Package No. 1 /KAPRADA/MMGSY/ET TO BT/2-RD/25-26 (1)Kothar Khori Faliya Prathmik Shala Thi Dungri Faliya Thai Sva. Lakshubhai Patelna Maholla Thai Somulbhaina Ghar Thai Dungri Taraf Jato Rasto. .(0/000 TO 2/000 KM)(2)Kolvera patel faliya mukhya rasta thi kolak River causeway thi oaeta gharta faliya thai kolvera prathmik shala taraf jato rasto. 1.5km (w/s 0/000 TO 1/400 KM) Total : 3.5 km Ta. Kaprada Di. Valsad

Name of work: Package No. 1 /KAPRADA/MMGSY/ET TO BT/2-RD/25-26 (1)Kothar Khori Faliya Prathmik

Shala Thi Dungri Faliya Thai Sva. Lakshubhai Patelna Maholla Thai Somulbhaina Ghar Thai

Dungri Taraf Jato Rasto. .(0/000 TO 2/000 KM)(2)Kolvera patel faliya mukhya rasta thi kolak

River causeway thi oaeta gharta faliya thai kolvera prathmik shala taraf jato rasto. 1.5km (w/s

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

Hect. Clearing and grubbing road land, including uprooting rank

vegetation, grass bushes, shrubs, saplings, and trees girths up to

mm, removal of stumps of trees cut earlier, and disposal of

1.00 1.02 unserviceable materials(D) By mechanical means in area of thorny 34796.29

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

conveying and putting the stuff in spoil bank maintaining minimum

2.00 3060.00 distance of five meter between top edge and cutting and toe of spoil 104.04

Excavation for foundation upto 1.5 m depth including sorting out and

3.00 590.40 Cu.Mt stacking of useful materials and disposing off the excavated stuff 248.16

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

Providing & filling in foundation with ordinary cement concrete M

4.00 62.80 Cu.Mt 100 mix and providing necessary vertical pin headers including 3240.34

formwork 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 specifications including setting the pipes in C.M. 1:2 watering

5.00 135.00 and laying (to level or slopes) of class NP3 of following internal 3446.50

daimeters.(iii) 900mm dia.

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

6.00 1140.09 the depression which occur during the process using power roller 8T 169.44

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

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

7.00 612.00 rolling and watering etc. Complete. 582.37

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%

8.00 2352.00 cu.mt (M.C.Metal), 2.36 mm below @ 10% (Stone Dust) including 589.84

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.

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

9.00 2066.00 Cu.mt. Material by tipper to site, laying in uniform layers with paver in sub- 666.26

base / base course on well prepared surface and compacting with

vibratory roller to achieve the desired density.

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

10.00 12750.00 (Himcol Made) pressure spreayer etc. complete including the cost of 98.15

Providing and laying bituminous base course 37.5mm thick

compacted in one layer with tack coat of asphalt Emulsion RS1 at the

rate of2.5Kg / 10 Sqmt. and using B.T. stone aggregate or required

gradation and asphalt (VG-30) grade for mixing @ 1.99 % by

11.00 393.80 M.Ton weight of total mix for mixing including heating the aggregate and 2842.65

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.

M.Ton Providing & laying 37.50mm. thick compacted Bituminous

Macadam with using VG-30 asphalt for tack coat at 2.50 Kg /

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

12.00 562.50 plant including consolidation with vibrating roller including 2816.18

operating plant and machinery cost of asphalt, fuel, oil, lubricant and

labour charges etc. complete.

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 including heating and mixing in drum mix plant

13.00 669.40 transporting and spreading the same with paver finisher and 3874.16

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.

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

14.00 459.00 M.Ton plant and transporting and spreading the same by paver finisher and 4355.35

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 .

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

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

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.

16.00 5.00 1:4:8 including lettering and painting etc. complete. (For OD.R. & 704.33

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

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

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

18.00 2.00 as required; painted with best qualityepoxy coatings in black and 3856.90

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 angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as

19.00 4.00 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.

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

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 andtwo 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

21.00 2.00 painted with best quality epoxy coatings in black and white bends. 5045.36

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)...

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

150 mix and providing necessary vertical pin headers including

22.00 484.20 formwork vibrating ramming & curing complete. 3610.39

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

23.00 100.00 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

24.00 10.00 marble stone set in C.M. 1:4 including Finishing and engraving 279.69

letters, etc. complete

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,

25.00 374.20 dust; mortar drops and other foreign matter. 12.41

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

back of abutments, returns and wing walls as per detailed

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

temperature reinforcement for mass concrete pier/abutment returns

27.00 0.90 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

28.00 64.00 slope and position as directed etc. complete. (As per detailed 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

29.00 58.24 filling in depressions which occure during the process using 152.51

vibratory roller 80 to 100 KN (A) From Borrow Pits Within Land

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

Rs. One Corer Fifty Nine Lack Eighty Four Thousand Four Hundred Eighty One and Paise Sixty Eight Only.