Resurfacing of Chasvad Koyali Mandavi Nana Jambuda Road Ch. 0/000 to 10/100 (MDR) Ta. Netrang Dist. Bharuch

Bill of Quantity

Memorandum showing items of work to be carried out

Item of work Quantity Unit Amount

Clearing and grubbing road land including uprooting

trunk vegetation, grass bushes, shrubs, saplings and tree

girth up to 300 mm, removal of stumps of trees cut earlier

1 and disposal of unserviceable materials (C) by mechanical 1.82 Hec. 28393.04

means in area of light jungle

Dismantling of cement concrete pavement by mechanical

means 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

Box cutting the road surface to proper slope and camber

for making a base for road work including removing the

3 excavated stuff and depositing on the road side slope as 21115.00 Cum 104.20

directed upto 50Mt.lead.

Construction of 150 mm thick Compacted Granular Sub

Base (Grade-V, Crushed BT Material of 53 mm to 26.50 @

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 as per

Construction of 150 mm thick compacted GRANULAR

SUB BASE ( Grading-I , Crushed B T materials of 53 mm to

mm @ 30 % ) by providing close graded matrial , mixing in

a machanical mix plant at OMC, arriage 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 as per

Item of work Quantity Unit Amount

Providing and laying wet mix macadam base course

mm thick 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,

6 spreading in to grade and camber with paver/mechanical 6482.00 Cum 1265.53

means and consolidation each layer with vibratory roller

to aschieve the desired density including cost of material

labour plant and equipment etc. complete.

Providing and applying priming coat with Emulsion SS-I

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt

7 and preparing the surface heating, and applying etc. 23967.00 Sqm 61.82

Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

Earth work for embankment including breaking clods,

dressing with all lead and lift including watering, rolling

and consolidation of sub grade in layers at O.M.C to

9 required dry density including filling the depression 15150.00 Cum 178.52

which occur during the process using vibratory roller 8 to

10 Tonne (E) From borrow area within 3.0 Km. lead

Rolling and watering of earth work in layers with power

10 roller including filling in depression which occur during 10557.50 Cum 22.48

Providing and laying 75 mm thick compacted B. M. with

B.T. aggregate as per MORT&H specification using

Emulsion grade RS-1 for coat at 2.5 Kg./10Sq.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

11 heating the aggregate and asphalt by drum mix plant and 10727.00 M.T. 2743.10

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

Providing and laying 25 mm thick compacted Semi Dense

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

12 heating the aggregate and asphalt by drum mix plant and 3271.00 M.T. 3229.98

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

Providing and applying asphalt painting on B.T. surface

with mechanical sprayer using bitumen VG-30 at the rate

of 5.00 Kg/10 Sq.mt. and spreading stone dust on painting

13 surface at the rate of 0.03 Cu.m./10 Sq.mt. including 54175.00 Sqm 35.19

rolling with pneumatic tyred roller and brushing etc.

Item of work Quantity Unit Amount

Providing and laying quarry spall of approved quality

including spreading, watering consolidation with

14 vibratory roller including loading and unloading etc. 3030.00 Cum 868.60

Construction of dry lean cement concrete 150 mm thick

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

kg/cum, optimum moisture content to be determined

during trial length construction, concrete strength not to

15 be less than 10 Mpa at 7 days, mixed in a batching plant, 218.00 Cum 3084.54

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 601, IRC Codal Provisions and as per the

instructions of engineer in charge.

Construction of un-reinforced, dowel jointed, plain cement

concrete pavement 250 mm thick over a prepared sub base

with concrete grade M45, 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

16 membrane, sealant primer, joint sealant, debonding strip, 344.00 Cum 7864.87

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 602, IRC Codal

Provisions and as per the instructions of engineer in

Item of work Quantity Unit Amount

Road marking with hot applied thermoplastic paints with

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 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 years.

Supply and Apply Rumbble Strips Road marking with hot

applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot

applied thermoplastic compound 8 mm thick including

18 reflectorising glass beads @ 250gms per sqm area, 89.00 Sqm 1772.55

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.

