MMGSY

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

1 Excavation for foundation in hard murrum and 2035.00 Cmt. 611.33

boulders and very stiff or sticky, clays and other similar

strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as

directed .

2 Providing and filling in foundation with ordinary 431.00 Cmt. 3715.79

cement concrete M-150 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

3 Providing and casting in situ controlled cement 1439.00 Cmt. 5160.61

concrete M-200 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

4 Providing and casting in situ controlled cement 153.00 Cmt. 5482.96

concrete M-200 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(B) Height from 5.0 to 10.0 M. (1) Piers (2)

Abutment (3) RCC return

5 Providing and casting in situ controlled cement 56.00 Cmt. 5346.94

concrete M-250 mix for R.C.C. works in pier cap

abutment cap and dirt wall including controlled

cement concrete M-300 bed block or pedstals of

required size below bearings as per detailed

drawings, centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing

complete. Including apoxy painting in over expose

6 Providing and casting in situ controlled cement 166.00 Cmt. 5397.44

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing complete.

Including apoxy painting in over expose surface.

7 Providing and casting in situ controlled cement 53.00 Cmt. 5198.47

concrete concrete M-250 for approach slab

including formwork curing and finishing complete.

BOQ Page No.413

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

8 Providing and casting in situ controlled cement 45.00 Cmt. 5657.01

concrete M-400 for average 100 mm thick wearing coat

laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

9 Providing and laying in position FE 550D TMT bar 51.00 M.T. 84103.71

reinforcement with fusion bonded Epoxy coating not

less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620- 1993/ ASTM-775 M

including testing of coating at plant and all taxes, cutting,

bending, hooking and tying complete as per detailed

drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. Returns

10 Providing and fixing in position 32mm Mild steel 30.00 No. 341.29

dowel bars in pier caps or abutment caps for anchorage

in fixed end as per detailed drawings including cutting,

bending and welding complete.

11 Providing and fixing in position 32mm Mild steel 30.00 No. 399.70

dowel bars in pier caps or abutment caps for anchorage

in free end as per detailed drawings including cutting,

bending and welding complete.

12 Providing and filling sand behind abutments and 1685.00 Cmt. 562.08

between returns in layers as directed.

13 Providing & laying weep hole in Aburtments, and 612.00 No. 48.11

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

proper grede and jointing the completed as per detailed

specification.

14 Providing and laying filter media 600 mm thick as 228.00 Smt. 1239.36

directed at the back of abutments, returns and wing

walls as per detailed specifications

15 Providing PVC 100 mm diameter water spouts 20.00 No. 159.37

including necessary iron grating as per drawings

16 Providing 12mm thick premoulded asphalt filler 49.00 Smt. 703.53

joint as per drawing.

17 Providing and Laying Tar Paper Bearing as per directed 7.00 Job. 5000.00

engineer in charge.

18 Providing flood gauge marks on substructure as per 10.00 Rmt. 167.04

design including painting complete.

BOQ Page No.414

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

19 Reinforced Cement Concrete Crash Barrier (Provision of 124.00 Rmt. 1534.19

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

TMT 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 Engineer, all as specified)

20 Finishing wall with weather proof exterior emulsion 131.00 Smt. 120.27

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

21 Dismentaling the existing structure including removing 69.00 Cmt. 930.36

and stacking the dismentelled materials as and where

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

22 Demolition of Brick work and stone masonry including 180.00 Cmt. 562.90

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (ii) In

Cement Mortar.

23 Clearing and grubbing road land including uprooting 0.180 Hect. 28455.11

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

24 Earthwork for embankment including breaking clods, 2167.96 Cmt. 186.65

dressing with all lead and lift including watering and

consolidation from borrow area within all lead & lift

inlcuding filling the depresion which occure during the

process of using vibratory rolling 80 KN to 100 KN

static weight.

25 Providing and laying 200mm thick Granular Sub base 79.00 Cmt. 751.36

using unscreened gravel (CBR not less than 10) and

spreading watering and consolidation by Vibratory

roller 80 to 100 Kn static weight etc complete.

BOQ Page No.415

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

26 Providing and laying 200 mm thick Granular sub base in 74.00 Cmt. 1248.35

required layer by providing coarse graded materials

Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @

35% , aggregate 26.50 to 4.75mm @ 45% and Stone dust

@ 20% as per Table 400-2 of MORT&H gradation

including conveying the materials at site of work, mixing

& spreading in to grade and camber, watering &

consolidating at OMC with vibratory roller including the

cost of material, labours etc. complete.

