Resurfacing & CC Road of Deshinga Katvana Chikhlodra Road Km.2/400 to 4/200 Ta. Manavadar Dist. Junagadh

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

1 Clearing and grubbing road land including uprooting 0.65 Hec. 84255.99

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (A) By

manual means in area of light jungle

2 Providing and Laying 50mm thick Bituminious 570.00 MT 2815.88

Macadam (B.M.) in one layers on the existing B.T.

surface using stone chips as per gradation and using

Emulsion RS1 for tack coat at rate of 2.5 kg/ 10 sq.m.

on B.T. surface and Bitumen VG-30 34KG/MT by

weight of total mix by using stone chips as per MORT

& H specification including heating asphalt and

aggregrates by Drum mix plant and spreading by

paver finisher to the required grade, level and

alighnment and rolled including consolidation with

vibratory road roller as per clasuses 501.6 and

to achieve the desired compaction and providing,

operating plant machineries, equioments, tools,

plants, oil fire wood, keresone and all labour charges

3 Providing and laying 25mm thick S.D.B.C. using stone 299.00 MT 3440.06

chips dust as per gradation and using bitumen VG-30

at rate of 50.00 Kg / M.T. with stone chips as per

M.O.R&TH specification including heating the asphalt

and aggregates by Drum Mix Plant and spreading the

same by paver finisher including consolidation with

Vibrator Roller and providing, operating plant

machineries, equipment, tools, plants, oil, fire wood,

kerosene and all labor charges etc. complete (using

contractor's own machineries)

4 Providing and Laying Murram for side sholder 2872.00 Cum. 385.82

including spreading, etc. Complete.

5 Box cutting the road surface to proper slope and 2946.00 Cum. 109.41

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50 Mt. lead , Add

extra over item 9 for conveying and utilising the stuff

in bank from end of cutting with all required lead and

lift. (A) Above 200 Meters upto 300 Meters.

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

6 Providing, laying, Spreading and compacting B.T.M.C. 536.00 Cum. 1267.55

Stone Aggregat of 90mm to 45mm size to W.B.M.

mm thick including Spreading in Uniform thickness

hand patching, Rolling with Vibratory roller 8-10

tonnes tov proper grade and camber, applying and

brooming requisite type of Screaning / binding / siller

materials to till of the Inter section of cross aggregate

noteraj and Compacted to the Requiared dencity

Grading-I Using screaning type-A [13.20 mm

7 Providing and laying Spreading and Compacting 969.00 Cum. 868.60

B.T.M.C. stone aggregate of 63 mm to 45mm size to

W.B.M 150 mm thick in two layer including spreding

in uniform thickness hand packing rolling with

vibratory roller 8-10 tones to proper grad and

camber applying and brooming requisite type of

screening /binding /filler materials to fill up the

interstices of coarse aggregate watering and

compacting to the required density. Grading – II using

screening type- A [13.20 mm agg.]

8 Providing and filling in foundation with ordinary 584.00 Cum. 3345.58

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

9 Construction of un-reinforced, dowel jointed, plain 819.00 Cum. 5867.09

cement concrete pavement over a prepared sub base

with concrete grade M25, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a 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 and cost of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, joint sealant, debonding strip,

dowel bar, tie rod, admixtures as approved, finishing

to lines and grades as per drawing and as directed by

the engineer in charge. [CC]

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

10 Earthwork for embankment including breaking clods, 6190.00 Cum. 177.91

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using

power roller 8T to 10T. (E) From Borrow area within

11 Providing and fixing ordinary K.M. stone of approved 2.00 No. 891.53

hard stone as per IRC type design in fixing C.C. 1:4:8

including painting and lettering etc. comp. (For N.H.,

S.H. and M.D.R.)

12 Providing and fixing Hectometer stone as per I.R.C. 7.00 No. 356.50

type design including painting lettering etc. comp.

Fixing in C. C. 1: 5 :

13 Providing and fixing indicator stone of approved 144.00 No. 102.85

stone as per I.R.C. type design including white

washing fixing etc. complete. Fixing in earth.

14 Providing and fixing guard stone as per I.R.C. type 127.00 No. 101.56

design including white washing etc. comp. Fixing in

15 Hazard Marker Sign :-Providing and fixing sign 10.00 No. 3518.69

boards made out of 2.0 mm aluminium sheet / 4 mm

ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for eachleg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

16 Cautionary Warning Sign :-Providing and fixing sign 36.00 No. 3906.19

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90 x 90 x

cms. equilateral triangle as per 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

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

eachleg including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

17 STOP Sign :-Providing and fixing sign boards made 2.00 No. 6704.36

out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal as per

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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6mtr long

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

Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

18 Direction (Junction) Sign :-Providing and fixing sign 6.00 Each 21287.51

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 244x122 cms.

rectangular as per 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2Nos.) long stand post of Iron Angle 75 x 75 x

6mm /65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x5mm; paintedwith 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 eachleg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting

19 Road marking with hot applied thermoplastic paints 792.00 Sqmt. 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms 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 provide liminance coefficinet on

cemend 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 criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

20 Cat Eye / Road Stud / RPM: Supplying of Molded 596.00 No. 326.23

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with 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

13 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 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of

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 manufacturers

recommendation and The color of the marker should

be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

21 Sign board per Square Meter :-Providing and fixing 5.00 No. 7894.02

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 1 meter

x 1meter as per 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 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

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

22 Excavation for foundation upto 1.5 m depth including 2394.66 Cum. 157.16

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.

