessary casing pipe with all plants One And Paise

and equipment as required complete. Sixty Seven

(dismantling of existing causeway for pile Only

portion is not payable separately)

4 40.00 Providing steel liner for curbs and steining for 47323.73 Rupees Forty MT

wells including fabricating and setting out as Seven

per detailed drawing as directed. Thousand Three

Three And Paise

5 1544.00 Providing and laying controlled cement 4853.17 Rupees Four Cum

concrete M-350 grade in RCC bored piles of Thousand Eight

diameter as below with 20mm down coarse Hundred Fifty

aggregate of the required size for any depth Three And Paise

including ramming, vibrating, curing, finishing, Seventeen Only

transportation of required plant and

machineries, with all required plants &

machineries, etc., all as per specifications and

drawing. (Excluding reinforcement, initial pile

load test, routing load test and M.S. Liners but

including temporary liners if required).

Note: Cost of Mix design, admixture and

chipping of pile if required, not payable

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

6 1000.00 Load testing of foundation piles including 187.38 Rupees One MT

loading with necessary kentledge or any other Hundred Eighty

suitable method as directed. Design of IPLT Seven And

setup and its approval is not payable Paise Thirty

separately Eight Only

7 39.00 Conducting low strain pile integrity testing on 601.08 Rupees Six Nos

RC Bored Foundation Piles using Pile Integrity Hundred One

tester equipment by Pile Dynamics Inc. of USA And Paise Eight

of TNO of Netherland or Equivalent that Only

confirms to ASTM D

8 642.20 Providing and fixing in postion TMT Fe 550D 86476.04 Rupees Eighty MT

(Fusion Bonded Epoxy coated with thickness Six Thousand

not less than 175 micron) bars of various Four Hundred

diameter for all RCC works as per detailed Seventy Six And

design & drawing and schedule including Paise Four Only

cutting, bending, hooking the bars, binding with

18 SWG GI wires and supporting as requried

with all lifts etc. complete including cost of all

labour, materials, tools, plants, equipment etc.

all complete as directed by engineer and as per

9 265.00 Providing and casting-in-situ controlled cement 5718.61 Rupees Five Cum

concrete M-350 for R.C.C. work in pier cap, Thousand

abutment cap and dirt wall including controlled Seven Hundred

cement concrete M-35 bed blocks or pedestals Eighteen And

of required size below bearings as per detailed Paise Sixty One

drawings, centering, shuttering, scaffolding, Only

wherever necessary, laying vibrating, curing

and finishing complete.

Note: Cost of Mix design and admixture if

required, not payable separately

10 1355.00 Providing and casting in situ controlled 5950.54 Rupees Five Cum

cement concrete M-350 for R.C.C. work in Thousand Nine

superstructure including centering, shuttering Hundred Fifty

scaffolding, ramming, vibrating curing and And Paise Fifty

finishing complete.(A) T-Beam and Deck slab Four Only

type of superstructure (I) Deck slab

Note: Cost of Mix design and admixture if

required, not payable separately

11 418.00 Providing and casting-in-situ ordinary cement 3573.53 Rupees Three Cum

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

12 32.00 Providing and casting-in-situ controlled cement 5175.33 Rupees Five Cum

concrete M-300 for approach slab including Thousand One

formwork curing and finishing complete. Note: Hundred

Cost of Mix design and admixture if required, Seventy Five

not payable separately And Paise Thirty

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

13 522.00 Reinforced Cement Concrete Crash Barrier 4590.45 Rupees Four Rmt

(Provision of an Reinforced cement concrete Thousand Five

crash barrier at the edges of the road, Hundred Ninety

approaches to bridge structures and medians, And Paise Forty

constructed with M-400 grade concrete with Five Only

TMT (Fusion Bonded Epoxy coated with

thickness not less than 175 micron) conforming

to IRC:21 and dowel bars 25 mm dia, 450 mm

long at expansion joints filled with pre-moulded

asphalt filler board, keyed to the structure on

which it is built and installed as per design

given in the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated 24 June

1994 as per dimensions in the approved

drawing and at locations directed by the

Engineer, all as specified).