27 Supplying and fixing reinforced concrete heavy duty 90.00 Rmt. 3469.26

non-pressure 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.(v) 900mm dia.

28 Providing and laying Mix Seal Surfacing 20.00 mm thick 16.00 M.T. 3843.24

using stone chipping as per MORT & H specification and

asphalt grade VG-30 for mixing @ 50.90 Kg/M.T. i.e.

% of total weight of mix including heating the asphalt

and aggregate mixing by continuous Drum mix plant

transporting mixed material and spreading the same by

pavers finisher and consolidation by vibratory roller of

80 Kn to 100 Kn static weight and flushing sand or stone

dust @ 0.03 cmt / 10 smt including cost of labour, oil,

lubricant etc using contractor's own Machineries and

plant firewood, oil, kerosene, labour charges etc.

29 Regulatory/Mandatory signs :Providing and fixing sing 16.00 No. 3268.76

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; 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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)

BOQ Page No.416

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

30 Cautionary Warning Sign :-Providing and fixing sing 20.00 No. 3379.00

boards made out of 2mm aluminium sheet; size 90 x 90 x

90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with best quality epoxy coatings in

black andwhite bends. The details of symbol foreach

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) Engineer Grade(VR)

31 Hazard Marker Sign :-Providing and fixing sing boards 8.00 No. 2423.74

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings The fixing at

site shall be in 1:2:4 CC block of size 45x45x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)

32 Diversion sing board :-Providing & Fixing sign boards 8.00 No. 6798.92

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968,3.1m long (2nos) stand

post and frame fabricated from iron angle of

35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45x 60cms for each

leg, including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

Grade(VR).

BOQ Page No.417

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

33 Chevron sign:-Providing and fixing sign boards made out 28.00 No. 3711.75

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

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

34 Around the Island/road direction sign board (Big) :- 4.00 No. 6798.92

Providing & Fixing sign boards made out of 2mm

aluminium sheet, size 180 x 60 cms rectanglel as per the

attached drawing pre treated with phospheting process

& acid etching. coated with one coat of epoxy priemr and

two coats of best quality epoxy paint reflectorised with

retro reflective sheeting as per latest M.O.S.T. 3.1m long

(2nos) stand post and frame fabricated from iron angle

of 50x50x5mm, painted with best quality epoxy coating

the fixing at site shall be in 1:2:4 CC block of size 45 x

45x 60cms for each leg, including excavation curing etc.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR).

BOQ Page No.418

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

35 Men at work (Heavy) sign :-Providing and fixing sing 4.00 No. 6141.21

boards made out of 2mm aluminium sheet; size 120 x

90cms. rectangle as as per the attached drawing. pre

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2

nos) stand post and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm 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 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)

36 Earthwork in cutting in all sorts of soil and soft murrum 75.00 Cmt. 109.42

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

37 Providing and laying 100mm thick Granular sub base in 143.00 Cmt. 1253.50

required layer by providing coarse graded materials

Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @

35% , aggregate 26.50 to 4.75mm @ 45% and Stone dust

@ 20% as per Table 400-2 of MORT&H gradation

including conveying the materials at site of work, mixing

& spreading in to grade and camber, watering &

consolidating at OMC with vibratory roller including the

cost of material, labours etc. complete.

38 Providing and laying 100 mm thick Compacted WBM 140.00 Cmt. 1755.26

(Using loose volume, MCBT metal size 45 to 90 mm

size) (1.21 Cmt.B.T. Grit 11.2 mm size 0.18 cmt, Stone

dust 0.09 Cmt per Total 1 Cmt of Compacted volume)

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

course aggregate watering and compacting etc. complete

as per Specification.

BOQ Page No.419

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

39 Providing and laying 150 mm thick Compacted WBM 203.00 Cmt. 1654.72

( Using loose volume, MCBT metal size 45 to 63 mm

size) (1.21 Cmt.B.T. Grit 11.2 mm size 0.18 cmt, Stone

dust 0.09 Cmt per Total 1 Cmt of Compacted volume)

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

course aggregate watering and compacting etc. complete

as per Specification.

