Road

Name of Work :: Construction of various Road in Nadiad taluka Dis. Kheda Under MMGSY (OWR) Yojna year 2025-26 Package No.:-

Bill of Quantities (BOQ)

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[1] Clearing and grubbing road land including uprooting rank 2.94 Hect 28393.04

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

[2] Earthwork for embankment including breaking clods, dressing with 17842.26 Cum 126.68

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.(A) From Borrow area within Land width

[3] Supplying and fixing reinforced concrete heavy duty non-pressure 121.00 Rmt 1176.49

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters.(ii) 450mm dia.

[4] Providing, laying, spreading and compacting stone aggregates of 1660.50 Cum 1613.43

specific sizes to water bound macadam (Grade-I) (B.T. Metal of size

45 to 90 mm) specification including spreading in uniform

thickness, hand packing , rolling with vibratory roller 80-100 kN

static wt. to proper grade and camber, applying and brooming,

stone screening/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting etc. complete as per

[5] Providing, laying, spreading and compacting stone aggregates of 2398.50 Cum 1533.19

specific sizes to water bound macadam (Grade-II) (M.C. Metal of

size 40 to 63 mm) specification including spreading in uniform

thickness, hand packing , rolling with vibratory roller 80-100 kN

static wt. to proper grade and camber, applying and brooming,

stone screening/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting etc. complete as per

Specifcation. (45 to 63mm size M.C. Metal)

[6] Providing and laying Compacted Quarry Spall for side shoulder 588.00 Cum 866.79

including carraige of material and spreading on prepared base

including compacting as per MOST Specification etc... Complete

[7] Providing & laying 37.50mm thick Bituminous grout base course 1181.26 MT 2348.75

with VG-30 Bulk for tack coat @ 4.0 kg./ 10 Sqmt WBM surface

and using B.T. stone aggregate as per required gradation with

asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 Kg/ M.T.

including heating & mixing in drum mix plant transporting the mix

spreading the same by paver finisher and consolidation by

vibratory roller as per MORT&H specification including cost of all

materials fuel, labours, tools and plant etc using contractors own

drum mix plant etc. comp.

[8] Providing and laying 25 mm thick premix asphalt carpet using 826.89 MT 2920.42

0.66 cmt per 1 MT.mix with M.C. stone agg. & VG-30 Bulk for tack

coat @ rate of 2.50 kg / 10 smt. & using asphalt VG-30 of

33.60 kg .ie. 3.36 % by Drum Mix Plant & spreading the same

by paver finisher with vibratory roller 80 to 100 KN. static wt. incl.

providing all equipments tools and plants, fire wood, oil,

kerosene, labour charges etc. complete with contractor's own

machineries, etc. complete

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[9] Providing and laying sealcoat with B.T. agreegate as specified using 429.54 MT 3194.63

agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen grade

VG-30 for mixing with agreegate at the rate of 4.50 % i.e

Kg/M.T. of total mix including heating and mixing in drum mix

plant and spreading the same with paver finisher and consolidation

with vibratory roller including necessary firewood, oil, lubricants,

labour charges using contractor's own drum mix plant machineries

and equipment, tools etc. complete in accordance with the

requirement of specification.

[10] Construction of Granular Sub Base (GSB) by providing M.C. coarse 498.00 Cum 1381.00

graded material of grading-I, spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place method

with rotavator at OMC, and compacting with vibratory roller to

achieve the desired density, complete as per MORTH specification.

[11] Providing and filling in foundation with ordinary cement concrete 508.50 Cum 3245.56

M- 100 mix including formwork, vibrating, ramming and curing

complete. (A) Foundation and plinth

[12] Providing and laying contolled cement concret M-30 and curing 640.00 Cum 5388.59

complete including compacting with surface mechanical vibrator,

mechanical floater, chanelling formwork, grooving including

providing dowel bar, tai bar, expantion joint and construction joint

including filling asphalt filler joint as per instruction of Engineer in

[13] Cautionary Warning Sign :-Providing and fixing sign boards made 32.00 Nos 3218.09

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 Micro Prismatic Grade retro

refiective sheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm 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 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 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Engineering Grade

[14] Facility Informatory Sign :-Providing and fixing sign boards made 9.00 Nos 3741.44

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 Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D- 4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x 6mm as required and frame

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

with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of

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

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

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-11 Retro Reflective

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[15] Regulatory / Mandatory Sign :-Providing and fixing sign boards 16.00 Nos 3113.10

