MMGSY Strenghthening and Resurfacing 2026-27 Resurfacing of Zari Vaghabari road Ch 0/0 to 2/800 Ta,Vansda Dist.Navsari. Sec-II 0/0 to 0/400, Sec-III 0/0 to 1/200 Ta,Vansda Dist.Navsari.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Clearing and grubbing road land including uprooting rank 1.12 Hect 34889.38

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 soft murrum 3086.00 Cum. 106.81

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 Supplying and fixing reinforced concrete heavy duty non- 45.00 rmt 1968.38

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.

4 Earthwork for embankment including breaking clods, 884.00 Cum. 173.67

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

5 Supplying, Stacking, Spreading & rolling of Hard Murrum 336.00 Cum. 684.58

on road side for hard side shoulder of work as per

specification including filling the mesure boxes of standard

size etc. complete.

6 Scarifying gravelled macadam or bitumen macadam 8400.00 Sqmt 41.74

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

7 Construction of granular sub-base by providing coarse 462.00 Cum. 613.77

graded material grading-II, spreading in uniform layers

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, complete as

per clause 401.B

8 Construction of Granular Sub Base by providing coarse 378.00 Cum. 661.39

graded machine crushed B. T. material satisfying MOST

Specification of Grading - I using 53 mm to 26.5 mm @

30% (M.C. Metal), 26.5 mm to 4.75 mm @ 60%

(M.C.Metal), 2.36 mm below @ 10% (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 with C.B.R. > 30% etc.

9 Providing, laying, spreading and compacting graded stone 1143.00 Cum. 733.95

aggregate to Wet Mix Macadam specification including

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site, laying

in uniform layers with paver in sub- base / base course on

well prepared surface and compacting with vibratory roller

to achieve the desired density.

10 Providing and applying evenly Priming coat with emulsion 10593.00 Sqmt 99.18

asphalt at the rate of 7.50 Kg/ 10 Sq.m on road surface

using emulsion SS-1 (Himcol Made) pressure spreayer

etc. complete including the cost of asphalt

11 Providing and laying bituminous base course 37.5mm 794.40 MT 2714.11

thick compacted in one layer with tack coat of Emulsion

RS1 at the rate of 2.50 Kg / 10 Sqmt. and using B.T. stone

aggregate or required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix for

mixing 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 meterials, equipments, tools and plants, oil, kerosene,

fire wood, labour chrges etc. complete.

12 Providing & laying 37.50 mm. thick compacted Bituminous 873.90 MT 3706.41

Macadam with using RS1 Emulsion for tack coat at

Kg / 10 Sq.Mt. using stone aggregate as per gradation and

aspahlt grade VG-30 at 3.40 % by weight of total mix hot

laid process with drum mix plant including consolidation

with vibrating roller including operating plant and

machinery cost of asphalt, fuel, oil, lubricant and labour

charges etc. complete.

13 Providing and laying seal coat with B.T. aggregate as 381.30 MT 4359.11

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 .

14 Providing and laying asphalt painting on B.T. surface with 10592.50 Sqmt 46.11

bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including

spreading stone dust for painting surface at rate of

15 Providing and fixing ordinary Kilometer stone of precast 3.00 Nos. 704.33

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.)

16 Providing and fixing Hectometer as per I.R.C. type design 12.00 Nos. 356.50

including painting, lettering etc. complete.(ii) Fixing in C.C.

17 Informatory Signs :-Providing and fixing sing boards made 1.00 Nos. 3856.90

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)...

18 MMGSY Logo Board:- Providing and fixing MMGSY Logo 1.00 Nos. 5050.00

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

x 60 cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A)Engineering grade.

19 Village name/ Bump Ahed sign :-Providing and fixing sing 4.00 Nos. 5045.36

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)...

20 Direction sign (Junction board):-Providing and fixing sing 2.00 Nos. 14831.71

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 x5mm 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

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

etc. complete under the supervision of engineer in

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

21 Excavation for foundation upto 1.5 m depth including 103.00 Cum. 254.36

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Dense or

22 Supply & Laying of Mechanically Woven Double Twisted 281.30 Cum. 3402.69

Hexagonal Shaped Wire Mesh Gabion Boxes of required

size, Mesh Type 10x12cm, Zinc and PVC coated, Mesh

Wire dia. 2.7/3.7mm (ID/OD), mechanically edged /

selvedged, with heavy coating of galvanization as per EN

10223-3/ASTM A975 with partitions at every 1m interval

and properly packed with approx 200mm size rubble

including transportion and placing at indicated place as

per direction of engineer in charge including tools, plants,

labour, material, royalty charge etc in all respect and

stiching with lacing wire of dia 2.2/3.2 mm (ID/OD),

including all safty precautions and with all lead lift.

23 Providing and laying of thermally bonded non woven 205.00 Cum. 262.00

geotextile of approved brand and quality beneath the

Gabian wall as directed.