(B) Dense or Hard soil.

23 Excavation for foundation for depth from 1.5 m to 3.0 482.00 Cum. 170.50

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (B) Dense or Hard soil

24 Excavation for foundation for depth from 3.0 m to 5.0 491.00 Cum. 182.94

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (B) Dense or Hard soil

25 Providing and casting in situ Ordinary cement 2232.50 Cum. 3798.46

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

26 Providing and Casting in situ controlled Cement 123.00 Cum. 4726.80

Concrete M-250 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

27 Providing and casting in situ controlled cement 134.00 Cum. 5333.81

concrete M-250 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return (more than 10 ton)

28 Providing and casting in situ controlled cement 58.00 Cum. 5882.24

concrete M-250 for R.C.C. solid slab & Approch Slab

including centering, scaffolding curing and finishing

complete. (more than 10 ton)

29 Providing and Casting in situ controlled Cement 86.00 Cum. 4620.45

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

30 Providing & Laying rubble for apron [Each stone 413.00 Cum. 1083.81

weighting not less than 40 Kg.] including and packing

and filling in the interstices with quarry spalls.

31 Providing and placing in position FE 550D TMT bar 28.20 MT. 76213.97

reinforcement including cutting, bending, hooking,

and tying complete as per detailed drawing.(C)

Balanced cantilever box type supersturcture.(I) Deck

slab (II) Webs,Bottom slabs and Diaphragms

32 Providing and laying filter media 600 mm. thick as 347.00 Sqmt. 1239.35

directed at the back of abutment return & wing wall

as per detailed specification. (more than 10 ton)

33 Providing & laying weep hole in Aburtments, and 793.00 No. 61.47

returns by using A.C. pipe of 100mm including laying

in proper grede and jointing the completed as per

detailed specification.

34 Finishing wall with weather proof exterior emulsion 121.00 Sqmt. 120.26

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

35 Filling available excavated earth [Excluding rock] in 1709.00 Cum. 136.92

trenches, plinth, sides of foundations etc. layers not

exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering.

36 Providing and casting in situ controlled cement 5.00 Cum. 5406.53

concrete M-250 for average 75 mm thick wearing

coat laid as directed including tamping, vibrating,

finishing, curing and fillingin joints with bitumen

37 Dismentaling the existing structure including 40.00 Cum. 930.35

removing and stacking the dismentelled materials as

and where directed. (A) R.C.C. work

38 Excavation for foundation upto 1.5 m depth including 81.00 Cum. 253.88

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.

(B) Dense or Hard soil.

39 Providing and casting in situ ordinary cement 43.00 Cum. 4155.14

concrete M – 150 mix and providing necessary pin

headers including shuttering, scaffolding, laying

vibrating, curing and finishing complete. Without V –

Grooves. [A] Height 0.0 M. to 5.0 M. [More than 10 ton]

40 Supplying and fixing reinforced concrete heavy duty 15.00 Rmt. 3904.48

non-pressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP4

casted by vertically vibrated technology of following

internal diameter. 900mm dia.

41 Supplying and fixing reinforced concrete heavy duty 22.50 Rmt. 3271.56

non-pressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of following

internal diameter. (v) 900 mm dia.

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

42 Diversion Ahead Sign :-Providing and fixing sign 2.00 No. 9867.07

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminium composite Panel); size 180x60 cms.

rectangular as per 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x

x 5mm / 50NB 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

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

43 Men at work (Folding) sign :-Providing and fixing sign 2.00 No. 1461.91

boards made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminium composite Panel); size 60x60x60cm

equilateral Triangular as per 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 High

Intensity Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35x35x3mm; 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. A

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

44 Cautionary Warning Sign :-Providing and fixing sign 2.00 No. 3906.19

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90 x 90 x

cms. equilateral triangle as per 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

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

each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

45 Regulatory / Mandatory Sign :-Providing and fixing 2.00 No. 3540.12

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 60 cms.

Dia Circle as per 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D- 4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

46 Chevron sign :-Providing and fixing sign boards 4.00 No. 3711.75

madeout of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50cm

rectangular as per 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle

of35x35x3mm; painted with 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 7 years for the Retro reflective

sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be

submitted by contractor. (A) Class-B Type-4 Retro

Reflective sheeting

Total Two crore ninety three lakh ten thousand four hundred forty four Only

Note :-Diversion & Structure Credited material amounting to Rs. 484728 should be recovered from 1st R.A.Bill.

I/We am/are willing to carry out the work at ……………………………………… % above / below percent [should be written

in figures and words] of the estimated rates mentioned above. Above of my / our tender works out as under.

Estimated Amount Estimated Amount

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

Deduct ….……. % below Rs. ……………………………….. Deduct ………..…. % Above

[Please strike out whichever is not applicable]

Name of Work :Resurfacing & CC Road of Deshinga Katvana Chikhlodara Road Km 2+400 to 4+200 Tal.

Manavadar Dist. Junagadh

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

[1] The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

[2] The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] GST and Income tax TDS will be deducted at a source while making payments of bills

[4] In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted from

the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Bidder

Deputy Executive Engineer Executive Engineer

Dist.R&B Sub Division R & B Division

Junagadh Junagadh