Structure Work

NAME OF WORK:- CONSTRUCTION OF VARIOUS STRUCTURE MINOR BRIDGE, BOX CULVERT,PROTECTION

WALL, GABION WALL AND SLAB DRAIN OF WAGHODIA, KARJAN, DABHOI, SINOR, SAVLI AND PADRA TALUKA

DIST. VADODARA UNDER MMGSY(N) PACKAGE NO. 53/ 2025-26 1) JHAJHAD MOLETHA ROAD AT ROAD KM.

1/200 TO 1/400 TA:- SHINOR 2) AWAKHAL TERSA ROAD AT ROAD KM. 0/400 TO 0/600 IN TA. SHINOR 3)

MANJROL DAMAPURA ROAD AT KM. 0/600 TO 0/800 IN TA.DABHOI. 4) HADOD SABHOI ROAD AT KM. 1/800

TO 2/000 IN DIST. KARJAN. 5) DABHOI KARNET ROAD AT KM.4/600 TO 4/800 IN TA.DABHOI. 6)

SHANKARPURA BODINDRA ROAD AT KM.0/6 TO 0/8 TA.WAGHODIA. 7) PATOD TO ZAVERIPURA ROAD AT KM

0/200 TO 0/400 TA.PADRA 8) RANU TO VADADLA ROAD AT 1) 0/800 TO 1/000 , 2) 1/400 TO 1/600 TA.

PADRA. 9) TUNDAV TO NAMISARA ROAD AT CH. 1/6 TO 1/8 TA:-SAVLI. 10) CHORANDA RANAPUR ROAD AT

KM 6/2 TO 6/4 IN TA.KARJAN.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

1 Dismentaling the existing structure including removing and 845.10 Cu.m. 908.20

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

2 Demolition of Brick work and stone masonry including 460.15 Cu.m. 549.49

stacking of serviceable materilas and disposal of

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

3 Diversion of watercourse / providing cofferdam and bund or 14.00 Each 69925.91

island as may be necessary for foundation and maintaining

the same for the period as may be necessary.

4 Demarkation of road alingment including marking out road 5.88 K.M. 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.

5 Providing flood gauge marks on substructure as per design 63.20 Rmt 159.14

including painting complete.

6 Providing masonry steps with cement pointing on approaches 385.00 Steps 225.01

7 Filling available excavated earth/wethered rock in 7997.60 Cu.m. 133.65

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

8 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.

(A) Depth upto 3.0M. 10542.24 Cu.m. 498.94

(B) Depth from 3.0 m to 6.0 m 1390.70 Cu.m. 585.37

9 Providing & filling in foundation as base course with ordinary 1478.78 Cu.m. 3677.41

cement concrete of M 15 mix and providing necessary

vertical pin headers including formwork vibrating ramming &

curing complete.

10 Providing and Casting in situ controlled Cement Concrete M- 432.31 Cu.m. 4933.73

30 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

11 Providing and fixing in position of steel grade FE-500D/FE- 216.49 M.T. 73858.69

550D For R.C.C./P.C.C Work for RCC Raft, Retaining wall,

Pier, Abutment, return wall, pier,Abutments,Aburment cap

pier cap , sesmic arrester , Pedestal. Including cutting

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

drawing and specification.

12 Providing and casting in situ controlled cement with of M30

for R.C.C. work in piers and abutment as per drawing

including centering shuttering scaffolding where necessary

laying vibrating curing and finishing complete.

(A) Height from 0.0 to 5.0 M. 1018.14 Cu.m. 5313.61

(B) Height from 5.0 to 10.0 M. 24.00 Cu.m. 5628.73

13 Providing and casting in situ controlled cement concrete of 296.70 Cu.m. 5394.41

M 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.

14 Providing and Fixing in position Tar paper as bearing as per 235.00 Sq.m. 656.50

detailed drawings.

15 Providing and casting in situ controlled cement concrete M- 256.30 Cu.m. 5535.23

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

and finishing complete.

16 Providing and fixing in position steel bar reinforcement for 158.36 M.T. 73243.02

Super Structure, Approach slab & wearing coat of steel

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

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

drawing and specification.

17 Provision of an Reinforced cement concrete crash barrier at 457.60 Rmt 6644.40

the edges of the road, approaches to bridge structures and

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

500D/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.

