CONSTRUCTION OF MAJOR BRIDGE ON ACROSS KOLAK RIVER CONNECTING TO DHAGADMAL-ARNALA-PATI ROAD ON CH.2/2 TO 2/4 IN DIST. VALSAD. TA. PARDI

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ON ACROSS KOLAK RIVER

CONNECTING TO DHAGADMAL-ARNALA-PATI ROAD ON CH.2/2 TO 2/4 IN DIST. VALSAD.

Bill of Quantity

Item of work Quantity Unit Amount

Dismentaling the existing structure including

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

Diversion of watercourse / providing

2 cofferdam and bund or island as may be 11.00 Each 288698.4

necessary for foundation and maintaining

the same for the period as may be

Demarkation of road alingment including

marking out road line by providing and

3 fixing wooden pegs or steel rod of required 1.70 Km. 2706.5

size at every 25 M to 50 M. including

excavating trenches ion both sodes of

Providing flood gauge marks on

4 substructure as per design including painting 36.00 Rmt 159.08

Providing masonry steps with cement

5 pointing on approaches as directed . 92.00 No. 224.3

Providing and filling sand inside abutment

and between returns in layers as directed. 713.00 Cum 480.41

Filling available excavated

earth/wethered rock in trenches,sides of

7 foundations etc. in layers not exceeding 20 1242.40 Cum 130.39

cm in depth consolidating each disposited

layer by ramming and watering.

Excavation for foundation in sand , gravel

clay soft soils & murrum etc. Including

8 sorting and strutting and dewatering as

necessary and disposing of excavated stuff

as directed.(For all height)

(A) Depth upto 3.0 M. 4193.40 Cum 501.09

Excavation in large boulders and soft rock

by welding including shoring, strutting and

dewatering as necessary and disposing of

the excavated stuff as directed.

Providing & filling in foundation as base

course with ordinary cement concrete of M

10 15 mix and providing necessary vertical pin 1349.60 Cum 3610.75

headers including formwork vibrating

ramming & curing complete.

Providing and casting in-situ controlled

cement concrete of M 35 For R.C.C. work

11 for footing including necessary form work 1450.20 Cum 5106.56

vibrating, curing and finishing complete.

Providing and fixing in position of steel

grade FE-550D (TMT) for R.C.C. Raft & box

12 Including cutting hooking, tying, welding 149.60 MT 81325.8

etc., complete as per detailed drawing and

Providing and casting in situ controlled

cement with of M35 for R.C.C. work in piers

13 and abutment,Retaining wall as per drawing

including centering shuttering scaffolding

where necessary laying vibrating curing and

finishing complete.

Item of work Quantity Unit Amount

(A) Height from 0.0 M to 5.0 M 549.50 Cum 5408.55

(B) Height from 5.0 M to 10.0 M 427.00 Cum 5725.69

(C) Above 10.0 M 15.00 Cum 6514.5

Supplying, fitting and fixing in position true

to line and level Tar paper bearing

14 conforming to MoRTH specifications 254.30 Sqm 252.5

complete including all accessories as per

drawing and Technical Specifications.

Providing and casting in situ controlled

cement concrete of M 35 Mix for R.C.C.

works in pier cap abutment cap and dirt wall

including controlled cement concrete M

15 bed block or pedestals of required drawings, 359.00 Cum 5805.48

centering shuttering, scaffolding wherever

necessary laying vibrating curing and

finishing complete.

Providing and fixing in position TMT (FE-

550D) bar reinforcement including cutting

,bending, hooking, tying, welding etc.,

16 complete as per detailed drawing and

specification. For pier,Abutments,Aburment

cap , pier cap , sesmic arrester , Pedestal.

(B) Abutment 79.80 MT 81325.8

(C) Abutment cap and dirt wall 4.20 MT 81325.8

(D) Pier cap 54.60 MT 81325.8

(E) Seismic Arrester 5.30 MT 81325.8

Providing and casting in situ controlled

cement concrete M-35 for R.C.C. solid slab

including centering,scaffolding, curing and

finishing complete

Providing and laying in position FE 550D

TMT bar reinforcement including

cutting,bending, hooking and tying complete

as per detailed for the following. (A) Solid

Providing and casting in situ controlled

cement concrete of M 40 for average

19 mm. thick wearing coat laid as directed 116.80 Cum 5597.42

including tamping vibrating finishing curing

and filling in joints with bitumen complete.

