Structure Work

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

1 Dismantling of existing structures including stacking of

serviceable materials and disposal of unserviceable materials

with all lead and lift.

i) R.C.C. work 543.10 Cum. 908.20

ii) Rubble Masonary work 97.90 Cum. 389.74

2 Dismantling of Structures (Dismantling of existing structures

like culverts, bridges, retaining walls and other structure

comprising of masonry, cement concrete, wood work, steel

work, including T&P and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable

material and stacking the serviceable material with all lifts and

lead of 1000 metres)

upto 600 mm dia 90.00 Rmt. 183.16

above 900 mm dia 40.00 Rmt 309.21

3 Excavation for foundation in sand , gravel , clay soft soils &

murrum etc. including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed. With

all lead & lift.

(A) Depth upto 3.0M. 6921.09 Cu.m. 498.94

(B) Depth from 3.0 m to 6.0 m 241.00 Cum 585.37

4 Providing & filling in foundation as base course with ordinary 1357.46 Cu.m. 3677.00

cement concrete of M 15 mix and providing necessary

vertical pin headers including formwork vibrating ramming &

curing complete.

5 Providing and casting in situ controlled cement concrete M-25 239.87 Cu.m. 5155.04

for R.C.C. box, Approach slab & Retaing Wing wall as per

drawings including centering huttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.

6 Providing and laying Pitching on slopes laid over prepared 790.32 Cu.m. 1051.41

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

7 Providing and laying rubble for apron (each stone weighing 726.66 Cu.m. 1067.08

not less than 40 Kg.) including hand packing and filling in the

interstices with quarry spall.

8 Providing & laying weep hole in Abutments, and returns by 1954.00 Each 84.63

using A.C. pipe of 100mm including laying in proper grade and

jointing the completed as per detailed specification.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

9 Providing and fixing in position of steel grade FE-500D / FE- 182.63 MT. 73858.69

550D (TMT) for Box Culvert, Wearing Coat & Approach

Slab,Retaining wall Including cutting hooking, tying, welding

etc., complete as per detailed drawing and specification.

10 Provision of an Reinforced cement concrete crash barrier at 250.00 Rmt 6665.89

the edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe-

500D/Fe-550D reinforcement conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at expansion joints filled with

pre-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.

11 Providing G.I. 100 mm. diameter water spouts including 88.00 Each 536.03

necessary iron gratings as per drawings.

12 Providing and laying Filter material underneath pitching in 395.46 Cu.m. 877.69

slopes complete as per drawing and Technical specification

13 Providing and laying Filter Media 600mm Thick directed at the 214.30 Cu.m. 782.00

back of Abutment, return and wing walls as per detailed

14 Filling available excavated earth/wethered rock in 4724.89 Cu.m. 132.60

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

15 Clearing and grubbing road land including uprooting rank 1.70 Hectare 28455.09

vegetation , grass , bushes , shrubs , saplings and trees of

girth upto 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (I) By Mechanical means

in area of light jungle.

16 Back filling between returnwall shall be selected soil having 3128.40 Cu.m. 456.55

properties as C=0Kg/Sq. ∅=30° 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 the depressing

which occur during the process using Vibratory roller 8T to

10T. (E) From Borrow area With all lead & lift.

17 Construction of 150/200 mm thick compacted coarsed 2147.70 Cu.m. 1326.34

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

mm @ 20 %) by providing close graded material , mixing in a

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

18 Providing and Laying 250 mm thick W.B.M. of Grading - II,of 1679.15 Cu.m. 1976.59

reqiued compacted thickness in each layer of 100 mm using

B.T.M.C. metal of size 53mm to 22.4mm in layers including

13% stone screening 11.2mm size and 7% stone dust as

filler, including spreading, watering and cosolidation by

vibratory roller as per MoRTH specifications etc. complete as

directed by Engineer-in-charge.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

19 Providing & Laying bituminious grout 37.5 mm.thick 554.00 MT 2293.62

compacted with bitumen of grade VG 30 at rate 1.99% by

weight of mix for mixing & 2.5Kgs/10Smt bitumen grade VG

30 for tack coat and using B.T. Chips of required gradation

including cleaning and 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

20 Providing laying and rolling 25 mm thick open graded 621.33 MT 2827.84

premixed bitumineous carpet with B.T. aggregate as specified

and using bitumen 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 and spreading the same with paver

finisher and consolidationwith power roller including

necessary firewood oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of

21 Providing and laying seal coat with B.T. aggregate as specified 326.71 MT 3271.64

using aggregate at the rate of 0.18cum/10sqmt and bitumen

grafe 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 spreading the same by paver finisher and

cponsolidation with power roller including necessary fire wood

oil, lubricants, labour charges using contractor's own drum

mix plant, machineries and equipment, tools (including

flushing & screened stone dust etc. completre in accordance

with the requirement of specification.