Supply and fixing cats eye (Stimsonite) made out of Acrilo

beautile sterine injuction high compressed molding with

reflector made of MMC (prismatic type) size 12 cms x

19 cms x 2.5 cms, provided with bituminous adhesive 100 g. 3046.00 Nos. 375.72

with each unit for fixing (High Intensity grade)

Item of work Quantity Unit Amount

Direction (Junction) Sign :-Providing and fixing sign

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 (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 sheeting

Cautionary Warning Sign :-Providing and fixing sign

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

21 details of symbol for each board shall be as per the 22.00 Nos. 3906.18

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

Item of work Quantity Unit Amount

Hazard Marker Sign :-Providing and fixing sign 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

22 coatings in black and white bends. The details of symbol 18.00 Nos. 3518.68

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

Village name Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 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; 3.3mtr 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

23 inscription / numerals for each board shall be as per the 8.00 Nos. 6397.43

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

Item of work Quantity Unit Amount

Facility Informatory Sign :-Providing and fixing sign

boards made 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

refiective sheeting 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

24 coatings in black and white bends. The details of symbol 4.00 No. 3990.64

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.

Regulatory / Mandatory Sign :-Providing and fixing 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

refiective sheeting 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

25 coatings in black and white bends. The details of symbol 8.00 No. 3540.12

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.

Item of work Quantity Unit Amount

STOP Sign :-Providing and fixing sign boards made 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.

Chevron sign :-Providing and fixing sign boards made out

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 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

Providing and fixing 5th kilometer stone of precast C.C.

1:2:4 including necessary reinforcement as per I.R.C. type

28 design in C.C. 1:4:8 including painting and lettering etc. 4.00 Nos. 1935.15

Item of work Quantity Unit Amount

Providing and fixing ordinary kilometer stone of precast

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

29 type design in C.C. 1:4:8 including painting and lettering 16.00 Nos. 1290.56

Providing and fixing hectometer as per I.R.C. type design

30 including painting lettering etc. complete fixing in C.C. 82.00 Nos. 356.50

Dismentalling the existing structure including removing

31 and stacking the dismentalled materials as and where 30.00 Cum 886.05

directed (A) R.C.C. work

Excavation for foundation upto 1.5 mt depth including

sorting out of useful material and disposing of the

32 excavated stuff up o 50 mt lead (1) Loose or soft soil 339.00 Cum 189.30

Providing and filling in foundation with ordinary cement

concrete M100 mix and providing necessary vertical pin

33 headers including form work,vibrating, ramming and 145.00 Cum 3105.11

curing complete.

Providing and casting in-situ ordinary cement concrete

M150 mix and providing necessary pin headers including

34 shuttering, scaffolding, laying, vibrating and finishing 153.00 Cum 3678.09

without V-grooves (A) Height from 0.0 to 5 Mt.

Providing and fixing in position ISI mark TMT (Fe-500)

bar for temperature reinforcement for mass concrete

35 pier/abutment returns including cutting bending and 12.87 M.T. 73217.52

tying as required complete

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts including

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

36 laying (To level of slops of I.S. 458 / 1971 Class NP4 casted 50.00 Rmt 6595.89

by vertically vibrated technology of following internal

diameter. (vii) 1200 mm dia.

Providing and filling sand around the pipe including hand

37 packing ramming, watering, filling measure boxes etc. 22.61 Cum 454.49

complete as directed.

Finishing Wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape even

38 shade after throughly brushing the surface to remove all 151.00 Sqm 114.53

dirt, and remains of loose powdered materials etc.

Numbering the CD work with approved paint including

all materials for painting etc.

Excavation for foundation in sand, gravel, clay soft soil &

murrum etc. including shoring, strutting and dewatering

40 as necessary and dispossing of the excavated stuff as 1224.00 Cum 486.77

directed depth upto 3.0 mt.

Providing and filling in foundation with ordinary cement

concrete M.150 mix and providing necessary vertical pin

41 headers including form work vibrating ramming and 89.00 Cum 3475.16

curing complete.

