MMGSY 2025-26 (96-5054-04-796-02 Sr.No 11-Earthen to BT) Construction of Road in Dharampur Taluka Dist. Valsad. Pkg DHR-41-2026-27(Total 1 Roads ,4.00 Km) (1) Construction of Ugta Godmal Faliya to Primary School Joining Road .(VR-NP) Km. 0/0 to 4/000 Ta. Dharampur Dist. Valsad.

Name of work: MMGSY 2025-26 (96-5054-04-796-02 Sr.No 11-Earthen to BT)

Construction of Road in Dharampur Taluka Dist. Valsad. Pkg DHR-41-2026-27(Total

1 Roads ,4.00 Km) (1) Construction of Ugta Godmal Faliya to Primary School Joining

Road .(VR-NP) Km. 0/0 to 4/000 Ta. Dharampur Dist. Valsad.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but Amount

may be more or according to

1 1.20 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 3600.00 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.

3 37.50 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

4 2146.45 Cu.mt. Earthwork for embankment including breaking clods, 169.44 Cu.mt.

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.

480.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 582.37 Cu.mt.

including rolling and watering etc. Complete.

6 1598.00 cu.mt. Construction of granular sub-base by providing coarse 653.85 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

7 1516.40 Cu.mt. Construction of Granular Sub Base by providing coarse 699.93 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%

8 2041.00 Cu.mt. Providing, laying, spreading and compacting graded 780.12 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

9 12423.00 Sq.mt. Providing and applying evenly Priming coat with 59.29 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

10 931.70 M.Ton Providing and laying bituminous base course 37.5mm 2737.21 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.

11 652.20 M.Ton complete.

Providing laying & rolling of 25 mm thick Open 3876.33 M.Ton

graded Premix bituminous carpet with B.T. aggregate

as specified and using Emulsion RS1 for tack coat at the

rate of 2.5 kg/10 sq.mt. and using bitumen grade VG-30

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.

12 447.20 M.Ton Providing and laying seal coat with B.T. aggregate 4372.59 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 12423.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 46.03 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.

14 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.)

15 16.00 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

16 1.00 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)...

17 1.00 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

18 1.00 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

19 811.10 Sq.mt. Road marking with hot applied thermoplastic paints 367.72 Sq.mt.

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excludingof surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service

lifeduring the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

20 182.80 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

21 19.60 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.

22 188.30 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

23 30.00 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.

24 40.00 No. Providing and fixing guard stone as per I.R.C. type 349.11 No.

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

25 4.00 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.

26 149.68 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.

27 153.00 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

28 0.33 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

29 102.00 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)

30 126.50 Cu.mt. Excavation for foundation in sand, gravel, clay soft soils 501.09 Cu.mt.

and murrum etc. including shoring, strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for

31 30.60 Cu.mt. Excavation in large boulders and soft rock by welding 701.53 Cu.mt.

including shoring, strutting and dewatering as necessary

and disposing of the excavated stuff as directed.

32 73.00 Cu.mt. Excavation in hard rock by dry-wet blasting and 839.92 Cu.mt.

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing of

the excavated stuff as directed.(A) General blasting

33 27.40 Cu.mt. Providing and casting in situ Ordinary cement concrete 3682.76 Cu.mt.

M-150 for R.C.C. Raft and cut-off walls including

necessary shuttering laying, vibrating, ramming and

curing complete.

34 80.00 Cu.mt. Providing and Casting in situ controlled Cement 4599.24 Cu.mt.

Concrete M-250 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

35 36.60 Cu.mt. Providing and casting in situ controlled cement concrete 5592.67 Cu.mt.

M-250 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete.

36 25.50 Cu.mt. Providing and casting in situ controlled cement concrete 5138.17 Cu.mt.

M-250 for Kerb/ kerb blocks including formwork curing

and finishing, complete.

37 5.30 Cu.mt. Providing and casting in situ controlled cement concrete 5279.98 Cu.mt.

M-250 for average 75 mm thick wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing

and fillingin joints with bitumen complete.

38 183.80 Cu.mt. Providing and casting in situ ordinary cement concrete 4289.17 Cu.mt.

M. 250 mix and providing necessary pin headers

including shuttring scaffolding laying vibrating curing

and finishing complete. Without V-Grooves. (A)

Height from 0.0 M to 5.0. M

39 13.04 M.Ton Providing and laying in position FE-500/500D (TMT) 71648.79 M.Ton

bar reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following.(A) Box Cell

40 11.50 No Providing and filling rubbles including hand packing 1064.80 No

and filling interstices with quarry spalls behind

abutments and between returns as directed.

41 287.80 Cu.mt. Providing and filling sand behind abutments and 480.41 Cu.mt.

between returns in layers as directed

42 8.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per drawings.

43 105.10 Sq.mt. Supplying Pre - Moulded Bituminious Joint Filler. (iii) 611.13 Sq.mt.

44 20.80 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 Seventy Five Lack Fourty Seven Thousand Eight Hundred Five and Paise Sixty Eight Only.

Note : Credit Amount of Rs.10380.00 of Serviceable Material shall be deducted from 1st Running Bill.