Resurfacing of Samni - Tankariya - Varediya Road Km 0/000 to 17/400 Dist. Bharuch (MDR)

Name of Work :- Resurfacing of Samni - Tankariya - Varediya Road, Km. 0/000 to 17/400, Dist.

BILL OF QUANTITIES

It. No. Description of Item Quantity Unit Rate in Figure Total

1 Clearing and grubbing road land including uprooting trunk 2.86 Hect. 28393.04

vegetation, grass bushes, shrubs, saplings and tree 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

2 Dismantling of cement concrete pavement by mechanical means 3644.00 Cum. 645.39

using pneumatic tools, breaking to pieces not exceeding 0.02 cum

in volume and stock piling at designated locations and disposal of

dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately

3 Box cutting the road surface to proper slope and camber for 22786.00 Cum. 104.20

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto any

4 Construction of 150 mm thick Compacted Granular Sub Base 6107.00 Cum. 1302.90

(Grade-I, Crushed BT Material of 53 mm to 9.5 @ 50%, 9.5 mm to

2.36 mm @ 20%, Stone dust 2.36mm below @ 30%) by providing

Close Graded Matrial, Mixing in a Machanical Mix Plant at OMC,

Carriage of a Mix Material to Work site, Spreading uniform Layers

with motor Grader on Prepared surface and Compacting With

Vibratory Power roller to Achieve desire Density, Complete clause

5 Construction of 150 mm thick compacted granular sub base 9996.00 Cum. 1453.39

(Grading-IV, Crushed BT materials of 26.5mm to 9.5 mm @ 64 %,

providing close graded matrial, mixing in a machanical mix plant at

OMC, carriage of a mix material to work site, spreading uniform

layers with motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density, complete clause

6 Providing and laying wet mix macadam base course 250 mm thick 9248.00 Cum. 1641.25

in two layers (125 x 2 layers) as per MORTH specification using

machine crushed B.T. chips as per required gradation, mixing with

required optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with paver/mechanical

means and consolidation each layer with vibratory roller to

aschieve the desired density including cost of material labour plant

and equipment etc. complete.

7 Providing and applying priming coat with Emulsion SS-I at the rate 34755.00 Sqm. 62.60

of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the

surface heating, and applying etc. complete.

8 Scarifying gravelled macadam or bitumen macadam surface 6 cm 52290.00 Sqm. 39.62

to 10 cm.depth including stacking useful materials on road side

and disposing off remaining stuff.

9 Earth work for embankment including breaking clods, dressing 884.85 Cum. 169.43

with all lead and lift including watering, rolling and consolidation of

sub grade in layers at O.M.C to required dry density including

filling the depression which occur during the process using

vibratory roller 8 to 10 Tonne (E) From borrow area within 3.0 Km.

10 Earth work in cutting in all sorts of soil and soft murrum including 16032.00 Cum. 127.74

conveying and spreading the stuff embankment as and where

directed within 200 meter from the end of cutting with all required

It. No. Description of Item Quantity Unit Rate in Figure Total

11 Rolling and watering of earth work in layers with power roller 19409.10 Cum. 22.48

including filling in depression which occur during the process

12 Providing and laying 75 mm thick compacted B. M. with B.T. 14649.70 M.T. 2932.03

aggregate as per MORT&H specification using Emulsion grade

RS-1 for coat at 2.5 Kg./10 Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate 34.0Kg/M.T. i.e. 3.4 %

of total mix including heating the aggregate and asphalt by drum

mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete

13 Providing and laying 25 mm thick compacted Semi Dense 5156.00 M.T. 3283.51

Bituminous Concrete using stone chips as per MORT&H

gradation & VG-30 grade asphalt for mixing @ 5.0% by weight of

total mix for binder of bitumen including heating the aggregate and

asphalt by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including providing

all materials, equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

14 Providing and laying quarry spall of approved quality including 4772.00 Cum. 1025.15

spreading, watering consolidation with vibratory roller including

loading and unloading etc. complete.

15 Construction of dry lean cement concrete 150 mm thick Sub- base 3800.00 Cum. 3096.66

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 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 Slip form paver with electronic

sensor, compacting with 8-10 tonnes vibratory roller, finishing and

curing, finishing to lines and grades as per drawings,

specifications and guidelines as per latest MoRTH Clause

IRC Codal Provisions and as per the instructions of engineer in

16 Construction of un-reinforced, dowel jointed, plain cement 6073.00 Cum. 8152.72

concrete pavement 250 mm thick over a prepared sub base with

concrete grade M40, 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 slip form paver with electronic

sensor, 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, plastic sheath, metal cap,

cotton / compressible sponge, dowel bar, tie rod, admixtures as

approved, Curing with curing compound, Hessian Cloth,

Mechanical Broom and air compressor for cleaning, Texturing

machine, finishing to lines and grades as per drawings,

specifications and guidelines as per latest MoRTH Clause

IRC Codal Provisions and as per the instructions of engineer in

It. No. Description of Item Quantity Unit Rate in Figure Total

17 Road marking with hot applied thermoplastic paints with 3706.00 Sqm. 367.72

reflectorising glass beads on bitumin surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick

includingreflectorising 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

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 years.