Provision of an Reinforced cement concrete

crash barrier at the edges of the road,

approaches to bridge structures and

medians, constructed with M-40 grade

concrete with Fe-550D reinforcement with

fusion bonded epoxy coating conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm

20 long at expansion joints filled with pre- 285.70 Rmt 11333.21

moulded asphalt filler board, keyed to the

structure on which it is built and installed as

per design given in the enclosure to MOST

circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in

the approved drawing and at locations

directed by the Engineer, all as specified as

per drawing attached.

Item of work Quantity Unit Amount

Providing raling of controlled cement

concrete M-35 as per detailed drawings with

21 necessary reainforcement including, 142.00 Cum 1392.79

shuttering, laying vibrating and finishing to

line and level complete.(ii) Cast in situ.

Providing and laying chequered precast

cement concrete tiles 22mm thick with

aggegate of sizes upto 6mm in floors, treads

22 of steps and landings on 20mm thick bed of 213.00 Sqm 528.01

C.M. 1:6 (1-cement : 6-sand) or L.M.

1:1.5(1-Lime putty : 1.5 coarse sand) joint

with neat cement slurry with pigments to

match the shade of the tiles.

Providing G.I. 100 mm. diameter water

23 spouts including necessary iron gratings as 55.00 Each 536.03

Providing and fixing marble slab including

24 engraving and painting complete. 1.00 Each 1012.65

(A) size 75 cm x 60 cm x 40 cm

Providing and casting in situ controlled

cement concrete of M 35 for approach slab

including form work curing and finishing

Providing and fixing in position FE 550D

TMT bar reinforement including cutting,

26 bending and tying complete as per detailed 19.60 MT 80710.13

drawings. R.C.C. Approch slab. and

Providing Pre-moulded asphalt filler joints as

per drawings.(A) 20mm

Providing and laying Filter Media 600mm

Thick directed at the back of Abutment,

return and wing walls as per detailed

Providing and fixing mild steel dowel bars of

minimum 32mm dia. for anchoring by

drilling holes in foundation strata including

necessary bending, hooking of dowel bars

and grouting the holes complete as per

detailed drawing and as directed.

Providing and laying of Extruded Bioaxial

Polypropylene Geogrid 40 KN as per clause

no 3102.8 and approval design and

specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining

reinforcing elements with the facia ,pannels

and overlaps and other protective elements

as per detailed specification.

Providing and applying anti carbonation, anti

fading,mold resistant, heat insulating, and

100% acrylic breathable decorative external

waterproof coating of approved shade

having Viscosity @ Room Temperature by

Ford cup No. B-4 (dilute 2 parts of product

31 with I part of water) 18 to 30 sec. pH of 3640.80 Sqm 115.92

7.00 to 10.00 and Sp.Gravity @ Room

Temperature 1.30+0.1, tested for carbon

dioxide diffusion resistance properties for

coating materials and coating systems for

exterior masonry and concrete as per DIN

EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

Item of work Quantity Unit Amount

Applying two coats of putty & two coats of

primer of approved brand and manufacture

on new wall surface to give an even shade

including thoroughly brushing the surface

free from mortar dropping and other foreign

matter and sand papered smooth.

Providing fusion bonded Epoxy coating not

less than 175 micron thickness and up to

33 300 micron to reinforcement bars as per IS- 296.70 MT 10162.62

13620-1993/ASTM-775 M including testing

of coating at plant and all taxes (A) 10mm

to 16mm dia bar

Providing fusion bonded Epoxy coating not

less than 175 micron thickness and up to

300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing

of coating at plant and all taxes (B) 20mm

to 32 mm dia bar

Carrying out load test of super structure as

directed including all necessary materials

plant equipement,instruments, labour and

arrangements for test directed

Steel work, welded in built up sections

framed work including cutting, hoisting,

fixing in position and applying a priming

coat of red lead paint. (A)In beams and

joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purl

ins conneted to common rafters and the like

Clearing and grubbing road land including

uprooting rank vegetation , grass , bushes

shrubs , saplings and trees of girth upto

mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (I)

By Mechanical means in area of light jungle.

Box cutting the road surface to proper slope

and camber for making a base for road work

38 including removing the excavated stuff and 2255.30 Cum 104.04

depositing on the road side slope as directed

upto 50Mt.lead.

