MMGSY 2026-27 (96-5054-04-796-02 Sr.No 1-Resurfacing) Resurfacing of Various Road in Dharampur Taluka Dist. Valsad. Pkg DHR-03-2026-27(Total 2 Roads ,2.70 Km) (1) Resurfacing of Tamachhadi Tadpada Haidari Road .(VR-NP) Km. 0/0 to 0/70 (2) Resurfacing of Sherimal Barumal Road .(VR-NP) Km. 0/0 to 2/000 Ta. Dharampur Dist. Valsad

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

Various Road in Dharampur Taluka Dist. Valsad. Pkg DHR-03-2026-27(Total

Roads ,2.70 Km) (1) Resurfacing of Tamachhadi Tadpada Haidari Road .(VR-NP)

Km. 0/0 to 0/70 (2) Resurfacing of Sherimal Barumal Road .(VR-NP) Km. 0/0 to

2/000 Ta. Dharampur Dist. Valsad

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total Amount

It. Quantities Item of work Estimated Unit Total Amount

No. estimated but according to

may be more or estimated

less quantities

1 0.61 Hect. Clearing and grubbing road land including 34796.29 Hect.

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 6132.00 Sq.mt. Scarifying gravelled macadam or bitumen 40.72 Sq.mt.

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

3 2274.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft 104.04 Cu.mt.

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.

4 60.00 Rmt Supplying fixing & joining reinforced concret 1952.00 Rmt

heavy 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

116.68 Cu.mt. Earthwork for embankment including breaking 169.44 Cu.mt.

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

6 10T.(E) From Borrow area within 3.0KM. lead

324.00 Cu.mt. Supplying Stacking and Spreading the Hard 706.70 Cu.mt.

Murrum including rolling and watering etc.

7 245.00 cu.mt. Construction of granular sub-base by providing 604.70 cu.mt.

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

8 240.10 Cu.mt. Construction of Granular Sub Base by providing 651.94 Cu.mt.

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),

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 1144.00 Cu.mt. Providing, laying, spreading and compacting 722.46 Cu.mt.

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

10 9132.00 Sq.mt. desired

Providingdensity.

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 asphalt

11 565.00 M.Ton Providing and laying bituminous base course 2716.24 M.Ton

37.5mm thick compacted in one layer with tack

coat of Emulsion RS1 at the rate of 2.5 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,

12 250.10 M.Ton tools and plants,

Providing and oil,laying

with B.T. 4354.38 M.Ton

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

13 704.60 M.Ton Providing & laying 37.50mm. thick compacted 3708.70 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.

14 8541.00 Sq.mt. complete.

Providing and laying asphalt painting on B.T. 45.88 Sq.mt.

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 4.00 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 11.00 No. Providing and fixing Hectometer as per I.R.C. 356.50 No.

type design including painting, lettering etc.

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

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

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)...

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

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 1.00 No. Direction sign (Junction board):-Providing and 14831.71 No.

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

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

curing etc. complete under the supervision of

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

21 84.20 Cu.Mt Excavation for foundation upto 1.5 m depth 248.16 Cu.Mt

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

22 10.80 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

23 116.60 Cu.Mt Providing & casting in situ ordinary cement 3610.39 Cu.Mt

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete with V-

Groves.(A) Heightfrom 0.0 M. to 5.0 M.

24 7.50 Rmt Supplying and fixing reinforced concrete heavy 3446.50 Rmt

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)

25 10.00 No. Providing and fixing guard stone as per I.R.C. 349.11 No.

type design including white washing etc.

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

26 1.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. 279.69 No.

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

including finishing and engraving letters etc.

27 37.42 Sq.mt. White washing with lime on wall surface (two 12.41 Sq.mt.

coats) to give an even shade including thoroughly

booming the surface to remove all dirt, dust;

mortar drops and other foreign matter.

28 150.00 Sq.mt. Providing and laying - Fitter Media 600mm 1248.74 Sq.mt.

thick directed at the back of abutments, returns

and wing walls as per detailed specifications

29 0.75 M.Ton Providing and fixing in position ISI mark TMT 73217.53 M.Ton

(Fe-500) bar for temperature reinforcement for

mass concrete pier/abutment returns including

cutting bending and tying as required complete

30 112.00 No. Providing weep holes in abutment, returns using 84.95 No.

100 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 39.60 Cu.mt. Excavation for foundation in sand, gravel, clay 501.09 Cu.mt.

soft soils 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 10 Cum

32 26.20 Cu.mt. Excavation in large boulders and soft rock by 701.53 Cu.mt.

welding including shoring, strutting and

dewatering as necessary and disposing of the

33 58.40 Cu.mt. excavated

Excavationstuff as directed.

in hard rock by dry-wet blasting and839.92 Cu.mt.

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as

directed.(A) General blasting

34 19.90 Cu.mt. Providing and casting in situ Ordinary cement 3682.76 Cu.mt.

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

35 46.10 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.

36 17.20 Cu.mt. Providing and casting in situ controlled cement 5592.67 Cu.mt.

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

37 22.00 Cu.mt. Providing and casting in situ controlled cement 5138.17 Cu.mt.

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete.

38 2.90 Cu.mt. Providing and casting in situ controlled cement 5279.98 Cu.mt.

concrete M-250 for average 75 mm thick wearing

coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints

with bitumen complete.

39 109.20 Cu.mt. Providing and casting in situ ordinary cement 4289.17 Cu.mt.

concrete 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

40 7.76 M.Ton Providing and laying in position FE-500/500D 71648.79 M.Ton

(TMT) bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Box Cell

41 6.70 No Providing and filling rubbles including hand 1064.80 No

packing and filling interstices with quarry spalls

behind abutments and between returns as

42 201.00 Cu.mt. Providing and filling sand behind abutments and 480.41 Cu.mt.

between returns in layers as directed

43 8.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per

44 76.40 Sq.mt. Supplying Pre - Moulded Bituminious Joint 611.13 Sq.mt.

Filler. (iii) 20 mm size

45 41.40 Cu.mt Earth work for embankment including breaking 152.51 Cu.mt

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 C.B.R. More than 5.00%

Rs. One Corer Seven Lack Sixty Six Thousand One Hundred Ninty One and Paise Three Only.

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