MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Ambika and Mahuva Taluka PKG:-25/MAH/VKY-2/T/ETB/4-RD/2025-26 Dist Surat. 1. Const.of Salvalla Ashram Joining road Sec-I 0/0 to 0/660, Sec-II 0/0 to 0/150 Ta.Ambika Dist.Surat. 2. Const.of Zervavara Zari Pahad faliya to Vasanjibhai Home to Primary School road Sec-I 0/0 to 0/650, Sec-II 0/0 to 0/580 Ta.Ambika Dist.Surat. 3. Const.of Puna Primary School to Smashanbhumi to Kaka baliya mandir toward road Sec-I 0/0 to 0/900, Sec-II 0/0 to 0/300 Ta.Ambika Dist.Surat. 4. Const.of Kharvan main road to Navi Vasahat Joining road Sec-I 0/0 to 0/420, Sec-II 0/0 to 0/130,Sec-II 0/0 to 0/100 Ta.Mahuva Dist.Surat

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

Roads in Ambika and Mahuva Taluka PKG:-25/MAH/VKY-2/T/ETB/4-RD/2025-26 Dist

Surat.[1]Const.of Salvalla Ashram Joining road Sec-I 0/0 to 0/660, Sec-II 0/0 to 0/150 Ta.Ambika

Dist.Surat.[2]Const.of Zervavara Zari Pahad faliya to Vasanjibhai Home to Primary School road

Sec-I 0/0 to 0/650, Sec-II 0/0 to 0/580 Ta.Ambika Dist.Surat.[3]Const.of Puna Primary School to

Smashanbhumi to Kaka baliya mandir toward road Sec-I 0/0 to 0/900, Sec-II 0/0 to 0/300

Ta.Ambika Dist.Surat.[4]Const.of Kharvan main road to Navi Vasahat Joining road Sec-I 0/0 to

0/420, Sec-II 0/0 to 0/130,Sec-II 0/0 to 0/100 Ta.Mahuva 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 1.56 Hect 28455.08

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 4387.98 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 4648.07 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 Scarifying gravelled macadam or bitumen 1440.00 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, Spreading & rolling of Hard 469.00 Cum. 465.43

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

6 Providing and laying Granular Sub Base Grade I 1554.00 Cum. 753.04

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.

7 Consructing of granular sub-base Gr-II by 1475.40 Cum. 702.74

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.

8 Providing & laying compacted WBM 75mm thick 2315.00 Cum. 1348.84

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

9 Supplying and fixing reinforced concrete heavy 22.50 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)

10 Providing & laying bituminious base course 37.50 1084.00 MT 2931.76

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

11 Providing, laying 25mm thick compacted 760.00 MT 3851.89

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

12 Providing and laying seal coat with B.T. 392.00 MT 4448.98

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 specification.

13 Providing and laying asphalt painting on B.T. 14431.00 Sqmt 46.71

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

14 Providing and fixing ordinary Kilometer stone of 10.00 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.)

15 Providing and fixing Hectometer stone as per 17.00 Nos. 356.50

I.R.C. type design including lettering and painting

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

16 MMGSY Logo Board:- Providing and fixing 4.00 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 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.

17 Village name/ Bump Ahed sign :-Providing and 7.00 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)

18 Direction sign (Junction board):-Providing and 8.00 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

x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of

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

19 Informatory Signs :-Providing and fixing sing 4.00 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)...

20 Road marking with hot applied thermoplastic 571.87 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.

21 Supplying and fixing cat eye (Stimsonite) made 227.00 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)

22 Hazard Marker Sign :-Providing and fixing sing 4.00 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

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)

23 Chevron sign :-Providing and fixing sign boards 19.00 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

24 lab for the product

Cautionary Warningoffered shall be submitted

Sign :-Providing by

and fixing 52.00 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)

25 Type - A, "W" : Metal Beam Crash Barrier 60.00 rmt 3434.00

(Providing and erecting a "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

x 75 x 5 mm, 330 mm long complete as per

26 Regulatory/Mandatory signs :Providing and fixing 4.00 Nos. 3439.81

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).

27 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)

28 Excavation for foundation upto 1.5 m depth 65.30 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.

29 Providing & filling in foundation with ordinary 5.10 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

30 Providing & casting in situ ordinary cement 42.80 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.

31 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.

32 Providing and fixing Guard stone as per I.R.C. 12.00 Nos. 350.80

type design including white washing etc.

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

33 Providing and fixing 20cm x 15cm x 2.5cm thick 1.00 Nos. 279.69

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

including Finishing and engraving letters, etc.

34 Wall painting (two coats) with plastic emulsion 47.40 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.

35 Dismentaling the existing structure including 23.30 Cum. 955.41

removing and stacking the dismentelled materials

as and where directed. (A) R.C.C. work

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