Package No. 2 /KAP/MMGSY/ETB/2-RD/26-27 (1)Sukhala Mukhya Naher thi Ayatulbhai na Ghar thai Ziparbhai Dhamubhai na Maholla thai Hatvada Prathmik shala ne jodto rasto 1.5 KM (w/s ch 0/00 to 1/700 km) (2) Khadakval Mukhya Rastathi Dhamni Faliya Prathmikshala Thai Kaprada Collage ne Jodto Rato 2.0 km. Total:3.7km Tal. Kaprada Dist. Valsad

Name of work: Package No. 2 /KAP/MMGSY/ETB/2-RD/26-27 (1)Sukhala Mukhya Naher thi

Ayatulbhai na Ghar thai Ziparbhai Dhamubhai na Maholla thai Hatvada Prathmik

shala ne jodto rasto 1.5 KM (w/s ch 0/00 to 1/700 km) (2) Khadakval Mukhya

Rastathi Dhamni Faliya Prathmikshala Thai Kaprada Collage ne Jodto Rato 2.0 km.

Total:3.7km Tal. Kaprada Dist. Valsad

Memorandum showing items of works to be carried out

Quantities Estimated Total Amount

Quantities Estimated Total Amount

It. No. estimated but may Item of work In figures according to

be more or less Rs. Ps. estimated

Clearing and grubbing road land, including uprooting

rank vegetation, grass bushes, shrubs, saplings, and

1 1.11 Hect. trees girths up to 300 mm, removal of stumps of trees 34796.29

cut earlier, and disposal of unserviceable materials(D)

By mechanical means in area of thorny jungle

Earthwork in cutting in all sorts of soil and soft 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.

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

3 1241.80 Cu.mt. O.M.C. to required dry density including filling the 169.44

depression which occur during the process using power

roller 8T to 10T.(E) From Borrow area within 3.0KM.

Supplying Stacking and Spreading the Hard Murrum

including rolling and watering etc. Complete.

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 @

5 2486.40 Cu.mt. 60% (M.C.Metal), 2.36 mm below @ 10% (Stone 579.78

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.

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

Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

7 13875.00 Sq.mt. road surface using emulsion SS-1 (Himcol Made) 60.33

pressure spreayer etc. complete including the cost of

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

8 1040.60 M.Ton of total mix for mixing including heating the aggregate 2937.16

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.

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

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.

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

10 499.50 M.Ton plant and transporting and spreading the same by paver 4353.87

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 .

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.

Providing and fixing ordinary kilometer stone of precast

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

I.R.C. type design in C.C. 1:4:8 including lettering and

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

Providing and fixing Hectometer as per I.R.C. type

13 15.00 No.s design including lettering and painting etc. complete. 356.50

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

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

14 2.00 No.s 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)..

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

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 grade.

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

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

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

17 973.30 Sq.mt. lane/center line/ edge line/cut patta. The white color 367.72

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.

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

18 120.00 Rmt 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.

Excavation for foundation up to 1.5m depth including

sorting out and stacking of useful material and

19 358.40 Cu.Mt disposing off the excavated stuff as directed by 226.49

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

Providing & filling in foundation with ordinary cement

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

Providing & filling in foundation with ordinary cement

concrete M 150 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

Supplying and fixing reinforced concrete heavy 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.

Providing and fixing Guard stone as per I.R.C. type

23 44.00 No. design including white washing etc. complete (II) 349.11

Fixing in C.C. 1:5:10

Providing and fixing 20cm x 15cm x 2.5cm thick year

24 4.00 No. plate of marble stone set in C.M. 1:4 including 279.69

Finishing and engraving letters, etc. complete

White washing with lime on wall surface (two coats) to

give an even shade including thoroughly booming the

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

foreign matter.

Providing and fixing in position ISI mark TMT (Fe-

500) bar for temperature reinforcement for mass

concrete pier/abutment returns including cutting

bending and tying as required complete

Providing weep holes in abutment, returns using

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)

Earth work for embankment including breaking clods

dressing with all lead & lifts and including watering

rolling and consolidation of sub grade in layers of

28 41.60 Cu.Mt. O.M.C. to required dry density including filling in 152.51

depressions which occure during the process using

vibratory roller 80 to 100 KN (A) From Borrow Pits

Within Land Width Having C.B.R. More than 5.00%

Providing and casting in situ Controlled Cement

Concrete M-150 for R.C.C. Returns as per drawings

29 62.30 Cum. including centering, shuttering, scaffolding where 3610.39

necessary laying, vibrating, ramming and curing

complete. (A) Height from 0.0 to 5.0 mt

Providing and laying-FitterMedia

30 46.00 Sqm. 600mmthickdirectedat thebackofabutments, returnsand 1248.74

wing walls as per detailed specifications

Rs. One Corer Fifty Seven Lack Fifty Three Thousand One Hundred Fourty Nine and Paise Nine Only.