Package No. 4/KAP/MMGSY/RES/2-RD/25-26 (1)Motivahiyal Nadi faliya Uttambhai Tumada Maholla thi pad faliya thi Joining Arnai Mukhya Road ch 0/00 to 3/000 km (2)Kheruniya Tankpada Road ch 0/00 to 1/500 km Ta. Kaprada Di. Valsad

Name of work: Package No. 4/KAP/MMGSY/RES/2-RD/25-26 (1)Motivahiyal Nadi faliya Uttambhai Tumada

Maholla thi pad faliya thi Joining Arnai Mukhya Road ch 0/00 to 3/000 km (2)Kheruniya

Tankpada Road ch 0/00 to 1/500 km Ta. Kaprada Di. Valsad

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Quantity Total

estimated but may In figures Amount

be more or less Rs. Ps. according to

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

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

1.00 1.35 of stumps of trees cut earlier, and disposal of unserviceable materials(D) 34796.29

By mechanical means in area of thorny jungle

Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 6 cm to

2.00 11250.00 cm.depth including stacking useful materials on road side and disposing 40.72

off remaining stuff.

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

3.00 4050.00 conveying and putting the stuff in spoil bank maintaining minimum 104.04

distance of five 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

4.00 50.00 specifications including setting the pipes in C.M. 1:2 watering and 1952.00

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

daimeters.(iii) 600mm dia.

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

5.00 810.00 and watering etc. Complete. 582.37

6.00 1853.00 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

course on well prepared surface and compacting with vibratory roller to

achieve the desired density.

7.00 11250.00 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 94.49

Made) pressure spreayer etc. complete including the cost of asphalt

8.00 1856.30 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 process with drum mix plant including 3676.24

consolidation with vibrating roller including operating plant and

machinery cost of asphalt, fuel, oil, lubricant and labour charges etc.

M.Ton complete.

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

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

9.00 323.40 batching drum mix plant & spreading the same by paver finisher 4800.11

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. (As per R. A.)

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

10.00 405.00 M.ton transporting and spreading the same by paver finisher and consolidation 4477.87

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 .

Sq.mt. Providing and laying asphalt painting on B.T. surface with bitumen VG-

11.00 16875.00 30 at rate 5.00Kg / 10Sq.mt. including spreading stone dust for 47.18

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

Sq.mt. White washing with lime on wall surface (two coats) to give an even

12.00 305.94 shade including thoroughly booming the surface to remove all dirt, dust; 12.41

mortar drops and other foreign matter

No.s Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4

13.00 6.00 including necessary 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.)

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

14.00 12.00 lettering and painting etc. complete. (ii) Fixing in C.C. 1:5:10 356.50

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

15.00 2.00 sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with 3856.90

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)..

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

16.00 3.00 angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as required painted with best 4545.00

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 45 x 60 cms for

each leg, including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering grade.

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

17.00 4.00 fabricated from suitable size iron angle of 50 x 50 x 5mm painted with 5045.36

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

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

18.00 933.30 patta lane/center line/ edge line/cut patta. The white color marking 367.72

should provide liminance coefficinet on cemend road shalll be min

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.

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

19.00 150.00 rail 3mm thick for crash barrier in single row as per detailed drawing 3110.99

with fabrication and 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 complete.

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

20.00 171.60 below @ 10% (Stone Dust) including spreading in uniform layer with 576.72

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.

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

21.00 692.60 directed by Engineer in charge with all lead and lift in (2) Dense or hard 248.16

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

22.00 72.40 mix and providing necessary vertical pin headers including formwork 3240.34

vibrating ramming & curing complete.

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

23.00 540.90 mix and providing necessary vertical pin headers including formwork 3610.39

vibrating ramming & curing complete.

Rmt Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

24.00 120.00 specifications 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.

No. Providing and fixing Guard stone as per I.R.C. type design including

25.00 80.00 white washing etc. complete (II) Fixing in C.C. 1:5:10 349.11

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

26.00 5.00 stone set in C.M. 1:4 including Finishing and engraving letters, etc. 279.69

Sq.mt. Providing and laying - Fitter Media 600mm thick directed at the back of

27.00 159.00 abutments, returns and wing walls as per detailed specifications 1248.74

M.T. Providing and fixing in position ISI mark TMT (Fe-500) bar for

temperature reinforcement for mass concrete pier/abutment returns

28.00 2.24 including cutting bending and tying as required complete 73217.53

No Providing weep holes in abutment, returns using 100 mm. dia A.C. pipe

with C.I. grating including cutting, placing the pipe in required slope

29.00 159.00 and position as directed etc. complete. (As per detailed specification) 84.95

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 including filling in

depressions which occure during the process using vibratory roller 80 to

100 KN (A) From Borrow area Within 3.00 km lead Having C.B.R.

More than 5.00%

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 lacing wire of diameter 2.2mm,

31.00 157.50 supplied @ 3% by weight of Gabion boxes, filled with boulders with 2767.50

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

Rs. One Corer Ninty Three Lack Thirty Six Thousand Five Hundred Ninty Five and Paise Ninty Two Only.