MMGSY Strenghthening and Resurfacing 2026-27 Resurfacing of Bhinar Nani Valzar Moti Valzar road Sec-I 0/0 to 1/9000, 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 1.40 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 2721.00 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 Supplying and fixing reinforced concrete heavy 75.00 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.(v) 600mm dia.

4 Earthwork for embankment including breaking 992.00 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

5 Supplying, Stacking, Spreading & rolling of Hard 420.00 Cum. 684.58

Murrum 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 9300.00 Sqmt 41.74

macadam 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 242.00 Cum. 688.93

coarse 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 165.40 Cum. 736.54

coarse 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. complete.

9 Providing, laying, spreading and compacting 1778.00 Cum. 811.46

graded stone 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 10812.00 Sqmt 99.16

emulsion 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 810.90 MT 2752.34

37.5mm thick compacted in one layer with tack

coat of Emulsion RS1 at the rate of 2.50 Kg /

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.

12 Providing & laying 37.50 mm. thick compacted 892.00 MT 3743.75

Bituminous Macadam with using RS1 Emulsion

for tack coat at 2.50 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. 389.20 MT 4395.82

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 .

14 Providing and laying asphalt painting on B.T. 10812.00 Sqmt 46.27

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. / 10 sq.mt.

15 Providing and fixing ordinary Kilometer stone of 4.00 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.)

16 Providing and fixing Hectometer as per I.R.C. type 14.00 Nos. 356.50

design including painting, lettering etc.

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

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

boards made out of 2mm aluminium sheet; size

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 1.00 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

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

19 Village name/ Bump Ahed sign :-Providing and 8.00 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)...

20 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 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 305.00 Cum. 254.36

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

22 Providing and filling in foundation with ordinary 48.80 Cum. 3304.02

Cement concrete M-100 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

23 Providing & casting in situ ordinary cement 286.30 Cum. 3957.22

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete with V-

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

24 Supplying and fixing reinforced concrete heavy 15.00 rmt 3469.26

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) 900mm dia.

25 Providing and fixing guard stone as per I.R.C. type 20.00 Nos. 350.80

design including white washing etc. complete.(ii)

Fixing in C.C. 1:5:10

26 Providing and fixing 20cm. x 15cm x 2.5 cm. thick 2.00 Nos. 279.69

year plate of marble stone set in C.M. 1:4 including

finishing and engraving letters etc. complete.

27 White washing with lime on wall surface (two 89.14 Sqmt 12.73

coats) to give an even shade including thoroughly

booming the surface to remove all dirt, dust;

mortar drops and other foreign matter.

28 Providing flood gauge marks on substructure as 4.20 rmt 156.53

per design including painting complete.

29 Providing and casting in situ ordinarycement 20.00 Cum. 4820.73

concrete M-200 for average 100 mm thick wearing

coat laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen

30 Providing and fixing in position FE 500D TMT bar 1.10 MT 73242.99

reinforement including cutting, bending and tying

complete as per detailed drawings. (D) Wearing

31 Cautionary Warning Sign :-Providing and fixing 2.00 Nos. 3808.66

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per

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

refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of

x 35 x 3mm, 75 x 75 x 6mm as required; painted

with bestquality epoxy coatings in black andwhite

bends. The details of symbol foreach board shall

be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof 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(VR)

32 Dismentaling the existing structure including 20.00 Cum. 932.65

removing and stacking the dismentelled materials

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

33 Providing and laying - Fitter Media 600mm thick 152.00 Sqmt 1279.96

directed at the back of abutments, returns and

wing walls as per detailed specifications

34 Providing and fixing in position ISI mark TMT (Fe- 1.24 MT 73858.69

500) bar for temperature reinforcement for mass

concrete pier/abutment returns including cutting

bending and tying as required complete

35 Providing weep holes in abutment, returns using 152.00 Nos. 87.07

100 mm. dia A.C. pipe with C.I. grating including

cutting, placing the pipe in required slope and

position as directed etc. complete.

36 Earth work for embankment including breaking 270.00 Cum. 156.33

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 Having

37 Supply & Laying of Mechanically Woven Double 262.50 Cum. 3498.64

Twisted 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.

38 Providing and laying of thermally bonded non 143.50 Cum. 262.60

woven geotextile of approved brand and quality

beneath the Gabian wall as directed.