CONSTRUCTION OF A MAJOR BRIDGE WITH APPROACH ON AMBETHI ASHRAM APPROACH ROAD (Km. 0/0 to 1/0 ) TA. KAPRADA DIST. VALSAD (SH)

NAME OF WORK :- CONSTRUCTION OF A MAJOR BRIDGE WITH APPROACH ON AMBETHI ASHRAM

APPROACH ROAD (Km. 0/0 to 1/0 ) TA. KAPRADA DIST. VALSAD (SH)

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Dismentaling the existing structure including removing and 669.00 Cum 909.91

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

2 Dismentling steel work including distempering and stacking 4545.00 Kg 3.67

the materials with all lead and lift.

3 Diversion of watercourse / providing cofferdam and bund or 6.00 Each 236279.40

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 3.18 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.

5 Providing flood gauge marks on substructure as per design 8.00 Rmt 159.08

including painting complete.

6 Providing masonry steps with cement pointing on approaches 136.00 Steps 224.30

7 Providing and filling sand inside abutment and between 620.59 Cu.m 480.41

returns in layers as directed.

8 Filling available excavated earth/wethered rock in 3362.47 Cu.m 130.39

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

9 Excavation for foundation in sand , gravel , clay soft soils & 4499.68 Cu.m. 501.09

murrum etc. Including sorting and strutting and dewatering

as necessary and disposing of excavated stuff as directed.

(A) Depth upto 3.0M.

10 Excavation in hard rock by dry-wet blasting and chiselling 1189.04 Cu.m. 1640.07

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated stuff

as directed.(B) prohibited Blasting

11 Providing & filling in foundation as base course with ordinary 1036.00 Cu.m. 3610.75

cement concrete of M 15 mix and providing necessary

vertical pin headers including formwork vibrating ramming &

curing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

12 Providing and casting in-situ controlled cement concrete of 1593.84 Cu.m. 5106.56

M 35 For R.C.C. work for footing including necessary form

work vibrating, curing and finishing complete.

13 Providing and fixing in position of steel grade FE 550 D For 397.82 MT. 81325.80

R.C.C. work including cutting hooking, tying, welding etc.,

complete as per detailed drawing and specification.

For pier,Abutments,Aburment cap , pier cap , sesmic arrester

, Pedestal, Dirt Wall, Inspection Platform, Raft & Retaining

14 Providing and casting in situ controlled cement with of M35

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 M to 5.0 M 1444.20 Cum 5408.55

(B) Height from 5.0 M to 10.0 M 191.00 Cum 5725.69

15 Providing and fixingin position fully moulded restrained 774144.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings.

16 Providing and casting in situ controlled cement concrete of 257.50 Cu.m. 5805.48

M 35 Mix for R.C.C. works in pier cap abutment cap and dirt

wall including controlled cement concrete M 40 bed block or

pedestals of required drawings, centering shuttering,

scaffolding wherever necessary laying vibrating curing and

finishing complete.

17 Providing and casting in situ controlled cement concrete M-35 602.58 Cum 5977.18

for R.C.C. work in superstructure including centering,

shuttering scaffolding, ramming, vibrating curing and

finishing complete.(A) T-Beam and Deck slab type of

superstructure (II) Main and cross Girder

18 Providing and placing in position FE 550D TMT bar 105.45 MT 82181.57

reinforcement including cutting, bending, hooking, and tying

complete as per detailed drawing.(B)T-Beam and Deck slab

type of superstructure (I) Deck slab (II) Main and cross

19 Carrying out load test of super structure as directed including 400.00 M.T. 169.92

all necessary materials plant equipement, instruments, labour

and arrangements for test directed.

20 Providing and casting in situ controlled cement concrete of 103.50 Cu.m. 5597.42

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

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

21 Provision of an Reinforced cement concrete crash barrier at 276.00 Rmt 10288.87

the edges of the road, approaches to bridge structures and

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

550D with fusion bonded Epoxy coating 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.

22 Providing G.I. 100 mm. diameter water spouts including 56.00 Each 536.03

necessary iron gratings as per drawings.

23 Providing and fixing marble slab including engraving and 1.00 Each 1012.65

painting complete. (A) size 75 cm x 60 cm x 4 cm

24 Providing and casting in situ controlled cement concrete of M 54.00 Cu.m 5165.14

35 for approach slab including form work curing and finishing

25 Providing and fixing in position FE 550D TMT bar 19.69 MT. 80710.13

reinforement including cutting, bending and tying complete

as per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C.

Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat.

26 Providing and laying of a modular strip Box steel expansion 50.40 Rmt 2057.37

joint including anchorage catering to a horizontal movement

beyond 70 mm and upto 140mm, complete as per approved

drawings and standard specifications to be installed by the

manufacturer/supplier or their authorised representative

ensuring compliance to the manufacturer's instructions for

27 Providing and laying Filter Media 600mm Thick directed at 2973.19 Sqm 1248.74

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

28 Providing & laying weep hole in Abutments, and returns by 2295.00 Each 84.95

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

and jointing the completed as per detailed specification.

29 Providing and fixing mild steel dowel bars of minimum 32mm 982.08 Rmt. 448.27

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

30 Providing and laying Pitching on slopes laid over prepared 341.72 Cu.m. 877.69

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

embankment complete as per drawing and Technical

31 Providing and laying Filter material underneath pitching in 170.86 Cu.m 782.00

slopes complete as per drawing and Technical specification

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

32 Providing fusion bonded Epoxy coating not less than 175 188.58 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

33 Providing fusion bonded Epoxy coating not less than 175 334.38 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 (B) 20mm to 32 mm dia bar

34 Steel work, welded in built up sections framed work including 24000.00 Kg 90.48

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,purlins

conneted to common rafters and the like

35 Clearing and grubbing road land including uprooting rank 0.60 Hec. 28393.04

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.

