MMGSY Year 2026-27 Resurfacing of Various Roads in Gandevi Taluka Package No. 30 Total 3 road 3.00 km. 1. Resurfacing of 95.0 Bhagad Rameshwar Mandir thi Krushnpur Road (V.R-N.P) 0.500 KM Ta: Gandevi Dist: Navsari. 2. Resurfacing of Movasa Mukhya Rasta thi Smashanbhumine Jodato Road. (V.R-N.P) 1.00KM Ta: Gandevi Dist: Navsari. 3. Resurfacing of Masa Smashanbhumi thi Kor Jato Rasto (V.R-N.P) 1.50 KM Ta: Gandevi Dist: Navsari.

Name of Work:- MMGSY Year : 2026-27.Resurfacing of Various Roads in Gandevi Taluka Package

No. 30 Total 3 road 3.00 km. [1]Resurfacing of 95.0 Bhagad Rameshwar Mandir thi Krushnpur Road

(V.R-N.P) 0.500 KM Ta: Gandevi Dist: Navsari. [2]Resurfacing of Movasa Mukhya Rasta thi

Smashanbhumine Jodato Road. (V.R-N.P) 1.00KM Ta: Gandevi Dist: Navsari.[3]Resurfacing of

Masa Smashanbhumi thi Kor Jato Rasto (V.R-N.P) 1.50 KM Ta: Gandevi Dist: Navsari.

: : 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 0.60 Hect 34889.38

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

2 Earthwork in cutting in all sorts of soil and soft 406.00 Cum. 106.81

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.

3 Earthwork for embankment including breaking 1254.00 Cum. 173.67

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

4 Scarifying gravelled macadam or bitumen 3493.20 Sqmt 41.74

macadam surface 6 cm to 10 cm depth including

stacking of useful materials on road side and

disposing off remaining stuff

5 Construction of Granular Sub Base of 100 mm 22.40 Cum. 719.92

thick by providing coarse graded machine

crushed B. T. material satisfying MOST

Specification of Grading - II using 26.50 mm to

4.75 mm @ 75% (M.C.Metal), 2.36 mm below @

25% (Stone Dust) 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.

6 Providing and laying wet mix macadam base 458.00 Cum. 851.38

course of 150 mm thick as per MORTH

specification using machine crushed B.T. chips

as per required gradation, mixing with required

optimum quantity of water, conveying the mix

to site of work, spreading in to grade and

camber with paver/mechanical means and

consolidation each layer with vibratory roller to

aschieve the desired density including cost of

material labour plant and equipment etc.

7 Providing and applying hincol made or eqvivalent 3522.00 Sqmt 99.15

grade priming coat with emulsion (SS-1) at the

rate of 7.50 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating, and

applying etc. complete.

8 Supplying Stacking and Spreading the Hard 540.00 Cum. 497.93

murram of 150 mm thick Compacted including

filling the measure boxes of standard size

including rolling and watering etc. complete as

9 Providing, laying bituminous base course 37.5 698.00 MT 2839.20

mm thick compacted in One layers with tack

coat of asphalt Emulsion RS 1 at the rate of

kg/ 10 sqm for WMM Surface using B.T. stone

aggregates of required gradation and asphalt VG -

30 grade for mixing @ 1.99 % by weight of total

mix including heating the aggregate and asphalt

by drum mix plant and spreading the same by

paver finisher and consolidation with vibratory

roller including providing all materials,

equipment, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete.

10 Providing laying & rolling of 25 mm thick Open 567.00 MT 3885.32

graded Premix bituminous carpet with B.T.

aggregate as specified and using Emulsion RS

for tack coat at the rate of 2.5 kg/10 sq.mt. and

using bitumen for Mixing with aggregate at

the rate of 3.36 % i.e. 33.60 kg / M.T. of total

mix including heating and mixing in drum mix

plant transporting and spreading the same with

paver finisher and consolidation with vibratory

roller including necessary fire wood , oil

lubricant , labour charges etc. using contractor's

own drum mix plant and equipment ,tool etc

.complete in accordance with the requirement

of specification.

11 Providing and laying seal coat with B.T. 364.00 MT 4466.40

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 4.5 % i.e. 45.00 Kg. / M.T. of total mix

including heating and mixing in drum mix plant

and transporting and spreading the same by

paver finisher and consolidation with vibratory

roller including necessary fire wood , oil

lubricant , labour charges using contractor's

own drum mix plant, machineries and equipment

tools etc. complete in accordance with the

requirement of specification .

12 Providing and laying asphalt painting on B.T. 9897.00 Sqmt 46.33

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for

painting surface at rate of 0.03 cu.mt. /

13 Providing and fixing ordinary Kilometer stone of 7.00 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 and V.R.)

14 Providing and fixing Hectometer as per I.R.C. 12.00 Nos. 356.50

type design including painting, lettering etc.

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

15 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)...

16 MMHUY Logo Board:- Providing and fixing MMHUY 3.00 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)Engineering grade..

17 Supplying and fixing reinforced concrete heavy 82.50 rmt 2108.86

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.(v)

18 Excavation for foundation upto 1.5m depth 286.90 Cum. 198.92

including sorting out and stacking of useful

material and disposing off the excavted stuff as

directed by Engineer in charge with all lead and

lift in (A) Loose or Soft Soil

19 Providing and filling in foundation with ordinary 39.60 Cum. 3304.02

cement concrete M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

completed. (more than 10 ton)

20 Providing and casting in situ ordinary cement 354.60 Cum. 3882.07

concrete M-150 mix and providing necessary

vertical pin headers including shuttering,

scafolding,laying, vibrating, curing and finishing

complete without V-groves.(A) Height from

21 Providing and Laying in position FE 500D TMT bar 1.56 MT 73904.14

reinforcement including cutting, bending,

hooking and tying complete as per detailed for

the follwing. (A) Piers (B) Aburtments © R.C.C.

22 Providing and laying weep hole in abutment and 235.00 Nos. 87.07

returning by using P.V.C. pipes of 100 mm

diameter including laying in proper grade and

jointing etc. complete as per detailed

23 Providing and Laying filter media 600mm thick 233.79 Sqmt 1279.96

directed at the back of abutment,returns and

wing wall as per detailed specifications

24 Providing and fixing Guard stone as per I.R.C. 161.00 Nos. 100.44

type design including white washing etc.

complete (I) Fixing in Earth.

25 White washing with lime on wall surface (two 285.05 Sqmt 12.73

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust, mortar drops and other foreign

26 Supplying fixing & joining reinforced concret 15.00 rmt 3271.56

heavy duty non pressure pipe carrying indian

railway standard with collars for culverts carring

heavy traffic as per Indian railway standard

specification including setting and joining the

pipe in cement mortar 1:2 watering or laying (to

level and slope )of I.S.class NP-3 900mm dia

27 Providing and fixing Number plate of Marble 2.00 Nos. 306.14

plate stone of required size set in CM 1:4

including finishing & engeaving ;letters etc.