22 Providing and applying tack coat with emulsion RS1 grade at 19184.53 Sq.m. 20.50

the rate of 3.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying etc. complete.

23 Road marking with hot applied thermo plastic paints with 340.30 Sq.m. 367.73

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

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 two years

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

24 Cautionary Warning Sign :-Providing and fixing sing boards 50.00 Each 3808.66

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 blockof size 45 x

45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)

25 Hazard Marker Sign :-Providing and fixing sing boards made 46.00 Nos 2423.74

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 &

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 supervision of engineer in charge.(A) Engineer

26 Regulatory/Mandatory signs :Providing and fixing sing boards 48.00 Nos 3439.81

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. Specifications; 3.1m long stand post and 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

x 45 x 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

27 Chevron sign :-Providing and fixing sign boards made out of 43.00 Each 3711.75

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; 3.3 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 of35x35x3mm; painted with bestquality 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

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

28 Providing and fixing hectometer as per I.R.C. type design 15.00 Each 356.50

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

29 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 335.00 Each 217.41

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 -Do III Dt 11.06. 1997. The height,

width 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 by Engineer-in-charge

30 Metal Beam Crash Barrier (Providing and erecting a "W" metal 680.04 Rmt 3743.06

beam crash barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot dip

process, all fittings to conform 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 811)

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

31 Citizens information Board:Providing and fixing of typical 13.00 Nos 22997.70

information board as per instruction.Two MS plates of 1.6m

thick, of 900mm x 750mm size fixed at top & bottom duly

welded with MS angles pf 25 x 25 x 5mm thick M.S plate shall

be welded by two vertical M.S flates 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grage blocks of 600mm x 600mm x

750mm, below ground level.Painting new letters & figure of

any shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All sections of

framed posts and steel tube will be painted with primer and

two coats of epoxy paints as per drawing

32 Supply & fixing logo board of diamond size (600 x 600 mm) 13.00 Nos 4306.64

16 gauge & board plate size (900 x250 mm) 16 gauge thick M

S Plate and 2.40 meter deep length single angle 75 x 75 x

mm size including fitting and painting lettering with luminous

colour as per drawing etc.

33 Providing and fixing guard stone as per I.R.C. type design 1432.00 Each 350.81

including white washing etc. complete fixing in C.C. 1:5:10

34 Providing & casting in situ Controlled cement concrete M-25

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves. (1) Piers (2) Abutment (3) RCC return

(A) Height from 0.0 to 5.0 M. 2910.81 Cum 4361.18

(B) Height from 5.0 to 10.0 M. 12.00 Cum 5364.26

35 Providing and fixing pre-cast concrete kerb stone of gray 583.80 RMT 382.05

cement based concrete block 30cm length,30cm height and

15cm thick of M25 grade concret as per approved design and

including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3 fine sand) etc complete.

36 Providing and laying - Fitter Media 600mm thick directed at 2406.30 SQM 1209.85

the back of abutments, returns and wing walls as per detailed

specifications.

37 Earthwork for embankment including breaking clods, dressing 2393.00 Cum 382.79

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 the depression which occur during the

process using vibratory roller 8T to 10T.(A) From Borrow pits

within land width

38 Construction of 200 mm thick compacted coarsed granular 910.00 Cu.m. 1403.48

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed B.T.

stone aggregate 26.5 mm to 9.5 mm @ 50 %, 9.5 mm to

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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

39 Cautionary Warning Sign :-Providing and fixing sign boards 12.00 Each 3906.19

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle

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;

3.6mtr 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 of 35 x 35 x 3mm; painted with

bestquality 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

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. (B) Class-B Type-4 Retro Reflective sheeting

40 Facility Informatory Sign :-Providing and fixing sign boards 8.00 Nos 5906.48

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms 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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of

75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

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 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 10 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-C Type-11 Retro Reflective sheeting

41 Hazard Marker Sign :-Providing and fixing sign boards made 12.00 Nos 3518.69

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 cms. 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; 1.8mtr 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 of 35 x 35 x 3mm; painted with bestquality 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 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. (B) Class-B Type-4

Retro Reflective sheeting

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

42 Regulatory / Mandatory Sign :-Providing and fixing sign 12.00 Nos 3540.12

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms. Dia Circle 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; 3.6mtr

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 of 35 x 35 x 3mm; painted with bestquality 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 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. (B) Class-B Type-4

Retro Reflective sheeting.

