Package No.3 /KAPRADA/MMGSY/RES/2-RD/25-26 (1) (1) Varolitalat Khatara faliya thi Samar faliya thi Khori Samsanbumi Khatara and Adimjuth faliya road ch 0/000 to2/000 km (2) Vapi Mukhya rasta thi Khapariya faliya jato rasto ch 0/000 to 1/000 km Total length:3/000 km Ta. Kaprada Dist.Valsad.

Name of work: Package No.3 /KAPRADA/MMGSY/RES/2-RD/25-26 (1) (1) Varolitalat Khatara

faliya thi Samar faliya thi Khori Samsanbumi Khatara and Adimjuth faliya road ch

0/000 to2/000 km (2) Vapi Mukhya rasta thi Khapariya faliya jato rasto ch 0/000 to

1/000 km Total length:3/000 km Ta. Kaprada Dist.Valsad.

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Rates Total Amount

It. No. Quantities Item of work Estimated Rates 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

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

unserviceable materials(D) By mechanical

means in area of thorny jungle

2 Sq.mt. Scarifying gravelled macadam or bitumen

macadam surface 6 cm to 10 cm.depth including

1875.00 stacking useful materials on road side and 40.72

disposing off remaining stuff.

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

murrum including conveying and putting the

stuff in spoil bank maintaining minimum

2925.00 distance of five meter between top edge and 104.04

cutting and toe of spoil bank.

4 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

122.50 specifications including setting the pipes in C.M. 1952.00

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

class NP3 of following internal daimeters.(iii)

5 Cu.mt. Supplying Stacking and Spreading the Hard

585.00 Murrum including rolling and watering etc. 582.37

6 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

1671.00 carriage of mixed Material by tipper to site, 649.38

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.

7 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 asphalt

8 M.Ton Providing & laying 50mm. thick compacted

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.

9 M.Ton Providing & laying 25 mm. thick SDBC using

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-10 at the rate of

50.00 kg. / M.Tone of total wt. for mix i.e. (5.00

% ) by weight of total mix of bitumen including

mixing aggregates & asphalt by continuous

215.60 batching drum mix plant & spreading the same 4800.11

by paver finisher including rolling &

consolidation with 10 - 12 tonnes vibratory roller

& providing tools 7 plants, fire wood, oil,

kerosene, labour charges using contractor's own

machineries etc. complete. (As per

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

aggregate as specified using aggregate at the rate

of 0.18 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

303.80 and transporting and spreading the same by 4478.97

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

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

surface with bitumen VG-30 at rate 5.00Kg /

12187.50 10Sq.mt. including spreading stone dust for 47.19

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

12 No.s Providing and fixing ordinary kilometer stone of

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

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

1:4:8 including lettering and painting etc.

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

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

13.00 type design including lettering and painting etc. 356.50

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

14 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

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

2.00 required; painted with best qualityepoxy coatings 3856.90

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)..

15 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

3.00 suitable size iron angle of 35 x 35 x 3 mm, 75 x 4545.00

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.

16 No.s 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

2.00 long (2 nos) stand post and frame fabricated 5045.36

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

17 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

683.30 lane/center line/ edge line/cut patta. The white 367.72

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.

18 Cu.Mt Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

353.50 materials and disposing off the excavated stuff 248.16

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

19 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing

34.80 necessary vertical pin headers including 3240.34

formwork vibrating ramming & curing complete.

20 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

198.50 necessary vertical pin headers including 3610.39

formwork vibrating ramming & curing complete.

21 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

187.50 and shall have minimum 10 numbers of openings 2767.50

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 200 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 =

22 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

50.00 specifications including setting the pipes in C.M. 3446.50

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

class NP3 of following internal daimeters.(v)

23 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

66.50 @ 10% (Stone Dust) including spreading in 586.10

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.

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

50.00 type design including white washing etc. 349.11

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

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

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

5.00 including Finishing and engraving letters, etc. 279.69

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

coats) to give an even shade including

187.10 thoroughly booming the surface to remove all 12.41

dirt, dust; mortar drops and other foreign matter.

Rs. One Corer Twenty One Lack Three Thousand Five Hundred Fifteen and Paise Sixteen Only.