Ambheti mota pondha main road to sara amba faliya joining road (0/000 TO 2/250 KM).

Name of work: Package No.Ambheti mota pondha main road to sara amba faliya joining road (0/000 TO 2/250 KM)

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount according to

It. No. Quantities Item of work Estimated Total Amount according to

estimated but may InRates

figures estimated quantities

be more or less Rs. Ps.

1 Hect. Clearing and grubbing road land, including uprooting rank vegetation,

grass bushes, shrubs, saplings, and trees girths up to 300 mm, removal

of stumps of trees cut earlier, and disposal of unserviceable

0.68 materials(D) By mechanical means in area of thorny jungle 34796.29

2 Cu.mt. 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

3 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 density including filling

755.11 the depression which occur during the process using power roller 8T 169.44

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

4 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including rolling

and watering etc. Complete.

5 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), 2.36 mm below @ 10% (Stone

1521.20 Dust) including spreading in uniform layer with motor grader on 577.24

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.

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 carriage of mixed Material by

tipper to site, laying in uniform layers with paver in sub- base / base

1367.00 course on well prepared surface and compacting with vibratory roller 653.59

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

8438.00 (Himcol Made) pressure spreayer etc. complete including the cost of 91.09

8 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

632.80 2.50 Kg / 10 Sqmt. and using B.T. stone aggregate or required 2889.51

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

9 M.Ton Providing laying & rolling of 25 mm thick Open graded Premix

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

443.00 mix plant transporting and spreading the same with paver finisher and 3995.69

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.

10 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.

Kg. / M.T. of total mix including heating and mixing in drum mix

plant and transporting and spreading the same by paver finisher and

303.80 consolidation with vibratory roller including necessary fire wood , oil , 4516.17

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 / 10Sq.mt. including spreading stone dust for

8437.50 painting surface at rate of 0.03 cu.mt. / 10 sq.mt. 47.59

12 No.s 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.

3.00 1:4:8 including lettering and painting etc. complete. (For OD.R. & 704.33

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

9.00 lettering and painting etc. complete. (ii) Fixing in C.C. 1:5:10 356.50

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 required; painted with

best qualityepoxy coatings in black and whitebends. the details of

1.00 symbol for eachboard shall details of symbol for eachboard shall be as 3856.90

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

suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as

2.00 required painted with best quality epoxy coatings in black and white 4545.00

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.

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 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

1.00 symbol or inscription / numerals for each board shall be as per the 5045.36

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)...

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 lane/center line/ edge line/cut patta. The white color 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.

18 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

314.50 directed by Engineer in charge with all lead and lift in (2) Dense or 248.16

19 Cu.Mt Providing & filling in foundation with ordinary cement concrete M

100 mix and providing necessary vertical pin headers including

31.30 formwork vibrating ramming & curing complete. 3240.34

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.

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. 1:2 watering

55.00 and laying (to level or slopes) of class NP3 of following internal 3446.50

daimeters.(v) 900mm dia.

22 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

23 No. Providing and fixing 20cm x 15cm x 2.5cm thick year plate of marble

stone set in C.M. 1:4 including Finishing and engraving letters, etc.

24 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,

149.68 dust; mortar drops and other foreign matter. 12.41

25 Sq.mt. Providing & making Gabion structure with Mechanically Woven

Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per

150.00 IS 16014 : 2012, MORTH Clause 2500, of required size, Mesh Type 2767.50

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

Rs. One Corer One Lack Fifty Six Thousand Two Hundred One Nine and Paise Twelve Only.