Item of work Quantity Unit Amount

Providing and casting in situ controlled cement concrete

M.200 for R.C.C. raft and cutt off walls as per drawing

42 including necessary shuttering laying, vibrating, ramming 400.00 Cum 4268.84

and curing complete.

Providing and casting in situ controlled cement concrete

M.250 for R.C.C. raft and cutt off walls as per drawing

43 including necessary shuttering laying, vibrating, ramming 76.30 Cum 4374.56

and curing complete.

Providing and laying weep holes in abutment & return by

using A.C. pipe of 100mm diameter with laying in proper

44 grade & joints complete etc. as per detailed specification. 454.00 Cum 82.57

Providing and fixing in position IS mark steel bar

reinforcement of bar grade FE-500D(TMT) including

45 cutting, bending, hooking and tying complete as per 24.10 M.T. 72601.86

detailed drawing for raft slab, pier, solid slab, kerb block,

wearing coat etc.

Providing and filter media 600mm thick as directed at the

46 back of abutment returns & wingwall as per detailed 452.00 Sqm 1180.34

Providing and casting in situ controlled cement concrete

M-300 for R.C.C. solid slab including centering,

47 scaffolding, curing and finishing complete. 39.00 Cum 5265.24

Providing and casting in situ controlled cement concrete

M-200 for average 75 mm thick wearing coat laid as

48 directed dincluding tamping, vibrating, finishing, curing 39.00 Cum 4950.70

and fillingin joints with bitumen complete

Providing and filling sand behind abutments and between

returns in layers as directed

Provision of an Reinforced cement concrete crash barrier

at the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

Fe-500D reinforcement 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

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid dry in

51 front of toe of embankment complete as per drawing and 56.90 Cum 1041.05

Technical specifications - Stone/Boulder

Providing and laying rubble for apron (each stone

weighing not less than 40 Kg.) including hand packing

and filling in the interstices with quarry spall.

Item of work Quantity Unit Amount

Earthwork for embankment including breaking

clods,dressing with all lead and lift (excluding watering

53 and consolidation)(C) From Borrow area within 1.0 627.80 Cum 150.39

Excavation for foundation up to 1.50 mt depth including

sorting out and stacking of useful material and disposing

54 of the excavated stuff up to 50 mt. lead (1) Loose or soft 1538.00 Cum 203.82

Providing and casting in-situ controlled cement concrete

M200 mix and providing necessary pin headers including

55 shuttering, scaffolding, laying, vibrating and finishing 447.00 Cum 4048.14

without V-grooves ( A ) Height from 0.0 to 5 Mt.

Providing temporary all weather diversion suitable for

double lane traffic during the construction period of box

culvert including providing earthwork for

embankment/Cutting as per site requirement, providing

RCC pipes of suitable diameter in required row to drain

water, supplying, spreading and compacting 200 mm thick

GSB grade V & 200 mm thick GSB grade III & 25 mm thick

S.D.B.C. in 7 mt. carriageway with providing all safety

measures including red lamps/ signals at night for traffic

and maintaining the diversion in condition till completion

of work etc.complete as directed.

Rupees Nine Crores Seven Lakhs Eighty Eight Thousand Four Hundred Seventy Four and Paise Thirty

Item of work Quantity Unit Amount

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. Amount of my/our tender works

*Estimated amount *Estimated amount

Put to tender Rs…90788474.3586 Put to tender Rs.90788474.3586

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note 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.

Note 2:-The labour cess will be deducted as per prevailing rules ie. 1% of the work done.

Note 3:-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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

Note 5 An amout of Rs. 551822.28 (Rupees Five Lakhs Fifty One Thousand Eight Hundred Twenty Two and Paise

Twenty Eight Only ) towards estimated salvage value of dismantled materials likely to be available from

dismantaling the existing structures and material available from diversion road shall be recovered from the

1st R.A. Boll of this work irrespective of the quantity actually received on site.

Note 6:-To be continued on additional sheet,if found necessary.

Signature of Bidder Executive Engineer

Bharuch ( R&B ) Division