Back filling between returnwall shall be

selected soil having properties as C=0Kg/Sq.

∅ =30 ° for embankment including breaking

clods dressing With all lead and lift and

39 including watering, rolling, and consolidation 9196.40 Cum 480.41

of subgrade in layers at O.M.C. to required

dry density including filling the depressing

which occur during the process using

Vibratory roller 8T to 10T. (E) From Borrow

area With all lead & lift.

Earth work for embankment having

CBR>5% including breaking clods dressing

With all lead and lift and including watering,

40 rolling, and consolidation of subgrade in 2130.00 Cum 329.26

layers at O.M.C. to required dry density

including filling the depressing which occur

during the process using Vibratory roller 8T

Item of work Quantity Unit Amount

Construction of 150 mm & 200 mm thick

compacted coarsed granular subbase

(Grade-I crushed B.T materials of 53 mm to

45% ,Below 2.36 mm @ 20 %) by providing

41 close graded material , mixing in a 1076.70 Cum 1213.01

mechanical mix plant at OMC,carriage of a

mix material to work site, spreading uniform

layers with motor grader on prepared

surface and compacting with vibratory

power roller to achieve desire density

complete clause as per

Providing and laying 200 mm thick Wet mix

macadam (W.M.M.) using machine crushed

black trap aggregate of 40 to 50 mm size in

the material as per MORT & H specification

including premixing the material with water

42 at OMC in mechanical mix plant, carriage of 906.20 Cum 1359.46

mixed material by tippers 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.

Providing & Laying bituminious grout

mm.thick compacted with bitumen of grade

VG 30 at rate 1.99% by weight of mix for

mixing & Emulsion grade RS1 for tack coat

at 2.5 Kg./10Sq.mt. and using B.T. Chips of

43 required gradation including cleaning and 552.30 MT 2310.93

heating asphalt premix materials by hot mix

process in proper gradation and laying with

paver finisher and consolidation work as per

MORT & H specification including cost of

labour , materials & plants, fuel , oil etc

Providing and laying 37.5 mm thick

compacted B.M.with B.T. aggregate as per

MORT&H specification and Emulsion grade

RS1 for tack coat at 2.5 Kg./10Sq.mt. with

mechanical sprayer and bitumen grade VG-

30 for mixing at the rate 34.0Kg/M.T. i.e.

44 3.4 % of total mix including heating the 607.50 MT 2819.92

aggregate and asphalt by drum mix plant

and spreading the same by censor paver

finisher and consolidation with vibratory

roller including providing all materials,

equipments, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete.

Providing and applying priming coat with

emulsion SS1 grade at the rate of 7.50 kg/

45 10 Sq.mt. including cost of asphalt and 9067.60 Sqm 59.59

preparing the surface heating and applying

Item of work Quantity Unit Amount

Close Graded Premix Surfacing/Mixed Seal

Surfacing (Mechanical means using HMP of

appropriate capacity not less than

tonnes/hour. Providing, laying and rolling of

close-graded premix surfacing material of

mm thickness composed of 11.2 mm to

46 mm (Type-a) aggregates using penetration 417.80 MT 3423.9

grade bitumen to the required line, grade

and level to serve as wearing course on a

previously prepared base, including mixing

in a suitable plant, laying and rolling with a

Smooth wheeled roller 8-10 tonne capacity,

and finishing to required level and grade. )

Road marking with hot applied thermo

plastic paints with reflectorising glass beads

on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm

thick includlng reflectorsing glass beads@

250 gms per sqm area, thickness of 2.5mm

is excluding of surface applied glass beds as

per IRC-35 2015. The finished surface to be

level,uniform and free from sreaks and

holes. zebra patta/bump patta lane/center

line/edge line/cut patta. The white color

marking should provide liminance coefficent

on cement road shall be min

130mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life

during the day time. The marking should

meet the performance criteria for night time

reflectivity,wet reflectivity and skid resistnce

as mentioned in the section 15 of IRC35-

2015. warrenty for retro reflectivity shall be

Direction sign (Junction board):-Providing

and fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms.

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

75x75x6mm as required; 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)...

Item of work Quantity Unit Amount

Cautionary Warning Sign :-Providing and

fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per 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

refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x

6mm as required; painted with bestquality

epoxy coatings in black andwhite bends.

