MMGSY Year 2026-27. Resurfacing of Various Roads in Gandevi Taluka Package No. 26 Total 4 road 4.095 km. 1. Resurfacing of Mohanpur to Ancheli Road (V.R-N.P) 1.150 KM 2. Resurfacing of Amalsad Ghanchivad to Taivad Road (V.R-N.P) 0.795 KM 3. Resurfacing of Amalsad Library to DTC college Road (V.R-N.P) 1.150 KM 4. Resurfacing of Ancheli Village to nava faliya Halpativas Road (V.R-N.P) 1.0 KM Ta: Gandevi Dist: Navsari.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Clearing and grubbing road land 1.00 Hect 34889.38

including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up

to 300 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 561.00 Cum. 106.81

and soft 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 533.00 Cum. 173.67

breaking 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.

4 Scarifying gravelled macadam or bitumen 6280.40 Sqmt 41.74

macadam surface 6 cm to 10 cm depth

including stacking of useful materials on

road side and disposing off remaining

5 Providing and laying wet mix macadam 1347.00 Cum. 744.94

base 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. complete.

6 Providing and applying hincol made or 6281.00 Sqmt 99.11

eqvivalent 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.

7 Supplying Stacking and Spreading the 747.00 Cum. 494.34

Hard murram of 150 mm thick

Compacted including filling the measure

boxes of standard size including rolling

and watering etc. complete as per

8 Providing, laying bituminous base course 681.00 MT 2775.02

37.5 mm thick compacted in One layers

with tack coat of asphalt Emulsion RS

at the rate of 2.5 kg/ 10 sqm for WMM

Surface using B.T. stone aggregates of

required gradation and asphalt VG -

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.

9 Providing laying & rolling of 25 mm 289.00 MT 3911.23

thick Open graded Premix bituminous

carpet with B.T. aggregate as specified

and using Emulsion RS 1 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.

10 Providing and laying 37.5 mm thick 616.00 MT 3579.60

compacted B.M.with B.T. aggregate as

per MORT&H specification using Emulsion

RS 1 tack coat at 2.50 Kg./10Sq.mt. with

mechanical sprayer and bitumen grade

VG-30 for mixing at the rate 34.0Kg/M.T.

i.e. 3.4 % of total mix including heating

the aggregate and asphalt by drum mix

plant and spreading the same by censor

paver finisher and consolidation with

vibratory roller including providing all

materials, equipments, tools and plants,

oil, kerosene, fire wood, labour charges

etc. complet

11 Providing and laying seal coat with 207.00 MT 4417.56

B.T. 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

% 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 seal coat with 279.00 MT 4397.77

B.T. 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

% 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 .

13 Providing and laying asphalt painting on 12959.00 Sqmt 46.07

B.T. surface with bitumen VG-30 at rate

5.00Kg / 10Sq.mt. including spreading

stone dust for painting surface at rate of

14 Providing and fixing ordinary Kilometer 10.00 Nos. 704.33

stone of 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.)

15 Providing and fixing Hectometer as per 18.00 Nos. 356.50

I.R.C. type design including painting,

lettering etc. complete.(ii) Fixing in C.C.

16 Informatory Signs :-Providing and fixing 4.00 Nos. 3856.90

sing 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)...

17 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)Engineering

18 Supplying and fixing reinforced concrete 90.00 rmt 2108.86

heavy 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) 600mm dia.

19 Excavation for foundation upto 1.5m 57.20 Cum. 198.92

depth 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

20 Providing and filling in foundation with 12.30 Cum. 3304.02

ordinary cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing completed. (more than

21 Providing and casting in situ ordinary 85.70 Cum. 3882.07

cement 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 0.0 M

22 Providing and Laying in position FE 500D 0.54 MT 73904.14

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed for the follwing. (A) Piers

(B) Aburtments © R.C.C. Returns

23 Providing and laying weep hole in 82.00 Nos. 87.07

abutment and returning by using P.V.C.

pipes of 100 mm diameter including

laying in proper grade and jointing etc.

complete as per detailed specification.

24 Providing and Laying filter media 600mm 81.60 Sqmt 1279.96

thick directed at the back of

abutment,returns and wing wall as per

detailed specifications

25 Providing and fixing Guard stone as per 68.00 Nos. 100.44

I.R.C. type design including white

washing etc. complete (I) Fixing in Earth.

26 White washing with lime on wall surface 83.22 Sqmt 12.73

(two coats) to give an even shade

including thoroughly booming the surface

to remove all dirt, dust, mortar drops

and other foreign matter.