43 Diversion Ahead Sign :-Providing and fixing sign boards made 10.00 Nos 9867.07

out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 180x60 cms. 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; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality 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

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. (B)Class-B Type-4 Retro Reflective sheeting

44 Supplying and fixing reinforced concrete heavy duty 487.50 RMT 4491.62

nonpressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To level

of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (v) 1000 mm dia.

45 Demolition of Brick work and stone masonry including 13.50 cum 365.24

stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift..

46 Removing all type of hume pipes and stacking within a lead of 60.00 Rmt 216.65

1000 metres including earthwork and dismantling of masonry

47 Diversion of watercourse / providing cofferdam and bund or 8.00 Each 57457.64

island as may be necessary for foundation and maintaining

the same for the period as may be necessary. (For Estimate

No. Estimate-JITPURA APPROACH ROAD, WAGHODIA NEW

AJWA DEVALIYA, EKALBARA TO DABHASA ROAD, DABHOI-

TIMBI-DALIVADA ROAD, DHARAMURI VADAJ TENTALAV

ROAD & AVAKHAL TERSA ROAD)

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

48 Demarkation of road alingment including marking out road 2.58 Km 2706.50

line by providing and fixing wooden pegs or steel rod of

required size at every 25 M to 50 M. including excavating

trenches ion both sodes of 0.30 m. x 0.30M. including

supplying of labours and all materials for every work etc.

49 Providing flood gauge marks on substructure as per design 24.40 Rmt 159.14

including painting complete.

50 Providing masonry steps with cement pointing on approaches 197.60 Steps 225.01

51 Providing and casting in situ controlled cement concrete of M 111.84 Cum 5394.41

30 Mix for R.C.C. works in pier cap abutment cap and dirt wall

including controlled cement concrete of required drawings,

centering shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

52 Providing and Fixing in position Tar paper as bearing as per 73.10 Sqm 656.50

detailed drawings.

53 Providing and casting in situ controlled cement concrete M-30 167.43 Cum 5455.94

for R.C.C. solid slab including centering,scaffolding, curing and

finishing complete.

54 Providing and fixing in position steel bar reinforcement for 48.21 M.T. 73243.02

Super Structure & (A) R.C.C. Approch slab.(B) Wearing Coat.

of steel grade FE-500D/FE-550D including cutting ,bending,

hooking, tying, welding etc., complete as per detailed drawing

and specification.

55 Providing and casting in situ controlled cement concrete of M 101.70 Cum 5547.93

40 for average 100 mm. thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in joints

with bitumen complete.

56 Providing and fixing marble slab including engraving and 9.00 Each 1012.65

painting complete. (A) size 75 cm x 60 cm x 40 cm

57 Providing and casting in situ controlled cement concrete of M 145.44 Cum 5246.95

30 for approach slab including form work curing and finishing

58 Providing and fixing in position 20 mm thick premoulded joint 85.80 Rmt 453.49

filler in expansion joint for fixed ends of simply supported

spans not exceeding 10 m to cater for a horizontal movement

upto 20 mm, covered with sealant complete as per drawing

and technical specifications.

59 Providing and laying of Extruded Bioaxial Polypropylene 297.00 Sqm 249.07

Geogrid 30 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.

60 Providing and fixing in position Mild steel dowel bars in pier 54.00 Each 341.29

caps or abutment caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding

61 Providing and fixing in position Mild steel dowel bars in pier 54.00 Each 399.70

caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

62 Informatory Signs :-Providing and fixing sing boards made out 20.00 No. 3856.90

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)...

63 Diversion sing board :-Providing & Fixing sign boards made 20.00 No 6798.92

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 per latest M.O.S.T. Specifications;

Letters 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 under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

64 Providing and casting in situ controlled cement concrete M-30 948.90 Cum 5313.61

for R.C.C. box, Approach slab & Retaing Wing wall as per

drawings including centering huttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.

65 Earthwork for embankment including breaking clods dressing 4063.40 Cum 176.34

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 the depressing which occur during the

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

area With all lead & lift.