The details of symbol foreach board shall be

as per theinstruction 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)

Informatory Engineer

Signs :-Providing Grade(VR)

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

50 postand frame fabricated from suitable 6.00 Each 3856.9

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 of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of size

x45 x 60cms. for each leg. including

excavation curing tec. complete under the

Hazard Marker of Sign

engineer in charge.(A)

:-Providing and fixing

sing boards made out of 2mm aluminium

sheet; size 90 x 30cms. rectangle as as per

the design/drawing attached (IRC)

pretreated 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; 3.1m long stand post and

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings The

fixing at site shall be in 1:2:4 CC block of

size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the

Item of work Quantity Unit Amount

Regulatory/Mandatory signs :Providing and

fixing sing boards made out of 2mm

aluminium sheet; size 60cms. diameter

circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid

eteching; 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.

52 Specifications; 3.1m long stand post and 6.00 No 3439.81

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 75x75x6mm 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 45 x 60cms. for each leg.

including excavation curing etc. complete

Chevron sign :-Providing and fixing sign boards

made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50cm

rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications;

mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle

53 of35x35x3mm; painted with bestquality epoxy 34.00 Each 3711.75

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

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under

the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report

from third party test lab for the product offered

shall be submitted by contractor. (A) Class-B

Type-4 Retro Reflective sheeting

Providing and fixing hectometer as per

54 I.R.C. type design including painting 6.00 Each 356.5

lettering etc. complete fixing in C.C. 1:5:10.

Providing and erecting a 'W' metal double

beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x

mm spaced 2 m center to center, 1.8 m

55 high, 1.1 m below ground/road level, all 577.00 Rmt 5707.51

steel parts and fitments to be galvanised by

hot dip process, all fittings to confirm to

IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause

Item of work Quantity Unit Amount

Cat Eye/ Road Stud / RPM: Supplying Raised

Pavement Markers made of polycarbonate

and ABS moulded body and reflective panles

with micro prismatic lens (No Glass lens)

capable of providing total internal reflection

of light entering the lens face and shall

support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and

Complyinh to Specification of Category A of

MORTH Circular No RW/NH/33023/10-97 -

56 Do III Dt 11.06. 1997. The height, width 309.00 Each 217.41

and length shall not exceed 20mm, 130 mm

and 130mm and with minimum reflective

area of 13 sqcm on each side and the slope

to the base shall be 35+/-5 degrre. The

body of the marker should having finger grip

for easy and accurate placement and

application with epoxy/ bituminous Adhesive

as recommended by the manufacturer of

the marker. The color of the marker should

be as per the IRC 35-2015 and as directed

Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

57 M200 grade concret as per approved design 45.00 Rmt 380.19

and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Providing & laying weep hole in Abutments,

and returns by using A.C. pipe of 100mm

including laying in proper grade and jointing

the completed as per detailed specification.

Providing and laying Pitching on slopes laid

over prepared filter media including boulder

59 apron laid dry in front of toe of embankment 88.90 Cum 1051.41

complete as per drawing and Technical

Providing and laying Filter material

60 underneath pitching in slopes complete as 44.50 Cum 877.69

per drawing and Technical specification

Supplying and laying of High Strength

Flexible Geogrids paralink TGU- 250 as

basal reinforcement, made of polyester core

with polyethylene coating with minimum

61 Long term Strength for 120 years design life 1586.00 Sqm 280

at 20 degree Celcius,at easily accessible

location including top and bottom, with all

leads and lifts, manpower and machinery,

materials, labour etc. complete and as

directed by Engineer - In - Charge.

Supplying and laying of High Strength

Flexible Geogrids paralink TGU- 200 as

basal reinforcement, made of polyester core

with polyethylene coating with minimum

62 Long term Strength for 120 years design life 9915.00 Sqm 230

at 20 degree Celcius,at easily accessible

location including top and bottom, with all

leads and lifts, manpower and machinery,

materials, labour etc. complete and as

directed by Engineer - In - Charge.

Item of work Quantity Unit Amount

Supplying and laying of High Strength

Flexible Geogrids paralink TGU- 150 as

basal reinforcement, made of polyester core

with polyethylene coating with minimum

63 Long term Strength for 120 years design life 3468.00 Sqm 195

at 20 degree Celcius,at easily accessible

location including top and bottom, with all

leads and lifts, manpower and machinery,

materials, labour etc. complete and as

directed by Engineer - In - Charge.