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

composite Panel); size 60 cms Dia Circle as per design of IRC-67-

2012. Pre reated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm as

required and frame fabricated from suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of engineer

in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Engineering Grade

[16] STOP Sign :-Providing and fixing sign boards made out of 2mm 8.00 Nos 4676.06

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

cms Octagone 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

Micro Prismatic Grade retro refiectivesheeting of Type- 11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (A)

Engineering Grade (VR)g

[17] Providing and fixing pre cast C.C. M-150 indicator stone with 196.00 Nos 343.27

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

painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10

[18] Providing and fixing ordinary kilometer stone of precast cc 1:2:4 11.00 Nos 704.33

including necessary reinforcemnent as per IRC type desing and

Fixing in cc 1:4:8 including painting and lettering etc.complete

[19] Chevron sign :-Providing and fixing sign boards made out of 1.5mm 42.00 Nos 3711.75

aluminium sheet / 3mm ACP (Aluminum composite Panel); size

60x50 cm 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

Micro Prismatic Grade retro refiectivesheeting of Type- 11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand

post of 75 x 75 x 6mm as required and frame fabricated from

suitable size iron angle of 50 x 50 x5mm; painted with bestquality

epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the instruction

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

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

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from

originaa manufacturer & a certified copy of 3 year outdoor

exposure test report from third party est lab for the product

offered shall be submitted by contractor. (A) Engineering Grade

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[20] Hazard Marker Sign :-Providing and fixing sign boards made out of 14.00 Nos 2423.74

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 Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr long stand post of 75 x 75 x 6mm as required and frame

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

with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of

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

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

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (A) Engineering Grade (VR)g

[21] Providing and fixing pre cast C.C. M-150 hectometer stone with 40.00 Nos 356.50

necessary reinforcements per I.R.C. type design including painting,

lettering etc. complete (ii) Fixing in C.C. 1:5:10

[22] Route Marker sign :-Providing and fixing sign boards made out of 11.00 Nos 3189.46

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite

Panel); size 60x45 cm rectangular plus 30x25cm additional plate 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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latestM.O.S.T.Specifications; 3.6 mtr long stand post of 75 x 75 x

6mm as required and frame fabricated from suitable size iron

angle of 35x 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 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (A) Engineering Grade (VR)g

[23] Village Name Sign :-Providing and fixing sign boards made out of 9.00 Nos 4842.24

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 Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.3mtr long stand post of 75 x 75 x 6mm as required and frame

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

with bestquality epoxy coatings in black and white bends. The

details of symbol or inscription/letters / numerals for each board

shall be as per the instruction of engineer in charge. The fixing at

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

leg.including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A)

Engineering Grade (VR)g

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[24] Road marking with hot applied thermoplastic paints with 1346.66 Sqm 367.72

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 2 years.

[25] Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 608.00 Nos 326.23

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, 130 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+/- 2 mm) from the body is to be

a minimum value of 500 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.

[26] Providing and fixing Junction board of M.S. plates and angles as 11.00 Nos 5236.70

per standard I.R.C. design including fixing in C.C. 1:4:8 with

necessary excavation painting figuring and lettering on board etc.

[27] Citizen' s information Board- Providing and fixing of typical 5.00 Nos 12254.12

information board as per instruction. Two MS plates of 1.6 mm

thick, of 900 mm x 750mm size fixed at top & bottom duly welded

with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded

by two vertical M.S flats & four horizontal M.S flates 5 mm thick to

75 mm x 75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x 75mm,

below ground level. Painting New letters & figure of any shade with

ready mixed synthetic enample paint of superior quality in required

shade and colour, All sections of framed posts and steel tube will

be painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16)

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[28] "LOGO" Board : Providing and fixing of LOGO informatory sign 5.00 Nos 4642.33

board with Logo as per section 1700 of MORD specifications and

drawing. The board will be a composite unit consisting of Two

Plates of ACM (Aluminum Composite Material), material

specifications as per clause 17001.3. The top most plate will be of

3mm ACP in diamond shape of 600x600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The

Lower plate will be of 4mm ACP of 1100x300mm size riveted with

MS angle iron frame of 25mmx25mmx5mm size on back on edges.

Riveting of all the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The angle iron frame

of Both the plates will be welded to a 75mm x75mmx6mm Mild

steel post at Centre and this post will be embeded in cement

concrete M15 grade block of 450x450x600mm below ground level.