18 Providing P.V.C. 100 mm. diameter water spouts including 17.00 Each 159.37

necessary iron gratings as per drawings.

19 Providing and fixing marble slab including engraving and 16.00 Each 1012.65

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

20 Providing and casting in situ controlled cement concrete of M 230.94 Cu.m. 5246.95

30 for approach slab including form work curing and finishing

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

21 Providing and fixing in position 20 mm thick premoulded joint 205.00 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.

22 Providing and laying Pitching on slopes laid over prepared 1059.26 Cu.m. 1051.41

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

embankment complete as per drawing and Technical

23 Providing and laying Filter material underneath pitching in 529.65 Cu.m. 877.69

slopes complete as per drawing and Technical specification

24 Providing and laying - Filter Media 600mm thick directed at 2034.28 Sq.m. 1209.85

the back of abutments, returns and wing walls as per

detailed specifications.

25 Providing & laying weep hole in Abutments, and returns by 1921.00 Each 84.63

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

and jointing the completed as per detailed specification.

26 Providing and laying of Extruded Bioaxial Polypropylene 1769.30 Sq.m. 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.

27 Providing and fixing in position Mild steel dowel bars in pier 131.00 Each 341.29

caps or abutment caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding

28 Providing and fixing in position Mild steel dowel bars in pier 131.00 Each 399.70

caps or abutment caps for anchorage in free end as per

detailed drawings including cutting, bending and welding

29 Clearing and grubbing road land including uprooting rank 0.83 Hectare 28455.10

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.

30 Back filling between returnwall shall be selected soil having 6849.87 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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

31 Construction of 150/200 mm thick compacted coarsed 1554.99 Cu.m. 1392.15

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

32 Providing and Laying 150/250 mm thick W.B.M. of Grading - 1152.79 Cu.m. 1939.07

II, of 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.

33 Providing & Laying bituminious grout 37.5 mm.thick 538.85 M.T. 2330.72

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 complete.

34 Providing laying and rolling 25 mm thick open graded 512.10 M.T. 3143.39

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

35 Providing and laying seal coat with B.T. aggregate as 270.37 M.T. 3755.71

specified 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

36 Providing and applying tack coat with emulsion RS1 grade at 16925.00 Sq.m. 25.63

the rate of 4.0 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying 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)

37 Road marking with hot applied thermo plastic paints with 331.30 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.

38 Cautionary Warning Sign :-Providing and fixing sing boards 37.00 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,

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

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

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

Engineer Grade(VR)

39 Hazard Marker Sign :-Providing and fixing sing boards made 34.00 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 &

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 supervision of engineer in charge.(A) Engineer

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

40 Regulatory/Mandatory signs :Providing and fixing sing boards 37.00 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)...

41 Chevron sign :-Providing and fixing sign boards made out of 39.00 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

42 Providing and fixing hectometer as per I.R.C. type design 12.00 Each 356.50

including painting lettering etc. complete fixing in C.C.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

43 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 331.00 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

44 Metal Beam Crash Barrier (Providing and erecting a "W" 765.22 Rmt 3354.21

metal 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

mm spaced 2 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

mm, 330 mm long complete as per clause 811)

45 Citizens information Board:Providing and fixing of typical 9.00 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

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

46 Supply & fixing logo board of diamond size (600 x 600 mm) 9.00 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

6 mm size including fitting and painting lettering with

luminous colour as per drawing etc.

47 Providing and fixing guard stone as per I.R.C. type design 1489.00 Each 350.80

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

48 Providing & casting in situ controlled cement concrete M-20 2847.67 Cu.m. 4255.13

mix for retaining wall and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) 0 to 5 mt

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

49 Earthwork for embankment including breaking clods, 3718.10 Cu.m. 342.93

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 depression which occur

during the process using vibratory roller 8T to 10T.(A) From

Borrow pits with all leads and lifts.

50 Construction of 200 mm thick compacted coarsed granular 564.00 Cu.m. 1301.55

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 2.36 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.

51 Informatory Signs :-Providing and fixing sing boards made 18.00 Nos 3856.90

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 Grade(VR)...

52 Diversion sing board :-Providing & Fixing sign boards made 18.00 Nos 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)...

53 Supplying and fixing reinforced concrete heavy duty 60.00 Rmt 4710.56

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) 900 mm dia.