Note: Cost of Mix design and admixture if

14 449.00 required,

layingseparately

40mm / 65 mm thick 4482.38 Rupees Four MT

Bituminous concrete with tack coat @ 2.5 Thousand Four

kg/10 sqmt using specification graded machine Hundred Eighty

crushed with 5.50 % bitumen VG-30 grade by Two And Paise

Wt. of total mix as per specification MORTH Thirty Eight

including mixing of asphalt with B.T. chips in Only

continuous batch mix plant transporting same

as by full width paver finisher and consolidation

the same with pair of 9 tonnes to 10 tonnes

vibratory roller to achieve desire density and

including VG-30 grade bitumen, cost of

emulsion, cost of required tools , plants, all

machineries, equipment fire wood , oil,

kerosene, charges etc. complete.

Note: Cost of Mix design not payable

15 44.00 Providing and laying of a strip seal expansion 5174.27 Rupees Five Rmt

joint catering to maximum horizontal moment Thousand One

up to 80 mm, complete as per approved Hundred

drawing and standard specification to be Seventy Four

installed by the manufacturer/ supplier or their And Paise

authorized resprentative ensuring compliance Twenty Seven

to the manufacturers instruction for installation. Only

16 3736.00 Providing and applying one coat Epoxy 344.06 Rupees Three Sqm

Phenolic primer of DFT 50 micron and two Hundred Forty

coats of Epoxy Phenolic coating of DFT 100 Four And Paise

microns each or any other equivalent epoxy Six Only

coating system to all concrete surfaces for

Crash Barrier including cost of material, labour,

transportation, scaffolding and preparing the

surfaces by cleaning, washing, brushing, sand/

grit blasting etc. complete and as directed by

Engineer and as per specification. ( Paint shall

be got approved from Engineer and tested from

approved laboratory).

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

17 562.00 Providing Yellow and Black Patta three coats 88.39 Rupees Eighty Sqm

including distempeing three coats with oil Eight And Paise

bound distemper of approved brand and Thirty Nine Only

manufacture and of required shade on wall

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 Incharge.

18 64.00 Providing P.V.C. 100 mm diameter water 159.37 Rupees One Nos

spouts including necessary iron gratings as per Hundred Fifty

drawings. Nine And Paise

19 312.00 Providing and laying Double walled corrugated 205.03 Rupees Two Rmt

pipes(DWC) of Polyethylene (Conforming to IS: Hundred Five

14930-II) of 150 mm Dia. with fittings and And Paise Three

necessary connecting accessories of same Only

material at required depth for laying table below

Crash Barrier etc. Complete as per specs and

as directed by Engineer-In-Charge.

20 280.00 Providing and carrying out load test on bridge 169.92 Rupees One MT

deck with simulated loading including provision, Hundred Sixty

placing and removal of loading, supplying, Nine And Paise

fixing and removing deflection measuring Ninety Two Only

instruments etc. complete with platforms for

fixing the instruments etc. complete as per the

details supplied and specification and as

directed by Engineer and including submission

of required results in triplicate after satisfactory

completion of the load test.

(All necessary testing arrangements, including

vehicles, trucks, and related equipment, will not

be payable separately)

21 10.00 Providing flood gauge marks on substructure 174.98 Rupees One Sqm

as per design including painting complete. Hundred

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

22 486.00 Cat Eye / Road Stud/RPM: Supplying Raised 217.40 Rupees Two Nos

Pavement Markers made of polycarbonate and Hundred

ABS moulded body and reflective panels with Seventeen And

Micro prismatic lens (No Glass bead lens) Paise Forty Only

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 D4280 Type H and

complying to Specifications of Category A of

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

iii 11061997 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

+/- 5 degree. The body of the marker should

having finger grip for easy and accurate

placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and

as directed by Engineer-In-charge.

23 2931.00 Excavation for foundation in sand, gravel, clay 535.45 Rupees Five Cum

soft soils and murrum etc. including shoring, Hundred Thirty

strutting dewatering 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 100m for

24 3915.00 Earthwork for embankment including breaking 180.52 Rupees One Cum

clods, dressing with all lead and lift and Hundred Eighty

including watering rolling and consolidation of And Paise Fifty

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

density including filling the depression which

occur during the process using power roller 8T

to 10T.(D) From Borrow area within 2.0KM.

