MMGSY Year 2026-27. Resurfacing of Various Roads in Gandevi Taluka Package No. 28 Total 3 road 4.550 km. 1.Resurfacing of Changa Dhanori to Pathri Harijanvas Road (V.R-N.P) 2.650 KM Ta: Gandevi Dist: Navsari. 2. Resurfacing of Pathri main road towards Bhupendrabhais House Road (V.R-N.P) 1.150 KM Ta: Gandevi Dist: Navsari. 3. Resurfacing of Endhal Shamshanbhumi Road (V.R-N.P) 0.750 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 including 1.10 Hect 34889.38

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 and 971.00 Cum. 106.81

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 1120.00 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. lead

4 Scarifying gravelled macadam or bitumen 9583.50 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 Providing and laying wet mix macadam base 767.00 Cum. 744.03

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 3661.00 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 Hard 587.00 Cum. 492.88

murram of 150 mm thick Compacted

including filling the measure boxes of

standard size including rolling and watering

etc. complete as per directed.

8 Providing, laying bituminous base course 1158.00 MT 2790.01

37.5 mm thick compacted in One layers with

tack coat of asphalt Emulsion RS 1 at the

rate of 2.5 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.

9 Providing laying & rolling of 25 mm thick 739.00 MT 3918.76

Open graded Premix bituminous carpet with

B.T. aggregate as specified and using

Emulsion RS 1 for tack coat at the rate of

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 192.00 MT 3611.43

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

MORT&H specification using Emulsion RS

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. complete

11 Providing and laying seal coat with B.T. 163.00 MT 4413.73

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 seal coat with B.T. 443.00 MT 4429.94

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 4.5 % 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 .

13 Providing and laying asphalt painting on B.T. 16376.00 Sqmt 46.08

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. /

14 Providing and fixing ordinary Kilometer stone 9.00 Nos. 704.33

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 I.R.C. 19.00 Nos. 356.50

type design including painting, lettering etc.

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

16 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)...

17 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 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..

18 Supplying and fixing reinforced concrete 67.50 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 depth 35.30 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

20 Providing and filling in foundation with 7.60 Cum. 3304.02

ordinary cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing completed. (more than 10 ton)

21 Providing and casting in situ ordinary cement 53.00 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 0.0 M to 5.0 M..

22 Providing and Laying in position FE 500D TMT 0.34 MT 73904.14

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 abutment 51.00 Nos. 87.07

and returning by using P.V.C. pipes of

mm diameter including laying in proper

grade and jointing etc. complete as per

detailed specification.

24 Providing and Laying filter media 600mm 50.40 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 42.00 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 51.21 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