Resurfacing of Vanthli Manavadar Bantwa Saradiya Road Ch.39/000 to 56/700 Ta. Manavadar Dist. Junagadh

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 6.15 Hec. 28455.09

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 (C)

By mechanical means in area of light jungle.

2 Box cutting the road surface to proper slope and 7380.00 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.

3 Scarifying gravelled macadam or bitumen macadam 31250.00 Sqmt. 41.60

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

4 Construction of 200mm Granular Sub base Grade-II 2760.00 Cum. 1085.75

C.B.R. not less than 30% by providing coarse graded

materials, consisting B.T. crushed stone aggregate &

combination of sand stone dust/grit spreading in

uniform layers with mortor grader on prepared

surface mixing by mix in place method with rotavator

at OMC to required density including filling the

depression which occur during the process using

vibratory roller 8 T to 10 T complete as per clause

5 Providing, laying, spreading and compacting graded 6250.00 Cum. 1025.15

stone aggregate to wet mix macadam in compacted

thickness of 200mm spacification including trimix the

materials with water at OMC in mechanical mix plant

carriage of mixed materials by tipper to site laying in

uniform layers (Layer should not be more than

mm)with paver in sub base/base course on well

prepared surface and camber with Sensor paver

consolidation by vibratory road roller to achieve the

desired density by using machine crushed chips as per

required gradation mixing with required optimum

quantity of water incl material, labour, plant and

machinary and equipment etc. complete.

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 and laying of coated glass fiber Composite 10000.00 Sqmt. 228.26

Geogrid bonded with non woven Geotextile,

Indigenously Manufactured for pavement

reinforcement. Glass Fiber geogrid having 50k N/m

tensile strength which conform to the requirements

given in Table 4.14 of IRC:SP:59-2019. The Glass Fiber

Composite Geogrid shall be installed immediately

with Nonwoven facing down after uniform

takcoat/emulsion spraying above 10kg/10 Sq.m

complete installation by rolling PTR on the product

for maxium saturation, before laying 75mm asphalt

overlay. Minimum roll with 1 meter or as per

reqirement as approved by Engineer in charge only

7 Providing and laying evenly priming coat with 31250.00 Sqmt. 59.59

emulsion SS-1 at rate of 7.5 Kg/10 Sqm etc.complete

8 Providing and Laying 50mm thick Bituminious 19023.00 MT 2947.18

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-40 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

9 Providing and laying 25mm thick S.D.B.C. using stone 10017.00 MT 3617.82

chips dust as per gradation and using bitumen VG-40

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)

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 Providing and Laying Murram for side sholder 2530.50 Cum. 465.61

including spreading, etc. Complete.

11 Dry Lean Cement Concrete Sub- base (Construction of 1882.00 Cum. 3229.98

dry lean cement concrete Sub- base over a prepared

sub-grade with coarse and fine aggregate conforming

to IS: 383, the size of coarse aggregate not 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 290 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 paver with

electronic sensor, compacting with 8-10 tonnes

vibratory roller, finishing and curing.) [M-15]

12 Cement Concrete Pavement 2510.00 Cum. 6640.75

Construction of un-reinforced, dowel jointed, plain

cement concrete pavement over a prepared sub base

with 53 grade M-25 cement @ 380 kg per cum, coarse

and fine aggregate conforming to IS 383, maximum

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 [M-25]

13 Providing and fixing 5th Kilometer Stone of precast 4.00 No. 1935.15

C.C. 1:2:4 including necessary reinforcement as per

I.R.C. type design in C.C. 1:4:8 including letter and

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

14 Providing and fixing ordinary K.M. stone of approved 17.00 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.)

15 Providing and fixing Hectometer stone as per I.R.C. 68.00 No. 356.50

type design including painting lettering etc. comp.

Fixing in C. C. 1: 5 :

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 Providing and fixing guard stone as per I.R.C. type 345.00 No. 101.56

design including white washing etc. comp. Fixing in

17 Road marking with hot applied thermoplastic paints 6495.00 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

18 Cat Eye / Road Stud / RPM: Supplying of Molded 3682.00 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-

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

19 Dismentaling the existing structure including 147.00 Cum. 409.22

removing and stacking the dismentelled materials as

and where directed. (B) Rubble Masonry

20 Dismentaling the existing structure including 194.00 Cum. 930.35

removing and stacking the dismentelled materials as

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

21 Excavation for foundation upto 1.5 m depth 1093.00 Cum. 253.88

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (B) Dense or Hard soil.

22 Excavation for foundation for depth from 1.5 m to 3.0 14.00 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

23 Providing and casting in situ Ordinary cement 146.00 Cum. 3798.46

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

24 Providing and Casting in situ controlled Cement 182.00 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)

25 Providing and casting in situ controlled cement 135.00 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)

26 Providing and casting in situ controlled cement 143.00 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)

27 Providing and Casting in situ controlled Cement 87.00 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)

28 Providing & Laying rubble for apron [Each stone 250.00 Cum. 1083.81

weighting not less than 40 Kg.] including and packing

and filling in the interstices with quarry spalls.

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

29 Providing and laying in position Fe 550D TMT 32.00 MT 82420.42

reinforcement bars including cutting, bending,

hooking, placing and tying in position as per detailed

drawings and specifications, with anti-corrosive

treatment by Fusion Bonded Epoxy Coating (FBEC)

30 Providing bars laying

for enhanced corrosion

filter media 600resistance,

mm. thick as 182.00 Sqmt. 1239.35

directed at the back of abutment return & wing wall

as per detailed specification. (more than 10 ton)

31 Providing & laying weep hole in Aburtments, and 85.00 No. 61.47

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

in proper grede and jointing the completed as per

detailed specification.

32 Finishing wall with weather proof exterior emulsion 67.00 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

33 Filling available excavated earth [Excluding rock] in 224.00 Cum. 136.92

trenches, plinth, sides of foundations etc. layers not

exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering.

34 Jacketing : - Providing and casting in situ design mix 888.00 Sqmt. 3128.88

concrete M.25 mix for 23 cm thick jacketing consisting

16 mm dia 200mm c/c both ways , 16 dia pin @

400mm c/c vertically & 800mm c/c horizontally with

base supported with 300 x 450 mm beam reinforced

35 Eproxy bonding of new concrete to old concrete 183.00 Sqmt. 529.24

36 Guniting concrete surface with cement mortar applied 888.00 Sqmt. 775.68

with compressor after cleaning surface and spraying

with epoxy complete as per Technical specification

37 Providing and inserting nipples with approved fixing 250.00 Each 502.98

compound after drilling holes for grouting as per

Technical specifications including subsequent

cutting/removal and sealing of the hole as necessary

of nipples after completion of grouting with

38 Sealing of crack / porous concrete with Epoxy Grout 100.00 Kg. 794.87

by injection through nipples complete as per clause

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

39 Earthwork for embankment including breaking clods, 1950.00 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

40 Providing and laying Spreading and Compacting 225.00 Cum. 924.15

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.]

41 Supplying and fixing reinforced concrete heavy duty 20.00 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.

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 Hazard Marker Sign :-Providing and fixing sign boards 2.00 No. 3518.69

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminium 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 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

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 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

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 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 90 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

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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 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.

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

47 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

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

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

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.

Total Fourteen crore seventy two lakh seventy thousand nine hundred eighty eight Only

Note :-Diversion & Structure Credited material amounting to Rs. 753794 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]

[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.

Dist. R & B Division

Name of Work :Resurfacing of Vanthli Manavadar Batva Saradiya Road Ch. 39+000 to 56+700 km. Ta.

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

[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 Dist. R & B Division

Junagadh Junagadh