Supplying and laying of High Strength

Flexible Geogrids paralink TGU- 100 as

basal reinforcement, made of polyester core

with polyethylene coating with minimum

64 Long term Strength for 120 years design life 21525.00 Sqm 175

at 20 degree Celcius,at easily accessible

location including top and bottom, with all

leads and lifts, manpower and machinery,

materials, labour etc. complete and as

directed by Engineer - In - Charge.

Supplying and laying of mechanically

bonded polypropylene non woven geotextile

(250gsm) as filter media behind gabion

units, Beneath the mattress and application

as per MoRTH 700 Type-I geotextile. The

65 width of geotextile roll shall not be less than 2771.00 Sqm 80

4.5 m, at easily accessible location

including top and bottom, with all leads and

lifts, manpower and machinery, materials,

labour etc. complete and as directed by

Engineer - In - Charge.

Supplying & Laying of Mechanically Woven,

Double twisted hexagonal shaped

Galmac(Zinc+10% Aluminum)+PVC Coated

Gabion Units, Mesh Type 10x12, Mesh wire

dia 2.7/3.7 mm and Selvedge wire Dia.

66 3.4mm /4.4mm of dimension including 680.00 Nos. 3968

transportation & placing at indicated places

as direction of Engineer incharge including

tools ,plants ,labour,material ,royalty

charges etc. in all respect with safety

precautions & all lead & lift. A) 3 x 1 x 0.8 m

Supplying & Laying of Mechanically Woven,

Double twisted hexagonal shaped

Galmac(Zinc+10% Aluminum)+PVC Coated

Gabion Units, Mesh Type 10x12, Mesh wire

dia 2.7/3.7 mm and Selvedge wire Dia.

67 3.4mm /4.4mm of dimension including 704.00 Nos. 3251

transportation & placing at indicated places

as direction of Engineer incharge including

tools ,plants ,labour,material ,royalty

charges etc. in all respect with safety

precautions & all lead & lift. B) 3 x 1 x 0.5 m

Supply & Laying of Mechanically Woven,

Double twisted hexagonal shaped

Galmac(Zinc+10% Aluminum)+PVC Coated

Reno Mattress of, Mesh Type 10x12, Mesh

wire dia 2.7/3.7 mm and Selvedge wire Dia.

3.4mm /4.4mm of height 0.5m.

Quanity of Stones for filling mattress &

terramesh unit with all leads and lifts,

69 manpower and machinery, materials, labour 3487.00 Cum 1064.8

etc. complete and as directed by Engineer -

Item of work Quantity Unit Amount

Removing of existing bituminous layers up

to required width and depth by using Cold

70 milling machine including hauling and stock 269.10 Cum 766.69

piling excavated material as and where

directed etc. complete.

Earth work for embankment having CBR

not less than 5% including breaking clods

dressing With all lead and lift and including

71 watering, rolling, and consolidation of 4500.00 Cum 305.75

subgrade in layers at O.M.C. to required dry

density including filling the depressing which

occur during the process using Vibratory

roller 8T to 10T.

Construction of 200 mm thick compacted

coarsed granular subbase by providing

coarse graded machine crushed B.T.

material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate

mm @ 20% and 2.36 mm below @ 30 % )

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 etc. complete.

Diversion sing board :-Providing & Fixing

sign boardsmade out of 2mm aluminium

sheet, size 180 x 60 cms. rectangle as per

the attached drawing pre treated with

phospheting process & acid etching. coated

with one coat of epoxy priemr and two

coats of best quality epoxy paint

reflectorised with retro reflective sheeting as

73 per latest M.O.S.T. Specifications; Letters 4.00 Nos 6798.92

and numerals should be as per IRC-30-

1968,3.1m long (2nos) stand post and

frame fabricated from iron angle of

35x35x3mm, 50x50x5mm painted with best

quality epoxy coatings in blak and white

bends. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete

Supplyingthe and

supervision of engineer

fixing reinforced in

heavy duty non-pressure pipes with collars

for culverts including setting and joining the

74 pipes in C.M. 1:2 watering and laying (To 60.00 Rmt 6595.9

level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. 1200 mm dia.

Total Of Schedule B: