02/MANG/MMGSY/T/RES/2-RD/2026-27 Resurfacing of Various roads in Mangrol Taluka (Total 2 Roads 4.70 Km) 1. Resurfaceing of Khareda to Dholikui Road (W/S 0/0 to 3/500) Ta.Mangrol Dist.Surat 2. Resurfaceing of Dholikui Approach Road (Ch.0/0 TO 1/200). Ta.Mangrol Dist.Surat.

Name of Work:- 02/MANG/MMGSY/T/RES/2-RD/2026-27 Resurfacing of Various roads in

Mangrol Taluka (Total 2 Roads 4.70 Km) {1} Resurfaceing of Khareda to Dholikui Road (W/S 0/0

to 3/500) Ta.Mangrol Dist.Surat{2} Resurfaceing of Dholikui Approach Road (Ch.0/0 TO 1/200).

Ta.Mangrol Dist.Surat

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Clearing and grubbing road land including 1.40 Hect 28455.09

uprooting trunk 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 jungle

2 Earthwork in cutting in all sorts of soil and soft 2336.04 Cum. 109.41

murrum 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 with all lead and

3 Earth work for embankment including breaking 1653.94 Cum. 177.91

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade

in layers of O.M.C. to required dry density

including filling in depressions which occure

during the process using vibratory roller 80 to

100 KN (E) From borrow area within 3.00 Km

4 Scarifying gravelled macadam or bitumen 13706.25 Sqmt 42.76

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

5 Supplying Stacking & Spreding Hard Murrum 556.20 Cum. 523.95

below sub base of work as per specification, (

including spreding, watering and consolidation)

With Vibtatory roller excceding 80KN and not

excceding 120KNetc.complete.

6 Consructing of granular sub-base Gr-II by 24.90 Cum. 646.60

providing course graded B.T. machine crushed

material satisfying MOST specification of

grading II including spreading in uniform layer

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 etc. complete.

7 Providing & laying spreading and compacting 2284.20 Cum. 1211.09

stone aggregate 22.4 mm to 53 mm size to

W.B.M. Grade II, including spreading in uniform

thickness, hand packing, rolling with vibratory

roller 8 to 10 tonnes to proper grade and

camber, applying and brooming requisite type

of screening/ binding/ filler materials to fill up

the interstices of coarse aggregate, watering

and compacting to the required density.

Grading III using screening type B ( 11.2 mm

stone aggregate))

8 Supplying and fixing reinforced concrete heavy 37.50 rmt 1968.38

duty 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.(iii)

9 Providing & laying bituminious base course 1057.50 MT 2844.40

37.50 mm thick compacted in Single layer

asphalt VG-30 grade at 1.99 % by weight of mix

for mixing and 4.0 kg/10 smt RS-I grade Asphalt

for tack coat & using B.T. chips of required

gradation including cleaning and heating

asphalt, premix material by drum mix process in

proper gradation and laying with paver finisher

including rolling and consolidation with 8-10

tonne vibratory roller and providing all material

equipment, tools, and plants, fire wood, oil,

kerosene labour charges etc. complete using

contractor's own machinaries, drum mix plant

and paver finisher etc. complete.

10 Providing, laying 37.50 mm thick compacted 1441.20 MT 3659.32

Bituminous Macadam considering

cmt./10Smt. Stone chips for one M.ton as per

specification,VG-30 using the asphalt at rate

34.00 Kg/M.ton (i.e. 3.40% by weight of total

mix) for mixing and RS-I for tack coat at rate

2.5 Kg/ 10sq.mt. including heating and mixing

the asphalt and stone aggregates by continuous

batching of drum mix plant and transporting

and spreading the same by paver finisher and

consoli-dation with vibratory roller with

necessary equipments oil, kerosene,fire wood

labour charges etc comp.with contractor's own

machineries and equipment tools etc. complete

in accordance with the requirement.

11 Providing and laying seal coat with B.T. 628.90 MT 4198.21

aggregate as specified using aggregate at the

rate of 0.24 Cu.mt./10 Sq. mt. and bitumen

grade VG-30 for mixing with aggregate at the

rate of 4.50 % i.e. 45.00 Kg. / M.T including

heating & mixing in hot / drum mix plant &

transporting & sreading the same by paver

finisher & consolidation with vibratory roller

incl. necessary firewoood, oil, lubricants, labour

charges etc. using contractor's own drum mix

plant, machineries & equipment, tools etc.

complete in accordance with the requirement

of specification.

