MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Mahuva and Ambika Taluka PKG:-24/MAH/VKY-2/T/ETB/3-RD/2025-26 Dist Surat. 1. Const.of Karcheliya Bandukiya faliya to PHC Joining road Ch 0/0 to 1/00 Ta. Mahuva Dist.Tapi. 2. Const.of Ondach Village Nayki faliya Sub Center Joining road Ch 0/0 to 0/460 Ta. Mahuva Dist.Tapi. 3. Const.of Umara Nayki faliya Hansaben Home to PHC Joiniing road Ch 0/0 to 1/280 Ta. Ambika Dist.Surat.

Name of Work:-MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various

Roads in Mahuva and Ambika Taluka PKG:-24/MAH/VKY-2/T/ETB/3-RD/2025-26 Dist

Surat.[1]Const.of Karcheliya Bandukiya faliya to PHC Joining road Ch 0/0 to 1/00 Ta. Mahuva

Dist.Tapi.[2]Const.of Ondach Village Nayki faliya Sub Center Joining road Ch 0/0 to 0/460 Ta.

Mahuva Dist.Tapi.[3]Const.of Umara Nayki faliya Hansaben Home to PHC Joiniing road Ch 0/0 to

1/280 Ta. Ambika Dist.Surat.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including 1.13 Hect 28455.10

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 Earth work in cutting in all sorts of soil and soft 4248.50 Cum. 134.63

murrum including conveying and spreading the

stuff embankment as and where directed within

200 meter from the end of cutting with all

required lead and lift.

3 Earth work for embankment including breaking 4241.23 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 Lead

4 Supplying, Stacking, Spreading & rolling of Hard 342.00 Cum. 499.51

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

5 Providing and laying Granular Sub Base Grade I 1308.00 Cum. 795.44

by providing course graded material conforming

to Table 400-2 of MOST specification of grading

I,using material combination of crushed

aggregate, stone dust etc. as required gradation

including spreading,watering & consolidation by

vibratory roller in grade and camber as directed.

6 Consructing of granular sub-base Gr-II by 1249.20 Cum. 744.90

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 compacted WBM 75mm thick 1715.00 Cum. 1405.72

Grade II Single layer as per MORTH

specification using machine crushed M.C. Metal

of size 45 mm to 63mm with using 0.16 Cu.m./10

Sq.m. stone screenings 6mm to 10mm nominal

size and binding materials @ 0.08Cu.m./10

Sq.m. including spreading in uniform thickness,

watering and consolidation with vibratory roller

8 Supplying and fixing reinforced concrete heavy 67.50 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 797.00 MT 2954.01

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 25mm thick compacted 558.00 MT 3873.98

bituminous carpet considering 0.66 cmt./10Smt.

Stone chips for one M.ton as per specification,

using the asphalt at rate 33.60 Kg/M.ton (i.e.

3.36% by weight of total mix)(VG-30) and

asphalt for tack coat at rate 2.5 Kg/ 10sq.mt VG-

30. 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. 298.00 MT 4471.49

aggregate as specified using aggregate at the

rate of 0.18 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

12 Providing and laying asphalt painting on B.T. 10975.00 Sqmt 46.81

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. 1293.39

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

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

1:4:8 including letter and paints etc. complete

(For N.H., S.H. and M.D.R.)

14 Providing and fixing Hectometer stone as per 13.00 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 3.00 Nos. 5050.00

MMGSY 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

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 12.00 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 10.00 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 Grade(VR)

18 Informatory Signs :-Providing and fixing sing 3.00 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 599.88 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

mcd/m2/lux and Asphalt road shall be min

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.

20 Supplying and fixing cat eye (Stimsonite) made 408.00 Nos. 375.72

out from Acrilo beautile sterine injuction high

compressed molding with reflector made of

MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g.

with each unit for fixing. (High Intensity grade)

21 Hazard Marker Sign :-Providing and fixing sing 6.00 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)

22 Chevron sign :-Providing and fixing sign boards 12.00 Nos. 3711.75

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

23 Cautionary Warning Sign :-Providing and fixing 48.00 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)

24 Regulatory/Mandatory signs :Providing and 8.00 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

25 STOP SIGN:-Providing and fixing sing boards 5.00 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)

26 Excavation for foundation upto 1.5 m depth 107.20 Cum. 260.57

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil.

27 Providing & filling in foundation with ordinary 13.40 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

28 Providing & casting in situ ordinary cement 101.90 Cum. 3901.36

concrete M-150 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.

29 Supplying fixing & joining reinforced concret 15.00 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.

30 Providing and fixing Guard stone as per I.R.C. 20.00 Nos. 350.80

type design including white washing etc.

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

31 Providing and fixing 20cm x 15cm x 2.5cm thick 2.00 Nos. 279.69

year plate of marble stone set in C.M. 1:4

including Finishing and engraving letters, etc.

32 Wall painting (two coats) with plastic emulsion 89.30 Sqmt 84.37

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

33 Providing and laying in position FE 500/500D 0.22 MT 73858.68

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns (upto 10 ton)

34 Providing and Laying weep hole in abutment and 19.00 Nos. 89.20

return by using A.C. pipes of 100 mm diameter

with laying in proper grade and jointing complete

etc.as per detailed specification.

35 Providing and filter media 600mm thick as 19.00 Sqmt 1311.18

directed at the back of abutment returns &

wingwall as per detailed specification.

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 under.

*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