54 Providing and casting in situ controlled cement concrete M- 724.50 Cu.m. 5455.94

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

and finishing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

55 Providing and casting in situ ordinary cement concrete 7.00 Cu.m. 4204.42

M 200 forKerbs/Kerb blocks including formwork, curing and

finishing complete

56 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) Abutments (3) RCC

Return (4) Retaining Wall

(A) Height from 0.0 to 5.0 M. 3486.30 Cu.m. 4584.70

(B) Height from 5.0 to 10.0 M. 195.90 Cu.m. 5149.20

57 Providing and casting in situ controlled cement concrete of 149.88 Cu.m. 5547.93

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

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

58 Providing G.I. 100 mm. diameter water spouts including 68.00 Each 536.03

necessary iron gratings as per drawings.

59 Supplying and fixing reinforced concrete heavy duty 295.00 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.

60 Scarifying gravelled macadam or bitumen macadam surface 6 281.30 Sq.m 40.61

cm to 10 cm.depth including stacking useful materials on

road side and disposing off remaining stuff.

61 Cautionary Warning Sign :-Providing and fixing sign boards 10.00 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 7years 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)

62 Hazard Marker Sign :-Providing and fixing sign boards made 8.00 Each 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

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

63 Regulatory / Mandatory Sign :-Providing and fixing sign 8.00 Each 3540.13

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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

64 Chevron sign :-Providing and fixing sign boards made out of 20.00 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

65 Providing and fixing pre-cast concrete kerb stone of gray 177.00 Rmt 386.89

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

15cm thick of M20 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.

66 Facility Informatory Sign :-Providing and fixing sign boards 4.00 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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

67 Diversion Ahead Sign :-Providing and fixing sign boards made 4.00 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

68 Supplying and fixing reinforced concrete heavy duty non 60.00 Rmt 3469.26

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.(v) 900mm dia.

69 Supplying and laying of mechanically bonded polypropylene 568.00 Sq.m. 80.00

non woven geotextile (250gsm) as filter media behind gabion

units, Beneath the mattress and application as per MoRTH

700 Type-I geotextile. The width of geotextile roll shall not

be less than 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.

70 Supplying & Laying of Mechanically Woven, Double twisted 1080.00 Cu.m. 1380.67

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. 3.4mm /4.4mm of

dimension including 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.

71 Providing and laying rubble for apron (each stone weighing 500.07 Cu.m. 1067.08

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

interstices with quarry spall.

72 Providing and laying Filter Media 600mm Thick directed at 158.59 Cu.m. 782.00

the back of Abutment, return and wing walls as per detailed

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

73 Supplying & Laying of Mechanically Woven, Double twisted 16.00 Nos 7447.74

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. 3.4mm /4.4mm of

dimension including 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.

74 Supplying & Laying of Mechanically Woven, Double twisted 16.00 Nos 8805.18

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. 3.4mm /4.4mm of

dimension including 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.

75 Supplying & Laying of Mechanically Woven, Double twisted 16.00 Nos 6095.35

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. 3.4mm /4.4mm of

dimension including 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.

76 Quantity of Stones for filling mattress & terramesh unit with 288.00 Cu.m. 1086.50

all leads and lifts, manpower and machinery, materials,

labour etc. complete and as directed by Engineer - In -

77 Providing and fixing in position of steel grade FE 500D/ FE- 57.00 M.T. 74728.50

550D (TMT) for Box Culvert & Approach Slab,Retaining wall

Including cutting hooking, tying, welding etc., complete as

per detailed drawing and specification.

78 Dismentling steel work including distempering and stacking 5484.30 Kg 3.76

the materials with all lead and lift.

79 Providing parapet of controlled cement concrete M-30 as per 80.00 Cu.m. 1313.00

detailed detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to line

and level complete. (ii) Cast in situ.

Total Of Bill Of

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

In Words :- Twelve Crore Thirty Six Lacs Sixty Two Thousand Six Hundred Sixteen Rupees and Paisa Twenty Three 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.

Note 5:-An amount of Rs.32,10,579.50 ( Rs.Thirty Two lacs Ten Thousand Five Hundred Seventy Nine Rupees & Paise Fifty

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

Dabhoi Karjan Waghodia

Deputy Executive Engineer Deputy Executive Engineer

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

Executive Engineer

Panchayat (R&B) Division