Package No. 3 /KAP/MMGSY/ETB/2-RD/26-27 (1)Motapondha Tad Faliya Vinodhbhai Nayka na Maholla thi Omkachh Prathmik shala ne jodto rasto ( Ch 0/00 to 2/000) (2) Nandgam bari faliya mukhya rasta thi Jayantibhai Devjibhai na ghar pasethi Chichla Faliya Prathmik taraf jato rasto (ch 0/00 to 1/500 km) Ta. Kaprada Di. Valsad.

Name of work: Package No. 3 /KAP/MMGSY/ETB/2-RD/26-27 (1)Motapondha Tad Faliya

Vinodhbhai Nayka na Maholla thi Omkachh Prathmik shala ne jodto rasto ( Ch 0/00 to

2/000) (2) Nandgam bari faliya mukhya rasta thi Jayantibhai Devjibhai na ghar

pasethi Chichla Faliya Prathmik taraf jato rasto (ch 0/00 to 1/500 km) Ta. Kaprada Di.

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount

It. No. Quantities Item of work Estimated Total Amount

estimated but may In figures according to

be more or less Rs. Ps. estimated

1 Hect. Clearing and grubbing road land, including uprooting

rank vegetation, grass bushes, shrubs, saplings, and

trees girths up to 300 mm, removal of stumps of trees

1.05 cut earlier, and disposal of unserviceable materials(D) 34796.29

By mechanical means in area of thorny jungle

2 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum

including conveying and putting the stuff in spoil bank

3150.00 maintaining minimum distance of five meter between 104.04

top edge and cutting and toe of spoil bank.

3 Cu.mt. Earthwork for embankment including breaking 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.

4 Cu.mt. Supplying Stacking and Spreading the Hard Murrum

including rolling and watering etc. Complete.

5 Cu.mt. Construction of Granular Sub Base by providing 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

2419.40 grader on prepared surface, mixing by mix in place 616.77

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density with

C.B.R. > 30% etc. complete.

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

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

295.30 mixing in drum mix plant transporting and spreading 3872.31

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.

7 Cu.mt. Providing, laying, spreading and compacting 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

8 Sq.mt. Providing and applying evenly Priming coat with

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

9 M.Ton Providing and laying bituminous base course 37.5mm

thick compacted in one layer with tack coat of asphalt

Emulsion RS-1 at the rate of 4.0 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

984.40 aggregate and asphalt by drum mix plant and spreading 2976.47

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.

10 M.Ton Providing laying & rolling of 25 mm thick

bituminous carpet with B.T. aggregate as specified and

using Emulsion RS1 for tack coat at the rate of

kg/10 sq.mt. and using bitumen grade VG-30 for

Mixing with aggregate at the rate of 3.36 % i.e.

kg / M.T. of total mix including heating and mixing in

drum mix plant transporting and spreading the same

393.80 with paver finisher and consolidation with vibratory 3872.15

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.

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

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

472.50 including necessary fire wood , oil , lubricant , labour 4353.08

charges using contractor's own drum mix plant,

machineries and equipment tools etc. complete in

accordance with the requirement of specification .

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

13 No.s Providing and fixing ordinary kilometer stone of

precast C.C. 1:2:4 including necessary reinforcement as

6.00 per I.R.C. type design in C.C. 1:4:8 including lettering 704.33

and painting etc. complete. (For OD.R. & V.R.)

14 No.s Providing and fixing Hectometer as per I.R.C. type

design including lettering and painting etc. complete.

14.00 (ii) Fixing in C.C. 1:5:10 356.50

15 No.s Informatory sings: Providing and fixing sing 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

2.00 sizeiron angle of 35 x 35 x 3mm75x75x6mm as 3856.90

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)..

16 No.s MMGSY Logo Board:- Providing and fixing 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 35 x 3 mm, 75 x 75 x 6 mm as required painted

3.00 with best quality epoxy coatings in black and white 4545.00

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 grade.

17 No.s Village name/ Bump Ahed sign :-Providing and fixing

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 andtwo 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

2.00 5mm painted with best quality epoxy coatings in black 5045.36

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

18 Sq.mt. Road marking with hot applied thermoplastic paints

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

900.00 marking should provide liminance coefficinet on 367.72

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.

19 Rmt Providing and Fixing ‘W’ type safety double beam

crush barrier using M.S. iron channel 150mm x 75mm

x 5mm size erected at 1.50 Mt. center to Center and

Providing ‘w’ shaped galvanized steel sheet guard rail

70.00 3mm thick for crash barrier in single row as per 3110.99

detailed drawing with fabrication and installation

charges including providing foundation block of size

0.60 x 0.60 x 0.75 Mt. in c. c. 1:2:4 and oil painting

two coats with one coat of red oxide etc complete.

20 Cu.Mt Excavation for foundation up to 1.5m depth including

sorting out and stacking of useful material and

655.70 disposing off the excavated stuff as directed by 248.16

Engineer in charge with all lead and lift in (2) Dense or

21 Cu.Mt Providing & filling in foundation with ordinary cement

concrete M 100 mix and providing necessary vertical

67.00 pin headers including formwork vibrating ramming & 3240.34

curing complete.

22 Cu.Mt Providing & filling in foundation with ordinary cement

concrete M 150 mix and providing necessary vertical

366.30 pin headers including formwork vibrating ramming & 3610.39

curing complete.

23 Rmt Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

135.00 including setting the pipes in C.M. 1:2 watering and 3446.50

laying (to level or slopes) of class NP3 of following

internal daimeters.(v) 900mm dia.

24 No. Providing and fixing Guard stone as per I.R.C. type

design including white washing etc. complete (II)

25 No. Providing and fixing 20cm x 15cm x 2.5cm thick year

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

9.00 Finishing and engraving letters, etc. complete 279.69

26 Sq.mt. White washing with lime on wall surface (two coats) to

give an even shade including thoroughly booming the

345.58 surface to remove all dirt, dust; mortar drops and other 12.41

foreign matter.

27 Sq.mt. Providing & making Gabion structure with

Mechanically Woven Double Twisted Hexagonal

Shaped Wire mesh Gabion Boxes as per IS 16014 :

2012, MORTH Clause 2500, of required size, Mesh

Type 10 X 12 (0 = 100 mm with tolerance of ± 2%)

G.I., Mesh wire diameter 3.0 mm, mechanically edged /

selvedged with partitions at every 1m interval and shall

have minimum 10 numbers of openings per meter of

mesh perpendicular to twist, tying with lacing wire of

diameter 2.2mm, supplied @ 3% by weight of Gabion

boxes, filled with boulders with least dimension of

mm, as per drawing, all complete as per direction of

Engineer-in-charge. Details cost of one Gabion box /

Crates of size 2.00m X 1.00m X 1.00m = 2.00 cum

Rs. One Corer Fifty Eight Lack Three Thousand Three Hundred Fifty Four and Paise Twenty One Only.