18 Supply and Apply Rumbble Strips Road marking with hot applied 162.00 Sqm. 2107.87

thermoplastic paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied thermoplastic

compound 8 mm thick including reflectorising glass beads @

250gms per sqm area, thickness of 8mm 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.

19 Supply and fixing cats eye (Stimsonite) made out of Acrilo beautile 3513.00 No. 375.72

sterine injuction high compressed molding with reflector made of

MMC (prismatic type) size 12 cms x 6 cms x 2.5 cms, provided

with bituminous adhesive 100 g. with each unit for fixing (High

Intensity grade)

20 Direction (Junction) Sign :-Providing and fixing sign boards made 4.00 No. 21287.50

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 (2 Nos.) 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;

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 sheetingct offered shall be submitted by contractor.

It. No. Description of Item Quantity Unit Rate in Figure Total

21 Cautionary Warning Sign :-Providing and fixing sign boards made 22.00 No. 3906.18

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 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

sheetingcontractor.

22 Hazard Marker Sign :-Providing and fixing sign boards made out 18.00 No. 3518.68

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 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

sheetingm third party test lab for the product offered shall be

submitted by contractor.

It. No. Description of Item Quantity Unit Rate in Figure Total

23 Village name Sign :-Providing and fixing sign boards made outof 8.00 No. 6397.43

2mm aluminium sheet / 4mm ACP (Aluminum compositePanel);

size 90x60 cms. rectangular as per design ofIRC-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; 3.3mtr 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 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 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 sheetingbe submitted by contractor.

24 Facility Informatory Sign :-Providing and fixing sign boards made 4.00 No. 3990.64

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

Panel); size 80 x 60 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; 3.6mtr 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. contractor.

It. No. Description of Item Quantity Unit Rate in Figure Total

25 Regulatory / Mandatory Sign :-Providing and fixing sign boards 8.00 No. 3540.12

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

26 STOP Sign :-Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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

It. No. Description of Item Quantity Unit Rate in Figure Total

27 Chevron sign :-Providing and fixing sign boards made out of 11.00 No. 3711.75

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 IntensityPrismatic 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 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 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

28 Providing and fixing 5th kilometer stone of precast C.C. 1:2:4 6.00 No. 1935.15

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting and lettering etc. complete.

29 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 26.00 No. 1290.56

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting and lettering etc. complete.

30 Providing and fixing hectometer as per I.R.C. type design 128.00 No. 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10

31 Dismentalling the existing structure including removing and 22.00 Cum. 886.05

stacking the dismentalled materials as and where directed (A)

32 Excavation for foundation upto 1.5 mt depth including sorting out 241.00 Cum. 189.30

of useful material and disposing of the excavated stuff up to any

lead (1) Loose or soft soil

33 Providing and filling in foundation with ordinary cement concrete 30.00 Cum. 3105.11

M100 mix and providing necessary vertical pin headers including

form work,vibrating, ramming and curing complete.

34 Providing and casting in-situ ordinary cement concrete M150 mix 128.00 Cum. 3678.09

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing without V-grooves (A)

Height from 0.0 to 5 Mt.

35 Providing and fixing in position ISI mark TMT (Fe-415) bar for 1.45 M.T. 73217.52

temperature reinforcement for mass concrete pier/abutment

returns including cutting bending and tying as required complete

36 Supplying and fixing reinforced concrete heavy duty non pressure 30.00 Rmt. 3879.10

pipes with collars of including setting and joining the pipes in C.M.

1:2 watering and laying (to level or slope of IS 458/1971 class

NP3 casted by verically vibrated tecnology of following internal

diameter.(V) 900mm diameter.

37 Providing and filling sand around the pipe including hand packing 7.80 Cum. 454.49

ramming, watering, filling measure boxes etc. complete as

38 Finishing Wall with weather proof exterior emulsion paint on wall 129.00 Sqm. 114.53

surface (two coats) to give an required shape even shade after

throughly brushing the surface to remove all dirt, and remains of

loose powdered materials etc. complete

39 Numbering the CD work with approved paint including all 6.00 No. 58.80

materials for painting etc.

It. No. Description of Item Quantity Unit Rate in Figure Total

Rs. Seventeen Crore Ninety Seven Lakhs, Seventy Five Thousand, Three Hundred Fourteen and

Twenty One Paisa Only

I/We am/are willing to carry out the work @ ______________ % ______________ percent (should

be written in figures and words) below / above, the estimated rates mentioned above, amount of my/our

tender works out as under :

Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and found

It. No. Description of Item Quantity Unit Rate in Figure Total

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.

5 The contractor will have to submit the mix design for different grades of cement concrete and asphalt at

his own cost before execution as directed and to be approved from the engineer in charge.

6 Credit of dismental material Rs.10000/- (Ten Thousand) only shall be recovered from Bill of Contractor.

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Division Bharuch (R & B) Division

Bharuch Bharuch