Package No. 5 /KPR/MMGSY/RES/2-RD/2026-27 (1)Kaprada Nasik Mukhya rasta thi Kathiyapada Ashram shala ne jodto rasto ch 0/00 to 1/330 km (2) Vapi Mukhy rasta thi Society faliya thai bhandarvad Mukhy rasta jodto rasto1.5 km (w/s ch 0/00 to 1/650 km) Total Length :2/980 km. Ta. Kaprada Di. Valsad.

Name of work: Package No. 5 /KPR/MMGSY/RES/2-RD/2026-27 (1)Kaprada Nasik Mukhya rasta thi

Kathiyapada Ashram shala ne jodto rasto ch 0/00 to 1/330 km (2) Vapi Mukhy rasta thi

Society faliya thai bhandarvad Mukhy rasta jodto rasto1.5 km (w/s ch 0/00 to 1/650 km)

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

0.89 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

2682.00 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

240.20 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

25.70 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

37.50 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.(v)

6 Cu.mt. Supplying Stacking and Spreading the Hard

536.00 Murrum including rolling and watering etc. 582.37

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

668.00 carriage of mixed Material by tipper to site, 675.51

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.

8 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),

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 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

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 density.

10 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

11 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.

12 M.ton Providing & laying 25 mm. thick SDBC using

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-30 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

batching drum mix plant & spreading the same

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.

13 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.

14 No. 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 painting,lettering etc. complete

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

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

12.00 type design including painting, lettering etc. 356.50

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

16 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

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)...

17 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

18 No. curing etc.

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

4.00 quality epoxy paint; reflectorised with retro 5045.36

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

19 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

794.30 color marking should provide liminance 367.72

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.

20 Cu.mt. Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

207.50 necessary vertical pin headers including 3610.39

formwork vibrating ramming & curing complete.

21 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.

22 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

82.20 @ 10% (Stone Dust) including spreading in 622.30

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.

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

52.00 type design including white washing etc. 349.11

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

24 No Providing and fixing 20cm. x 15cm x 2.5 cm.

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

2.00 including finishing and engraving letters etc. 279.69

25 Sq.Mt. White washing with lime on wall surface (two

coats) to give an even shade including

195.90 thoroughly booming the surface to remove all 12.41

dirt, dust; mortar drops and other foreign matter.

Rs. One Corer Seventeen Lack Sixty Nine Thousand Fourty Four and Paise Fourty Only.