40 Providing & Laying Bituminious Grout 37.50mm thick 100.00 M.T. 2619.17

compacted with bitumen of grade of VG-30 at rate

% by weight of mix for mixing and Asphalt grade VG-30

to be used @ 4.00 kgs./ 10 Sq.m. for tack coat on WBM

surface and using B.T chips of required gradation

including cleaning and heating asphalt pre mix materials

by hot mix process in proper gradation and laying with

paver finisher and consolidation work as per M.O.R.T.&

H specification including cost of labour, materials and

plant, fuel, oil, kerosene, labour charges etc. complete

using contractor's own machinery drum mix plant &

paver finisher etc. complete.

41 Providing and laying 37.50 mm thick Bitumenous 111.00 M.T. 3179.82

Macadam with using asphalt grade VG 30 for tackcoat at

the rate of 2.50 Kg./10 sqm. using crushed stone

aggregate as per MORT & H gradation and VG-30

grade Bitumen at the rate of 3.40% by weight of

total mix ( ie 34 kg. / MTon of mix ) for binding

including heating & mixing the asphalt and aggregates

by contineous Drum mix plant and transporting the

mix and spreading the same by paver finisher and

consolidation with vibratory road roller of 80 to

KN Static WT including providing and laying

uniformly tack coat and using contractor's own

machinaries including cost of all materials, fuel, labours,

tools and plant etc using contractor's own machinaries

etc. complete.

BOQ Page No.420

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

42 Providing and laying Mix Seal Surfacing 20 mm thick 62.00 M.T. 3846.18

using stone chipping as per MORT & H specification and

asphalt grade VG-30 for mixing @ 50.90 Kg/M.T. i.e.

% of total weight of mix including heating the asphalt

and aggregate mixing by continuous Drum mix plant

transporting mixed material and spreading the same by

pavers finisher and consolidation by vibratory roller of

80 Kn to 100 Kn static weight and flushing sand or stone

dust @ 0.03 cmt / 10 smt including cost of labour, oil,

lubricant etc using contractor's own Machineries and

plant firewood, oil, kerosene, labour charges etc.

43 Citizen' s information Board- Providing and fixing of 2.00 No. 11612.98

typical MMGSY information board as per instruction.

Two ACP sheets of 3 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly rivetted with MS angles of

x 25 x 5 mm thick M.S angle shall be welded by two

vertical M.S angle of 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x

75mm, below ground level. The letters & figure of any

shade reflectorised with High Intensity Prismatic Grade

Retro Reflective Sheeting of Type-4 as per ASTM D-4956

and latest MORD specifications; 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). (A) Class-B High intensity

Grade Retro Reflective sheeting

BOQ Page No.421

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

44 MMGSY "LOGO" Board : Providing and fixing of MMGSY 2.00 No. 5068.18

LOGO informatory sign 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. MMGSY 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

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 MMGSY Logo sign Design and as directed by

Engineer in-charge. A warranty for 5 years for the Retro

reflective sheeting for Type-1 Class-A from original

manufacturer shall be submitted by contractor.

BOQ Page No.422

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

45 MMGSY Project Information Board: Providing and fixing 2.00 No. 11112.02

of typical PMGSY Project 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 diamondfor

46 Excavation shaped plate and

foundation middle

upto plate

1.5 m andincluding

depth this 595.20 Cmt. 253.89

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

47 Providing and filling in foundation with ordinary 57.60 Cmt. 3345.59

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

48 Providing & casting in situ ordinary cement concrete 368.00 Cmt. 4292.50

M-200 mix and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves.(A)

Height from 0.0 M. to 5.0 M.

49 Providing TMT Bar FE500D reinforcement for R.C.C. 21724.00 Kg. 77.29

work including bending, binding and placing in position

complete upto floor two level

BOQ Page No.423

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

50 Providing and laying - Fitter Media 300mm thick directed 307.20 No. 620.14

at the back of abutments, returns and wing walls as per

detailed specifications.

TOTAL =

I / We am / are willing to carry out the work at ________________________________ % above / below

percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our

tender works out as under

Estimated amount put to Estimated amount put to

Tender Rs. __________________ Tender Rs. __________________

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

Net Rs. _______________________________ Total Rs. _________________________

In words ______________________________ In words ________________________

(* Please strike out whichever is not applicable)

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or

as directed.

2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be

struck by the contractor under his signature.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold

good for work under all conditions, site, moisture, weather etc.

4. To be Continued on additional sheets, if found necessary.

5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /

102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain

any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

8. Credit of Rs.705948.99 Shall be recovered from the payable bills towards cost of dismental materials.

Signature of Deputy Executive Engineer Executive Engineer

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

PETLAD ANAND.

BOQ Page No.424