66 Demolition of Brick work and stone masonry including 75.70 Cum 549.49

stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift.(ii) In Cement Mortar.

67 Providing and casting in situ ordinary cement concrete M- 200 25.20 Cum 4204.42

forKerbs/Kerb blocks including formwork, curing and

finishing complete.

68 Providing and fixing in position Fe-500D/Fe-550D TMT bar 17.00 MT 74728.50

reinforcement including cutting, bending, hooking, tying and

welding complete and including forming the cage and

lowering it in position.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

69 Facility Informatory Sign :-Providing and fixing sign boards 2.00 Nos 3990.64

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms. 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; 3.6mtr 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 of 35 x 35 x 3mm; painted with bestquality 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 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. (B) Class-B Type-4

Retro Reflective sheeting.

70 Providing fusion bonded Epoxy coating not less than 175 2.00 MT 10162.62

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 (A) 10mm to 16mm dia bar

71 Providing fusion bonded Epoxy coating not less than 175 5.00 MT 7296.24

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 (A) 20mm to 32mm dia bar

72 Excavation for foundation up to 1.5 m depth including sorting 1845.98 Cum 247.85

out and stacking of useful material sand disposing off the

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

73 Providing and filling in foundation with ordinary Cement 76.21 Cum 3306.85

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and

curing complete.

74 Rolling & watering of earthwork in layers with power 311.52 Cum 22.73

roller including filling in depressions which occur during

75 Providing & casting in situ Controlled cement concrete M- 250 483.80 Cum 5179.28

Mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating and finishing

concrete without v-grooves

76 Providing and Placing in position mechanically woven 3360.00 Cum 2467.43

double twisted , galvenized without PVC coating

"GABIONS" boxes as per IS 16014:2012 made of mesh

size 10 X 12 cm with Mesh wire diameter 3.0 mm,

including proving and lying stones with least dimention of

200mm and tying with lacing wire of diameter 2.2mm and

arranging the same as instructed or as per drawing at the

locations/ structures etc including dressing the slope

minor earth fill with all lead and lift etc complate.

77 Providing and laying Non Woven Geo Fabric Filter over the 2196.00 Sqm 87.27

excavated surface as per specification including stitching

with overlap to design profile as directed in tidal range

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

78 Providing & casting in situ oridinary cement concrete M- 150 261.26 Cum 3885.47

Mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating and finishing

concrete without v-grooves

79 Providing TMT Bar FE 500D reinforcement for R.C.C. 1111.00 Kg 77.29

work including bending, binding and placing in position

complete upto floor two level

80 Supplying and fixing reinforced concrete heavy duty non- 22.50 Rmt 6621.26

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To level

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

internal diameter. (vi) 1200 mm dia.

81 Filling around the pipes with murrum including dressing, 45.52 Cum 86.43

tampering etc. complete.

82 White washing with lime on wall surface (two coats) to 85.25 Sqm 12.40

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

83 Providing temporary all weather and fair weather 1.00 No 10100.00

diversion suitable for traffic during the construction

period of the structure including providing necessary drain

diversion and all safty measures including red lamps/

signals at night for traffic etc. comp.

84 Providing parapet of controlled cement concrete M-30 as per 91.30 Rmt 1313.00

detailed detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to line and

level complete. (ii) Cast in situ.

85 Providing and casting in situ controlled cement concrete M-20 608.47 Cum 4255.13

for P.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete.(1) Abutment (2) Return wall

86 Providing and filling Grannular material of C=0Kg/Sq. ∅>30 51.50 Cum 568.63

of layer of 900mm thickness in Layers including ramming and

watering complete.

Total Of Bill Of Quantities

In Words :- Nine Crores Fifty Seven Lakhs Nine Hundred Eight and Paisa Twenty Only

I/We am/are willing to carry out the work at ……....................................% above/below percent (Should be written in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 1:-The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 4-In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

Note 5:-An amount of Rs. 49,36,958.68 ( Rs. Forty Nine Lakhs Thirty Six Thousand Nine Hundred Fifty Eight & Paise Sixty Eight Only . ) towards

estimated credit value of dismentaling shall be recovered from the first R.A. Bill of this work irrespective of the quantity actually received on site.

Deputy Executive Engineer Deputy Executive Engineer Deputy Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division

Waghodia Vadodara Padra

Divisional Accounts Officer Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Division Panchayat (R&B) Sub Division Panchayat (R&B) Division

Vadodara Dabhoi Vadodara