MMGSY 2026-27 (96-5054-04-796-02 Sr.No 1-Resurfacing) Resurfacing of Various Road in Dharampur Taluka Dist. Valsad. Pkg DHR-06-2026-27(Total 2 Roads ,3.30 Km) (1) Resurfacing of Avdha Gadiya Pada Road .(VR-NP) Km. 0/0 to 1/300 (2) Resurfacing of Moti Dhol Dungari Samajmandir To Khatana Dudh Dairy Road .(VR-NP) Km. 0/0 to 2/00 Ta. Dharampur Dist. Valsad.

Name of work: MMGSY 2026-27 (96-5054-04-796-02 Sr.No 1-Resurfacing) Construction of Various

Road in Dharampur Taluka Dist. Valsad. Package DHR-06-2026-27(Total 2 Roads

,3.30 Km) (1) Resurfacing of Avdha Gadiya Pada Road .(VR-NP) Km. 0/0 to 1/300 (2)

Resurfacing of Moti Dhol Dungari Samajmandir To Khatana Dudh Dairy Road .(VR-

NP) Km. 0/0 to 2/00 Ta. Dharampur Dist. Valsad.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 0.99 Hect. Clearing and grubbing road land including uprooting 34796.29 Hect.

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 5100.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam 40.72 Sq.mt.

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

3 3006.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 104.04 Cu.mt.

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.

4 110.00 Rmt Supplying fixing & joining reinforced concret heavy 1952.00 Rmt

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 600mm dia

5 213.90 Cu.mt. Earth work for embankment including breaking clods 169.44 Cu.mt.

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

6 within 3.00 Km Lead Having C.B.R. More than 5.00%

396.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 706.70 Cu.mt.

including rolling and watering etc. Complete.

7 178.00 cu.mt. Construction of granular sub-base by providing coarse 680.22 cu.mt.

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

8 234.10 Cu.mt. Construction of Granular Sub Base by providing coarse 721.83 Cu.mt.

graded machine crushed B. T. material satisfying

MOST Specification of Grading - I using 53 mm to

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%

9 1264.00 Cu.mt. Providing, laying, spreading and compacting graded 799.69 Cu.mt.

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

10 7737.00 Sq.mt. Providing and applying evenly Priming coat with 59.27 Sq.mt.

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

11 493.20 M.Ton Providing and laying bituminous base course 37.5mm 2745.08 M.Ton

thick compacted in one layer with tack coat of Emulsion

RS1 at the rate of 2.5 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.

12 377.10 M.Ton complete.

Providing and laying seal coat with B.T. aggregate 4378.52 M.Ton

as specified using aggregate at the rate of

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.

13 864.30 M.Ton Providing & laying 37.50mm. thick compacted 3734.64 M.Ton

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.

14 10476.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 46.05 Sq.mt.

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 5.00 No. Providing and fixing ordinary Kilometer stone of 704.33 No.

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 13.00 No. Providing and fixing Hectometer as per I.R.C. type 356.50 No.

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

17 2.00 No. Informatory Signs :-Providing and fixing sing boards 3856.90 No.

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)...

18 2.00 No MMGSY Logo Board:- Providing and fixing 4545.00 No

MMGSY/VKY 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

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 4.00 No. Village name/ Bump Ahed sign :-Providing and fixing 5045.36 No.

sing boards made out of 2mm aluminium sheet; size

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

20 4.00 No. Direction sign (Junction board):-Providing and fixing 14831.71 No.

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

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)...

21 366.40 Cu.Mt Excavation for foundation upto 1.5 m depth including 248.16 Cu.Mt

sorting out and stacking of useful materials and

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

Dense or Hard soil

22 45.40 Cu.Mt Providing and filling in foundation with ordinary 3240.34 Cu.Mt

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

23 471.90 Cu.Mt Providing & casting in situ ordinary cement concrete M- 3610.39 Cu.Mt

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Heightfrom

24 47.50 Rmt Supplying and fixing reinforced concrete heavy duty 3446.50 Rmt

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 50.00 No. Providing and fixing guard stone as per I.R.C. type 349.11 No.

design including white washing etc. complete.(ii) Fixing

26 5.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 279.69 No.

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

and engraving letters etc. complete.

27 187.10 Sq.mt. White washing with lime on wall surface (two coats) to 12.41 Sq.mt.

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

28 190.00 Sq.mt. Providing and laying - Fitter Media 600mm thick 1248.74 Sq.mt.

directed at the back of abutments, returns and wing

walls as per detailed specifications

29 2.54 M.Ton Providing and fixing in position ISI mark TMT (Fe-500) 73217.53 M.Ton

bar for temperature reinforcement for mass concrete

pier/abutment returns including cutting bending and

tying as required complete

30 190.00 No. Providing weep holes in abutment, returns using 100 84.95 No.

mm. dia A.C. pipe with C.I. grating including cutting,

placing the pipe in required slope and position as

directed etc. complete. (As per detailed specification)

31 140.40 Cu.mt Earth work for embankment including breaking clods 152.51 Cu.mt

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 C.B.R. More than 5.00%

Rs. One Corer Twenty Two Lack Fifty Two Thousand Three Hundred Twenty Two and Paise Thirty Seven Only.