12 Providing and laying asphalt painting on B.T. 17468.75 Sqmt 44.54

surface with bitumen VG-30 at rate 5.00 Kg /

10.00 Sq.mt. of bitumen including spreading

stone dust for painting surface at rate of

13 Providing and fixing ordinary Kilometer stone of 8.00 Nos. 704.33

precast C.C. 1:2:4 including necessary

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

1:4:8 including painting,lettering etc. complete

(For O.D.R road V.R.)

14 Providing and fixing Hectometer stone as per 19.00 Nos. 356.50

I.R.C. type design including lettering and

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

15 MMGSY Logo Board:- Providing and fixing MMGSY 2.00 Nos. 5050.00

Logo Board made out of 2mm aluminium sheet,

as per the drawing & design. Pre treated with

phospheting process and acid etching coated

with one coat of epoxy primer and two coat of

best quality epoxy paint, refloctrorized with

retro reflective sheeting as per the latest

M.O.S.T. specification, 3.1 Mt. long stand post

and frame fabricated from suitable size iron

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

60 cms for each leg, including excavation curing

etc. complete under the supervision of Engineer-

In-Charge (A)Engineer grade.

16 Village name/ Bump Ahed sign :-Providing and 4.00 Nos. 5045.36

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. rectangle as as per the

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; 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)

17 Direction sign (Junction board):-Providing and 4.00 Nos. 14831.71

fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. rectangle as as per

the 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; 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 75x75x6mm as required;

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

18 Informatory Signs :-Providing and fixing sing 6.00 Nos. 3856.90

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

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

3mm75x75x6mm as required; painted with best

qualityepoxy coatings in black and whitebends.

the details of symbol for eachboard shall details

of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing

tec. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)...

19 Road marking with hot applied thermoplastic 43.20 Sqmt 367.72

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35- 2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta.

The white color marking should provide

liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life

during the day time. The marking should meet

the performance criteria for night time

reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be

20 Hazard Marker Sign :-Providing and fixing sing 10.00 Nos. 2423.74

boards 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)

21 Cautionary Warning Sign :-Providing and fixing 24.00 Nos. 3808.66

sing 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

refiectivesheeting 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 bestquality epoxy coatings in black

andwhite 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)

Engineer Grade(VR)

22 Regulatory/Mandatory signs :Providing and 4.00 Nos. 3439.81

fixing sing 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)...

23 STOP SIGN:-Providing and fixing sing boards 4.00 Nos. 4676.06

made out of 2mm aluminium sheet; size 90 x

90cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process &

acid teching; 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 tec. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)

24 Excavation for foundation upto 1.5 m. depth 133.70 Cum. 157.52

including sorting out and stacking of useful

material and disposing off the excavated stuff

as directed by Engineer in charge with all lead

and lift in (a) Dense or hard soil murrum etc.

25 Providing & filling in foundation with ordinary 54.40 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

26 Provading & casting in situ ordinary cement 73.80 Cum. 3860.67

concrete M 150 mix and providing necessary

pinheaders including , shuttering scaffolding

laying vibrating and finishing without V-

Grooves. (A) Heigth from 0.0 m to 5.0m for

head wall of causeway

27 Supplying fixing & joining reinforced concret 30.00 rmt 3469.26

heavy duty non pressure pipe with collars for

culverts carring heavy traffic as per IS 458-1991

specification including setting and joining the

pipe in cement mortar 1:2 watering or laying of

class NP-3 900mm dia.

28 Providing and fixing marble slab including 3.00 Nos. 840.49

engraving and painting complete. (iii) Size 60cm

29 Wall painting two coats with Enamel paint of 124.29 Sqmt 128.62

with 1 coat of Priming Coat brushing, interiour

to give an even shade including cleaning the

surface an even shade including cleaning the

surface of all dirt, dust, and other foreign

30 Providing flood gauge marks on substructure as 3.80 Sqmt 167.03

per design including painting complete.

31 Providing and casting in situ Controlled cement 41.00 Cum. 5237.80

concrete M-200 for average 100 mm thick

wearing coat laid as directed including temping

vibra-ting finishing curring and filling in joints

with Bitumen etc complete.

32 Providing and fixing in position FE 500D TMT bar 4.15 MT 73243.02

reinforement including cutting, bending and

tying complete as per detailed drawings. (D)

33 Providing and fixing Guard stone as per I.R.C. 56.00 Nos. 350.80

type design including white washing etc.

complete (II) Fixing in C.C. 1:5:10

34 Dismentaling the existing structure including 41.00 Cum. 955.41

removing and stacking the dismentelled

materials as and where directed. (B) R.C.C

I / Weam / are willing to carryout 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

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works

directed by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division