Package No.6 /KAPRADA/MMGSY/RES/1-RD/26-27 (1) Ambeti Grampanchayat thi Khareda Faliya road ch 0/00 to 3/800 km Ta. Kaprada Dist.Valsad.

Name of work: Package No.6 /KAPRADA/MMGSY/RES/1-RD/26-27 (1) Ambeti Grampanchayat

thi Khareda Faliya road ch 0/00 to 3/800 km Ta. Kaprada Dist.Valsad.

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 of stumps of trees

1.23 cut earlier, and disposal of unserviceable materials(D) 34796.29

By mechanical means in area of thorny jungle

2 Cu.mt. Box cutting the road surface to proper slope and

camber for making a base for road work including

2675.00 removing the excavated stuff and depositing on the 104.04

road side slope as directed upto 50Mt.lead.

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

murrum including conveying and putting the stuff in

3690.00 spoil bank maintaining minimum distance of five 104.04

meter between top edge and cutting and toe of spoil

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 and

laying (to level or slopes) of class NP3 of following

internal daimeters.(iii) 600mm dia.

5 Cu.mt. Supplying Stacking and Spreading the Hard Murrum

738.00 including rolling and watering etc. Complete. 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 carriage of mixed Material

1245.00 by tipper to site, laying in uniform layers with paver 684.36

in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the

desired density.

7 Cu.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

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), 2.36 mm below @

10% (Stone Dust) including spreading in uniform

1338.00 layer with motor grader on prepared surface, mixing 607.07

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 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

1691.30 drum mix plant including consolidation with 3696.40

vibrating roller including operating plant and

machinery cost of asphalt, fuel, oil, lubricant and

labour charges etc. complete.

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 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

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

with bitumen VG-30 at rate 5.00Kg / 10Sq.mt.

15375.00 including spreading stone dust for painting surface at 47.27

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 reinforcement

5.00 as per I.R.C. type design in C.C. 1:4:8 including 704.33

lettering and painting etc. complete. (For OD.R. &

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

16.00 design including lettering and painting etc. complete. 356.50

(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 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

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,

Mt. long stand post and frame fabricated from

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

2.00 6 mm as required painted with best quality epoxy 4545.00

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 45 x 60 cms for each leg,

including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering

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

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

8.00 fabricated from suitable size iron angle of 50 x 50 x 5045.36

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 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

853.30 cemend road shalll be min 130 mcd/m2/lux and 367.72

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

18 Rmt Providing and Fixing ‘W’ type safety double beam

crush barrier using M.S. iron channel 150mm x

75mm x 5mm size erected at 1.50 Mt. center to

Center and Providing ‘w’ shaped galvanized steel

sheet guard rail 3mm thick for crash barrier in single

100.00 row as per detailed drawing with fabrication and 3110.99

installation charges including providing foundation

block of size 0.60 x 0.60 x 0.75 Mt. in c. c. 1:2:4 and

oil painting two coats with one coat of red oxide etc

19 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 per

meter of mesh perpendicular to twist, tying with

431.30 lacing wire of diameter 2.2mm, supplied @ 3% by 2767.50

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

20 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

(M.C.Metal), 2.36 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.

21 Cu.Mt Excavation for foundation up to 1.5m depth including

sorting out and stacking of useful material and

491.00 disposing off the excavated stuff as directed by 248.16

Engineer in charge with all lead and lift in (2) Dense

22 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing necessary

46.60 vertical pin headers including formwork vibrating 3240.34

ramming & curing complete.

23 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing necessary

146.10 vertical pin headers including formwork vibrating 3610.39

ramming & curing complete.

24 Rmt Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

60.00 including setting the pipes in C.M. 1:2 watering and 3446.50

laying (to level or slopes) of class NP3 of following

internal daimeters.(v) 900mm dia.

25 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

26 No. Providing and fixing 20cm x 15cm x 2.5cm thick year

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

3.00 Finishing and engraving letters, etc. complete 279.69

27 Sq.mt. White washing with lime on wall surface (two coats)

to give an even shade including thoroughly booming

138.66 the surface to remove all dirt, dust; mortar drops and 12.41

other foreign matter.

28 Cum. Dismentaling the existing structureincluding

removing and stacking the dismentalled materials as

44.60 and where directed.(B) RCC Work. 909.91

29 Cum. Excavation for foundation in sand, gravel, clay soft

soils and murrum etc. including shoring, strutting

dewatering as necessary and disposing of the

43.00 excavated stuff as directed.(A) Depth upto 3.0 M. and 501.09

lead upto 100m for 10 Cum

30 Cu.mt. Excavation in large boulders and soft rock by

welding including shoring, strutting and dewatering

28.90 as necessary and disposing of the excavated stuff as 701.53

31 Cu.mt. Excavation in hard rock by dry-wet blasting and

chiselling including dewatering preparing foundation

57.90 base by proper benching and stepping and disposing 839.92

of the excavated stuff as directed.(A) General blasting

32 Cu.mt. Providing and Casting in situ Controlled Cement

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

19.80 including necessary shuttering laying, vibrating, 3682.76

ramming and curing complete.

33 Cu.Mt. Providing and Casting in situ controlled Cement

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

56.00 including necessary shuttering laying, vibrating, 4599.24

ramming and curing complete.

34 Cu.Mt. Providing and casting in situ controlled cement

concrete M-250 for Kerb/ kerb blocks including

27.20 formwork curing and finishing, complete. 5138.17

35 Providing and casting in situ controlled cement

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

centering, scaffolding, curing and finishing

36 3.80 Cu.Mt. Providing and casting in situ ordinary cement

concrete M-250 for average 75 mm thick wearing

coat laid as directed including

temping,Vibrating,finishing ,Curing and filling in

joints with bitumine Complete.

37 108.80 Cu.Mt. Providing and casting in situ ordinary cement

concrete M. 250 mix and providing necessary pin

headers including shuttring scaffolding laying

vibrating curing and finishing complete. Without V-

Grooves. (A) Height from 0.0 M to 5.0. M

38 8.00 No Provding P.V.C. 100 mm diameter water spouts

including necessary iron gratings as per drawings.

39 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

40 56.00 No 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.

41 108.00 Sq.mt. Providing and laying - Fitter Media 600mm thick

directed at the back of abutments, returns and wing

walls as per detailed specifications.

42 6.60 Sq.mt. Providing and filling rubbles including hand packing

and filling interstices with quarry spalls behind

abutments and between returns as directed.

43 98.00 Sq.mt. Supplying Pre - Moulded Bituminious Joint Filler.

(iii) 20 mm size

44 275.20 Sq.mt. Providing and filling sand behind abutments and

between returns in layers as directed

45 1.00 L.S. 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

46 27.65 Cu.mt. Credit value of R.C.C. from demolation of structure.

including stacking of serviceable materials with all

lead and lift as per engineer in charge.

Rs. One Corer Eighty Three Lack Twenty Five Thousand Four Hundred Eleven and Paise Twenty Five Only.