The height of the bottom of the lower plate will be 1200mm from

normal ground level. The spacing between the diamond shaped

plate and Lower Plate is kept 150mm. logo, letters and numerals

on the ACM should be made up of Retro Reflective sheeting of

Type-1 AEGP Class-A grade as per the latest MORD section

and IRC 67-2012 specifications. Al the section of the frame and

posts shall be painted with primer and two coats of epoxy paint.

The design, painting and lettering shall be done as per the Logo

sign Design and as directed by Engineer in-charge. A warranty for

years for the Retro reflective sheeting for Type-1 Class-A from

original manufacturer shall be submitted by contractor.

[29] Project Information Board: Providing and fixing of typical Project 5.00 Nos 8710.19

informatory sign board with Logo as per 1700 of MORD

specifications and drawing. The board will be a composite unit

consisting of Three Plates ACM (Aluminum Composite Material),

material specificaitons as per clause 17001.3. The top most plate

will be of 3mm ACM in diamond shape of 600x600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size on back on

edges. The middle 4mm ACM plate of will be 1200x150mm size

riveted with MS angle iron frame of 25mmx25mmx5mm size on

back on edges. The main 4mm ACM lower most plate will be

1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting of all the sheets over angle and

flat iron frame will be done neatly to have plain surface on one

side. The angle iron frame of lower most plate and flat iron frame

of the middle plate will be welded to two nos. 75mm x75mm (12

SWG) sheet tubes posts placed at 1125mm apart centre to centre.

the top of the middle plate will be flushed with the top of 75mm

dia medium steel tube posts and these posts will be embeded in

cement concrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lower plate will be

1200mm from normal ground level and the bottom of the middle

plate will be 100mm above the top level of the lower most plate.

the diamond shaped plate mounted over flat angle iron frame will

be connected to middle plate by square steel section of

47mmx47mm, thickness 12SWG having a spacing of 100mm

between the diamond shaped plate and middle plate and this

square section will be riveted to the bottom point of the diamond

shaped plate. logo, letters and numerals on the ACM should be

made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade

as per the latest MORD section 1700 and IRC 67-2012

[30] specifications.

Excavation for Al the section

foundation of the

depth and posts sorting

including shall beout and 1375.00 Cum 241.79

stacking of useful materials and disposing of the excavated stuff

upto all lead (A) Dense or Hard soil.

[31] Providing and filling in foundation with ordinary cement concrete 1508.00 Cum 3615.61

M- 150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

Rate (Exclusive

Item Description of Item (with brief specification and reference GST)

Quantity Unit Amount

No. to book of specifications)

[32] Providing TMT Bar FE500D reinforcement for R.C.C. work including 3770.00 Kg 76.21

bending, binding and placing in position complete upto floor two

[33] Providing and laying Weep hole in abutment and return by using 683.00 Nos 45.81

PVC. pipe of 100 mm dia including laying in proper grade and

joining complete etc as per details specification .

[34] White washing with lime on wall surface (two coats) to give an 880.00 Sqm 12.09

even shade including thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign matter

[35] Supplying and fixing reinforced concrete heavy duty non pres- 75.00 Rmt 3446.50

sure pipes with collars for culverts incl. Setting and joining the

pipes in C.M. 1:2 watering & laying (two level or slope ) of

900mm dia. NP3 pipe internal diametre of IS 458 /

[36] Provinding and filling sand below R.C.C. raft in layers including 75.00 Cum 458.14

ramming and watering complete.

[37] Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 120.00 Rmt 3468.34

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section 150 x

x 5 mm, 330 mm long complete as per clause 811)

Two Crore Ninty Nine Lakh Eighty Four Thousand Five Hundread Eight Rupees and Fifty One Paisa Only

I/We am/are willing to carry out the work at…………………………………………….% above/below percent (Should be written in figures and words)

of the estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct…………………………% below Add…………………………% Above

In Worlds In Worlds

(* 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.

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. Credit of dismantled materials of amount of Rs. 0.00/- must be recovered from contractor's 1st R.A. bill.

6. All duties, taxes, and other levies except GST payable by the contractor under the contract, or for any other cause shall be included

in the rates, prices and total Bid Price submitted by the Bidder. (GST will be paid extra)

Dated Signature of Dy. Executive Engineer Executive Engineer

the Contractor. R & B (P) Sub Division R & B (P) Division