Package No. 4 /Kaprada/MMGSY/RES/2-RD/25-26 (1)Chepa Dhaytipada thi Niloshi model prathmik shala ne jodto rasto ch 0/00 to 3/000 km (2) Kastuniya Mukhya rasta thi Prathmik Shala thai Karchondh Vadhchondhi faliya ne jodto rasto. ( Ch 0/00 to 1/000) Ta. Kaprada Di. Valsad. Total 4 km

Name of work: Package No. 4 /Kaprada/MMGSY/ETB/2-RD/25-26 (1)Chepa Dhaytipada thi

Niloshi model prathmik shala ne jodto rasto ch 0/00 to 3/000 km (2) Kastuniya

Mukhya rasta thi Prathmik Shala thai Karchondh Vadhchondhi faliya ne jodto

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

0.54 of stumps of trees cut earlier, and disposal of 34796.29

unserviceable materials(D) 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

3330.00 stuff in spoil bank maintaining minimum 104.04

distance of five meter between top edge and

cutting and toe of spoil bank.

3 Cu.Mt Excavation for foundation up to 1.5m depth

including sorting out and stacking of useful

54.30 material and disposing off the excavated stuff as 248.16

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

4 Cu.Mt Providing and filling in foundation with ordinary

Cement concrete M-100 mix and providing

40.20 necessary vertical pin headers including 3240.34

formwork, vibrating, ramming and curing

5 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

25.00 specifications including setting the pipes in C.M. 2549.80

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v)

6 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

1067.00 density including filling the depression which 663.43

occur during the process using power roller 8T

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

7 Cu.mt. Supplying Stacking and Spreading the Hard

Murrum including rolling and watering etc.

8 Cu.mt. Construction of Granular Sub Base 150 mm

thick by providing coarse graded machine

crushed B. T. material satisfying MOST

Specification of Grading - I using 150 mm @

30% (M.C. Metal), 26.5 mm to 4.75 mm @ 60%

(M.C.Metal), 2.36 mm below @ 10% (Stone

2415.00 Dust) including spreading in uniform layer with 692.20

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.

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

graded stone aggregate to wet mix macadam

mm(75-75mm) two layer specification including

premixing the Material with water at OMC in

2248.00 mechanical mix plant carriage of mixed Material 772.16

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 density.

10 Sq.Mt. Providing and applying evenly Priming coat with

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

13875.00 on road surface using emulsion SS-1 (Himcol 75.84

Made) pressure spreayer etc. complete including

the cost of asphalt

11 M.ton Providing and laying bituminous base course

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS1 at the rate of

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. complete.

12 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 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

13 M.ton Providing and laying seal coat with B.T.

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 specification .

14 Sq.Mt. Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

13875.00 10Sq.mt. including spreading stone dust for 46.04

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

15 No. Providing and fixing ordinary Kilometer stone of

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

6.00 reinforcement as per I.R.C. type design in C.C. 704.33

1:4:8 including painting,lettering etc. complete

(For O.D.R and V.R.)

16 No. Providing and fixing Hectometer as per I.R.C.

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

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 4.00 No. 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

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

19 2.00 No. Village name/ Bump Ahed sign :-Providing and

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 1110.00 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 marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

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.

21 480.00 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 3mm thick for

crash barrier in single row as per 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

22 265.80 Cu.mt. Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

23 238.20 Cu.mt. Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

24 60.00 Rmt. 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)

25 79.80 Cu.mt. Construction of Granular Sub Base (for Around

the pipe of C.D.Works) 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 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.

26 60.00 No Providing and fixing guard stone as per I.R.C.

type design including white washing etc.

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

27 6.00 No Providing and fixing 20cm. x 15cm x 2.5 cm.

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

including finishing and engraving letters etc.

28 224.52 Sq.Mt. 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.

29 84.00 Cu.Mt. Excavation for foundation up to 1.5m depth

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

30 120.00 Cu.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

Rs. One Corer Eighty One Lack Fifty Six Thousand Sixty Five and Paise Two Only.