25 791.00 Granular earth filling in approach (As per 339.36 Rupees Three Cum

MOSRT&H section 3100) including laying of Hundred Thirty

earth as per Sp. For compaction in layers of Nine And Paise

250 mm thick loose layers and dressing (as per Thirty Six Only

MOSRT&H Sp. Cl. 303.3.5) by mechanical

means using motor grader including watering

the earth to bring the earth upto required OMC

including rolling with the use of vibratory roller

when earth is at suitable moisture content with

desired field density (Modified proctor test) The

material for filling shall confirm to IRC Highway

Research Special Report No-16

26 1252.00 Providing and casting in situ controlled Cement 4635.84 Rupees Four Cum

Concrete M-300 for R.C.C. Raft and cutt-off Thousand Six

walls including necessary shuttering laying, Hundred Thirty

vibrating, ramming and curing complete. Five And Paise

Note: Cost of Mix design and admixture if Eighty Four

required, not payable separately Only

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

27 297.00 Supplying and laying high strength flexible 420.16 Rupees Four Sqm

geogrids (HSFG) as soil reinforcement / basal Hundred Twenty

reinforcement as per MORTH 3100 and IRC And Paise

113, made of high tenacity polyester core with Sixteen Only

polyethylene coating with minimum Long Term

Design Strength (LTDS) of more than 50% of

ultiMate tensile strength at 30 degree Celcius

corresponding to 12 % strain etc. complete

and as directed by Engineer - In - Charge.

28 462.00 Supplying & laying of drainage composite for 831.23 Rupees Eight Sqm

use behind walls, between two different fills, Hundred Thirty

alongside drains of road, below concrete lining One And Paise

of canals etc. Geocomposite for planar Twenty Three

drainage, realized by thermobonding a draining Only

core in extruded monofilaments with two

filtering nonwoven geotextiles that may also be

working as separation or protecting layers. The

draining three dimensional core will have a “W”

configuration as longitudinal parallel channels.

Minimum thickness to be 7.2mm, with two

filtering UV stabilized polypropylene nonwoven

geotextile of minimum thickness of 0.75 mm

having pores of 175 micron and tensile

strength of 8.0 kN/m that will be working as

separation or protecting layer, geocomposite

having in plane flow capacity of 2.1 L / (m.s) at

hydraulic gradient of 1.0 & 20 kpa pressure and

tensile strength of 18 kN/m , with mass per unit

area of 740 gsm, supplied in the form of roll for

easy transportation to site of work as per

detailed specification all complete as per

directions of Engineer in charge.

29 370.00 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 and Eighty Three

joining etc. complete as per detailed Only

30 990.00 Construction of Subgrade and Earthen 191.90 Rupees One Cum

Shoulders (Construction of subgrade and Hundred Ninety

earthen shoulders with approved material One And Paise

obtained from borrow pits with all lifts & leads, Ninety Only

transporting to site, spreading, grading to

required slope and compacted to meet

requirement of table No. 300-2)

31 396.00 Construction of Granular Sub Base (GSB) by 1797.41 Rupees One Cum

providing coarse graded material of grading-II, Thousand

spreading in uniform layers with motor grader Seven Hundred

on prepared surface, mixing by mix in place Ninety Seven

method with rotavator at OMC, and compacting And Paise Forty

with vibratory roller to achieve the desired One Only

density, complete as per MORTH specification.

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

32 495.00 Providing, Laying , spreading and compacting 1840.38 Rupees One Cum

graded stone aggregates to Wet Mix Macadam Thousand Eight

250 mm compacted thick (In Two Layers of Hundred Forty

125 mm thick ) as per MORT & H specification And Paise Thirty

including premixing the material with water at Eight Only

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.

33 501.00 Providing and laying 55mm D.B.M. with B.T. 3962.23 Rupees Three MT

Aggregate as per MORT&H specification with Thousand Nine

tack coat @ 2.5 Kg./10 smt. With Mechanical Hundred Sixty

Sprayer & Bitumen VG-30 Grade for mixing @ Two And Paise

45.00 Kg./MT. ie. 4.5 % by total weight of mix Twenty Three

heating and mixing the aggregate & asphalt in Only

continuous batch mix plant and transporting to

site and spreading the same by full width

sensor paver finisher & consolidation with

vibratory roller including providing all materials

equipments, tools & plant, fire wood, oil,

kerosene, labour charges etc. complete using

contractor's own machinery batch mix plant &

sensor paver finisher etc. complete

34 363.00 Road marking with hot applied thermoplastic 367.72 Rupees Three Sqm

paints with reflectorising glass beads on Hundred Sixty

bitumin surface providing and laying a hot Seven And

applied thermoplastic compound 2.5 mm thick Paise Seventy

including reflectorising glass beads@ 250gms Two Only

per sqm area, thickness of 2.5mm is excluding

of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform

and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut

patta. The white color markIng should Povide

liminance coefficinet on cement road shalll 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 criterla for night time

