Package No. 5/KAPRADA/MMGSY/ET TO BT/2-RD/25-26 (1)Varna Baypada Mukhya rasta thi Patel Faliya thai Varna Prathmik shala nr jodto rasto 2.0 km ( w/s ch. 2/170 km). (2) Ozar Kundha faliya Mukhya rasta thi ray faliya Prathmik Shala ne jodto rasto ch 0/00 to 1/500 km. Total 3.5 km

Name of work: Package No. 5/KAPRADA/MMGSY/ET TO BT/2-RD/25-26 (1)Varna Baypada

Mukhya rasta thi Patel Faliya thai Varna Prathmik shala nr jodto rasto 2.0 km

( w/s ch. 2/170 km). (2) Ozar Kundha faliya Mukhya rasta thi ray faliya

Prathmik Shala ne jodto rasto ch 0/00 to 1/500 km. Total 3.5 km

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

0.92 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

3303.00 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 upto 1.5 m depth

including sorting out and stacking of useful

527.70 materials and disposing off the excavated stuff 248.16

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

4 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

125.00 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.(iii)

5 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

20.00 specifications including setting the pipes in C.M. 5530.94

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

class NP3 of following internal daimeters.(iii)

6 Cu.mt. Earthwork for embankment including breaking

clods, dressing with all lead and lift and

including watering rolling and consolidation of

1433.52 subgrade in layers at O.M.C. to required dry 169.44

density including filling the depression which

occur during the process using power roller 8T

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

7 Cu.mt. Earth work for embankment including breaking

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade

in layers of O.M.C. to required dry density

31.20 including filling in depressions which occure 152.51

during the process using vibratory roller 80 to

100 KN (E) From borrow area within 3.00 Km

Lead Having C.B.R. More than 5.00%

8 Cu.mt. Supplying Stacking and Spreading the Hard

526.00 Murrum including rolling and watering etc. 582.37

9 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),

2507.00 Cu.mt. mm below @ 10% (Stone Dust) including 608.92

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.

10 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

11 desired density.

Providing and applying evenly Priming coat with

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

13763.00 Sq.mt. on road surface using emulsion SS-1 (Himcol 15.85

Made) pressure spreayer etc. complete including

the cost of asphalt

12 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

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

1032.20 mixing including heating the aggregate and 2986.85

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.

13 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

722.50 including heating and mixing in drum mix plant 3871.78

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

14 specification.

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

495.50 transporting and spreading the same by paver 4352.56

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 .

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

surface with bitumen VG-30 at rate 5.00Kg /

13762.50 10Sq.mt. including spreading stone dust for 45.85

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

16 No.s 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 lettering and painting etc.

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

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

15.00 type design including lettering and painting etc. 356.50

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

18 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)..

19 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

4.00 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.

20 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

21 Sq.mt. Grade(VR)...

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

1134.30 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.

22 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

401.40 necessary vertical pin headers including 3610.39

formwork vibrating ramming & curing complete.

23 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing

56.50 necessary vertical pin headers including 3240.34

formwork vibrating ramming & curing complete.

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

88.00 No. 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

8.00 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

335.72 thoroughly booming the surface to remove all 12.41

dirt, dust; mortar drops and other foreign matter.

27 Sq.mt. Providing and laying - Fitter Media 600mm

34.00 thick directed at the back of abutments, returns 1248.74

and wing walls as per detailed specifications

28 M.T. Providing and fixing in position ISI mark TMT

(Fe-500) bar for temperature reinforcement for

0.49 mass concrete pier/abutment returns including 73217.53

cutting bending and tying as required complete

29 No Providing weep holes in abutment, returns using

100 mm. dia A.C. pipe with C.I. grating

34.00 including cutting, placing the pipe in required 84.95

slope and position as directed etc. complete. (As

per detailed specification)

Rs. One Corer Fifty Seven Lack Fourty Two Thousand Five Hundred Thirty Two and Paise Thirty Nine Only.