MMGSY 2026-27 Resurfacing Resurfacing of Various Roads in Mahuva Taluka PKG:-1/ MAH /MMGSY/ T/RES/2-RD/2026-27 Dist Surat. 1. Resurfacing of MDR Dungari To Mordevi Road K.M 0/0 To 2/900 Ta: Mahuva Dist: Surat. 2. Resurfacing of Naldhara Sarkar Faliya Mahadev Mandir To Bejhiya Faliya Road K.M 0/0 To 3/200 Ta: Mahuva Dist: Surat.

Name of Work:-MMGSY 2026-27 Resurfacing of Various Roads in Mahuva Taluka PKG:-

1/MAH/MMGSY/T/RES/2-RD/2026-27 Dist Surat.[1]Resurfacing of MDR Dungari To Mordevi

Road K.M 0/0 To 2/900 Ta: Mahuva Dist: Surat.[2]Resurfacing of Naldhara Sarkar Faliya

Mahadev Mandir To Bejhiya Faliya Road K.M 0/0 To 3/200 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 1.50 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 Earth work in cutting in all sorts of soil and soft 1109.29 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 1426.28 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 Picking of bituminuos surface using JCB 11940.00 Sqmt 5.39

excavator or by any mechnical means cleaning

and removal of loose and unsuitable material on

the road surface including cost of fuel,lubricant

charges and disposal of loose unsuitable material

from site to the disposal site as directed by

Engineer in charge

5 Supplying, Stacking, Spreading & rolling of Hard 549.00 Cum. 476.57

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 238.00 Cum. 768.60

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 228.90 Cum. 718.10

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 539.00 Cum. 1370.18

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 52.50 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 & rolling of built-up spray grout 3505.00 Sqmt 217.15

in Single layer using bitumen (VG-30) tack coat

at the rate of 2.5 kg/ 10 sqm with spreading stone

aggregate at the rate of 0.50 cum/ 10sqm and

spraying bitumen (VG-30) at the rate of 15 kg/

10sqm for each layer and spreading

cum/10sqm of key aggregate on top, in

accordance with the requirement of specification,

including cost of stone aggregate, bitumen,

consolidation with Vibratory roller, necessary

firewood, oil, lubricants, tools etc. complete.

11 Providing, laying 37.50 mm thick compacted 1772.00 MT 3798.90

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.

12 Providing and laying seal coat with B.T. 706.00 MT 4454.64

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.

13 Providing and laying asphalt painting on B.T. 19591.00 Sqmt 46.74

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 7.00 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 25.00 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 2.00 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 10.00 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 12.00 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 2.00 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 Excavation for foundation upto 1.5 m depth 243.80 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.

21 Providing & filling in foundation with ordinary 19.60 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

22 Providing & casting in situ ordinary cement 228.80 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.

23 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.

24 Supplying fixing & joining reinforced concret 15.00 rmt 5560.01

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 1200mm dia.

25 Providing and fixing Guard stone as per I.R.C. 24.00 Nos. 350.80

type design including white washing etc.

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

26 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.

27 Wall painting (two coats) with plastic emulsion 205.10 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.

28 Dismentaling the existing structure including 130.30 Cum. 955.41

removing and stacking the dismentelled materials

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

29 Excavation for foundation in sand, gravel, clay 117.20 Cum. 526.15

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing

of the excavated stuff as directed.(A) Depth upto

3.0 M. and lead upto 100m for 10 Cum

30 Excavation in large boulders and soft rock by 128.50 Cum. 736.60

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

31 Providing and casting in situ Ordinary cement 30.10 Cum. 3741.12

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

32 Providing and Casting in situ controlled Cement 238.30 Cum. 4557.37

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

33 Providing and casting in situ controlled cement 86.80 Cum. 5691.55

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

centering, scaffolding, curing and finishing

complete. (more than 10 ton)

34 Providing and casting in situ controlled cement 26.10 Cum. 4917.69

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more

35 Providing and casting in situ controlled cement 17.10 Cum. 5343.61

concrete M-250 for average 100 mm thick

wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with

bitumen complete (more than 10 ton)

36 Providing and casting in situ ordinary cement 59.60 Cum. 4797.50

concrete M. 200 mix and providing necessary pin

headers including shuttring scaffolding laying

vibrating curing and finishing complete. Without V-

Grooves. (A) Height from 0.0 M to 5.0. M

37 Providing and fixing in position IS mark steel bar 26.64 MT 73243.02

reinforcement of bar grade FE-500/500D

including cutting, bending, hooking and tying

complete as per detailed drawing for raft slab,

pier, solid slab, kerb block, wearing coat etc.

38 Provding P.V.C. 100 mm diameter water spouts 12.00 Nos. 159.37

including necessary iron gratings as per

drawings. (more than 10 ton)

39 Providing & laying weep hole in Aburtments, and 46.00 Nos. 89.20

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

laying in proper grede and jointing the completed

as per detailed specification.

40 Providing and laying - Fitter Media 600mm thick 112.50 Sqmt 1311.18

directed at the back of abutments, returns and

wing walls as per detailed specifications. (more

41 Supplying Pre - Moulded Bituminious Joint Filler. 28.80 Sqmt 703.53

(iii) 12 mm size

42 Providing and filling sand behind abutments and 146.20 Cum. 504.42

between returns in layers as directed

43 Providing 22.5 cm thick dry stone rubble pitching 192.00 Sqmt 1291.79

including prepairing the surface and making

pannels of 3.00x3.00m with stone masonry in

C.M.1:6 including filling murrum and cement

pointing in C.M.1:3 etc. Complete

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