reflectivity, wet reflectivity and skid resistance

as mentloned in the section-15 of IRC 35-2015

warrenty for retro reflectivity shall be two years.

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

35 2.00 Village/Bridge Name Sign :- Providing and 6313.51 Rupees Six Nos

fixing sign boards made out of 2mm aluminium Thousand Three

sheet / 4mm ACP (Aluminum composite Hundred

Panel); size 90x60 cms. rectangular as per Thirteen And

design of IRC-67-2012. Pre treated with Paise Fifty One

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; 3.3mtr 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

36 2.00 certified copy

Distance of 3 year outdoor

Informatory exposureSign

/ Destination test :- 20918.11 Rupees Twenty Nos

Providing and Fixing Sign boards made out of Thousand Nine

2mm aluminium sheet / 4mm ACP (Aluminium Hundred

composite Panel) ; size 180 X 120 cms. Eighteen And

Ractangular as per design of IRC-67-2012. Pre Paise Eleven

treated with phospheting process & acid Only

etching; Coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with Micro Prismatic Grade retro

reflectivesheeting of Type-11 as per ASMT D-

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

mtr 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 best quality epoxy

coating in black and white bends. The detail of

symbol foreach 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

45X45x60 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 orignal manufacturer & a certified copy of

3 years outdoor exposure test report from third

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

37 10.00 Regulatory / Mandatory Sign (Speed Limits):- 4618.73 Rupees Four Nos

Providing and Fixing Sign boards made out of Thousand Six

2mm aluminium sheet / 4mm ACP (Aluminium Hundred

composite Panel) ; size 60cms Dia circle as per Eighteen And

design of IRC-67-2012. Pre treated with Paise Seventy

phospheting process & acid etching; Coated Three Only

with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with

Micro Prismatic Grade retro reflectivesheeting

of Type-11 as per ASMT D-4959 and letest

M.O.S.T. Specifications; 3.6 mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS pipe

as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm ; Painted with

best quality epoxy coating in black and white

bends. The detail of symbol foreach 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 45X45x60 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 orignal manufacturer & a certified copy of

3 years outdoor exposure test report from third

38 4.00 party test lab

Diversion for theSign

Ahead product offered shall

:-Providing and be

fixing 10671.66 Rupees Ten Nos

sign boards made out of 2mm aluminium sheet Thousand Six

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

180x60 cms. rectangular as per design of IRC- Seventy One

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

& acid etching; coated with one coat of epoxy Six 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; 3.1 mtr long stand post

(2 Nos.) of 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 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 Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

39 15.00 Chevron sign :-Providing and fixing sign boards 4681.35 Rupees Four Nos

made out of 1.5mm aluminium sheet / 3mm Thousand Six

ACP (Aluminum composite Panel); size 60x50 Hundred Eighty

cm as per design of IRC-67-2012. Pre treated One And Paise

with phospheting process & acid etching; Thirty Five Only

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

40 20.00 test report

per third partyMeter

Squate test lab for the and

:-Providing 12310.89 Rupees Twelve SQM

fixing sign boards made out of 2mm aluminium Thousand Three

sheet / 4mm ACP (Aluminum composite Hundred Ten

Panel); size 1meter x1 meter as per design of And Paise

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

process & acid etching; coated with one coat of 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; 4 mtr long stand post

(2 Nos.) 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 original manufacturer & a certified copy of

3 year outdoor exposure test report from third

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

41 12.00 Installation of a steel portable barricade with 910.52 Rupees Nine Nos

horizontal rail 300 mm wide, 2.5 m in length Hundred Ten

fitted on a 'A' frame made with 45 x 45 x 5 mm And Paise Fifty

angle iron section, 1.5 m in height, horizontal Two Only

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.

(Item rate is including credit recovery)

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