Package No.2/KAP/MMGSY/RES/2-RD/25-26 (1)Kakadakopar Highway Najik Pipdana Zad pasethi Gamanbhai Ghar taraf jato rasto ch 1/500 km (2) Divasi Lavakar Road ch 3/200 km

Name of work: Package No.2/KAP/MMGSY/RES/2-RD/25-26 (1)Kakadakopar Highway Najik

Pipdana Zad pasethi Gamanbhai Ghar taraf jato rasto ch 1/500 km (2) Divasi

Lavakar Road ch 3/200 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 quantities

1 Hect. Clearing and grubbing road land, including

uprooting rank vegetation, grass bushes, shrubs,

saplings, and trees girths up to 300 mm, removal

1.41 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

3600.00 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

4230.00 stuff in spoil bank maintaining minimum 104.04

distance of five meter between top edge and

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

70.00 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

Murrum including rolling and watering etc.

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,

1494.00 laying in uniform layers with paver in sub- base / 665.60

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

9225.00 on road surface using emulsion SS-1 (Himcol 46.57

Made) pressure spreayer etc. complete including

the cost of asphalt

8 Sq.mt. 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

1938.80 process with drum mix plant including 3688.98

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

323.40 50.00 kg. / M.Tone of total wt. for mix i.e. (5.00 4800.11

% ) by weight of total mix of bitumen including

mixing aggregates & asphalt by continuous

batching drum mix plant & spreading the same

10 M.Ton by paver finisher

Providing and including

laying rolling & 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

432.00 and transporting and spreading the same by 4482.46

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 /

17625.00 10Sq.mt. including spreading stone dust for 47.26

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

7.00 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.

type design including lettering and painting etc.

19.00 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

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

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.

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

3.00 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

18 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.

19 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

93.10 uniform layer with motor grader on prepared 594.29

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.

20 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

481.10 directed by Engineer in charge with all lead and 248.16

lift in (2) Dense or hard Soil.

21 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing

48.10 necessary vertical pin headers including 3240.34

formwork vibrating ramming & curing complete.

22 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

309.00 necessary vertical pin headers including 3610.39

formwork vibrating ramming & curing complete.

23 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

70.00 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)

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

70.00 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

including Finishing and engraving letters, etc.

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

coats) to give an even shade including

261.94 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

thick directed at the back of abutments, returns

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

0.33 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

23.00 including cutting, placing the pipe in required 84.95

slope and position as directed etc. complete. (As

per detailed specification)

30 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

20.80 including filling in depressions which occure 152.51

during the process using vibratory roller 80 to

100 KN (A) From Borrow Pits Within Land

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

31 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

206.30 per meter of mesh perpendicular to twist, tying 2767.50

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 =

32 Cum. Dismentaling the existing structureincluding

removing and stacking the dismentalled

44.60 materials as and where directed.(A) RCC Wall. 909.91

33 Cum. Excavation for foundation in sand, gravel, clay

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing

43.00 of the excavated stuff as directed.(A) Depth upto 501.09

3.0 M. and lead upto 100m for 10 Cum

34 Cum. Excavation in large boulders and soft rock by

welding including shoring, strutting and

28.90 dewatering as necessary and disposing of the 701.53

excavated stuff as directed.

35 Cum. Excavation in hard rock by dry-wet blasting and

chiselling including dewatering preparing

57.90 foundation base by proper benching and 839.92

stepping and disposing of the excavated stuff as

directed.(A) General blasting

36 Cum. Providing and Casting in situ Controlled Cement

Concrete M-150 for R.C.C. Raft and cutt-off

19.80 walls including necessary shuttering laying, 3682.76

vibrating, ramming and curing complete.

37 Cum. Providing and Casting in situ controlled Cement

Concrete M-250 for R.C.C. Raft and cutt-off

56.00 walls including necessary shuttering laying, 4599.24

vibrating, ramming and curing complete.

38 Cum. Providing & laying weep hole in Aburtments,

and returns by using P.V.C. pipe of 100mm

including laying in proper grede and jointing the

completed as per detailed specification.

39 Cum. Providing and casting in situ controlled cement

concrete M-250 for R.C.C. solid slab including

22.00 centering, scaffolding, curing and finishing 5592.67

40 Cum. Providing and casting in situ ordinary cement

concrete M. 250 mix and providing necessary

108.80 pin headers including shuttring scaffolding 4289.17

laying vibrating curing and finishing complete.

Without V-Grooves. (A) Height from 0.0 M to

41 3.80 Cum. Providing and casting in situ controlled cement

concrete M-250 for average 75mm thick wearing

coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints

with bitumen complete.

42 27.20 M.Ton providing and casting in situ controlled cement

concrete M 250 for kerb /kerb block including

from work ,curing and finishing complete

43 9.52 M.Ton Providing and laying in position FE-500/500D

(TMT) bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Box Cell

44 8.00 M.Ton Provding P.V.C. 100 mm diameter water spouts

including necessary iron gratings as per

45 6.60 M.Ton Providing and filling rubbles including hand

packing and filling interstices with quarry spalls

behind abutments and between returns as

46 98.00 M.Ton Supplying Pre - Moulded Bituminious Joint

Filler. (iii) 20 mm size

47 275.20 M.Ton Providing and filling sand behind abutments and

between returns in layers as directed

48 1.00 M.Ton Diversion of watercouarse, providing cofferdam

and bund or island as may be necessary for

foundation and maintaining the same for the

period as may be necessary. (B) Diversion by

cofferdam / Island

Rs. One Corer Ninty One Lack Eighty Nine Thousand Four Hundred Ninty Two and Paise Seventy One Only.