36 Earthwork in cutting including preparing the slope and 234.40 Cu.m. 248.16

camber andstacking or utilising the cutting stuff in bank as

directed upto 200 Meters from the end of cutting with all

lead and lift. (i) Hard murrum.

37 Back filling between retainingwall shall be selected soil 5414.00 Cu.m. 480.41

having 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 within 3.0KM lead.

38 Earth work for embankment having CBR not less than 5% 249.10 Cum 377.89

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.

39 Construction of 150 mm thick compacted coarsed granular 512.00 cu.m 1041.31

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

mm @ 35 %,26.5 mm to 4.75 mm @ 45% ,Below 2.36 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

40 Construction of 150 mm thick compacted coarsed granular 512.00 Cu.m. 1194.43

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

mm @ 35 %,26.5 mm to 4.75 mm @ 45% ,Below 2.36 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

41 Providing and laying wet mix base course macadam 200 mm 682.70 Cu.m. 1214.02

in single layer using machine crushed chips as per required

gradation mixing with required optimum quantity of water

conveying the mix to site and spreading to grade and camber

with mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and

equipment etc. complete.

42 Providing and laying 50 mm DBM in single layer using 392.60 MT 3340.07

crushed stone aggregate BT chips as per required gradation

and using emulsion asphalt as a tack coat @ 2.5 kg /

sqmt and the VG-30 grade asphalt at 45 kg/MT)by total

weight of mix hot laid process using hot mix plant including

heating and mixing asphalt & materials by drum mix process

transporting the mix and laying by paver finisher including

consolidation with vibratory roller including cost of material,

labour, machinery equipment and fuel , oil , lubricant for

plant and machinery using contractor's own plant and

machineries etc. complete

43 Providing and laying 50 mm thick compacted B.M.with B.T. 375.50 MT 2835.07

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. 3.4 % of total mix including heating the

aggregate and asphalt by Batch 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.

44 Providing and laying 30 mm Bitumen concrete using crushed 245.80 MT 3663.27

stone aggregate BT chips as per required gradation and the

VG 30 grade asphalt at 54 kg/MT)by total weight of mix hot

laid process using hot mix plant including heating and mixing

asphalt & materials by hot mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete.

45 Providing and laying of 30 KN/m biaxial PP Geogrid to be 1687.50 Sqm 249.07

placed in between sub base course as per clause no

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.

46 Providing and applying priming coat with emulsion SS1 grade 3413.10 Sqm 60.81

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt

and preparing the surface heating and applying etc.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

47 Road marking with hot applied thermo plastic paints with 174.10 Sqm 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

48 Direction (Junction) Sign :-Providing and fixing sign boards 6.00 Each 26572.09

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

composite Panel); size 244x122 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; 4.0mtr long

(2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; 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

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

49 Cautionary Warning Sign :-Providing and fixing sign boards 6.00 Each 5077.27

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

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

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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

50 Facility Informatory Sign :-Providing and fixing sign boards 6.00 Each 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

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

51 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 Each 3666.30

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 Micro Prismatic

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

4956 and latest M.O.S.T.Specifications; 1.8mtr 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

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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

52 Regulatory / Mandatory Sign :-Providing and fixing sign 6.00 Nos. 4618.73

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 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

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

53 Chevron sign :-Providing and fixing sign boards made out of 50.00 Nos. 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm 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; 3.3 mtr long stand post of 75 x 75 x

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

fabricated from suitable size iron angle of 50 x 50 x 5mm;

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

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

originaa 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

54 STOP Sign :-Providing and fixing sign boards made out of 6.00 Nos. 7213.42

2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 cms Octagone 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

55 Standard Delineator: Providing and fixing of Standard Metal 58.00 Each 1027.17

Delineator consisting of minimum retro reflective unit exposed area

of 330 cm2 white color, full cube corner micro prismatic non-

metallic retro reflective sheeting on each side conforming with IRC

67 2012 and meeting the coefficient of retro reflection values as

per ASTM D 4956 Type XI table specification. The delineator shall

be painted with powder coat of minimum 40 microns thickness, on

top of which retro reflective sheeting shall be pasted on both sides.

The structure shall be manufactured in roll forming process and

shall have height not less than 800 mm above the ground, width

not less than 100 mm and shall extend not more than 300mm

below the ground while being installed. height of sheeting should

be minimum 150mm whereas width of sheeting should not be less

than 75mm (should be placed every alternative 15cm). The front

and back faces of the delineator should be curved with a radius of

not more than 200 mm and with delta angle (or central angle of

curve) lying between 20o and 30o, to increase the visibility of the

delineator for vehicles moving in continuous curves. The delineator

shall have grooves across the length to make the reflective sheets

vandal-proof. The delineator is meant for application on gaps in

median, traffic islands, dangerous bends, roundabouts, narrow

bridges etc. or as desired by site engineer

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

56 Solar Stud: Supplying of Solar Raised Pavement Markers made of 117.00 Each 2088.68

polycarbonate molded body with circular shape, solar powered,

LED self illumination in active mode, 360 degree illumination and

reflective panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens face in passive

mode. The marker shall support a load of 20000 kg tested in

accordance to ASTM D 4280. The marker should be resistant to

dust and water ingress according to IP 65 standards and should

withstand temperatures in the range of 0 C to 70 C. Color of

lighting could be provided in red or yellow (amber) as per

requirement and typical frequency of blinking is 1 Hz. There should

be current losses of less than 20 micro-amperes at 2.4 V in sleep-

charging mode to enhance the life of the marker and a full charge

should provide for a minimum autonomy of 50 hours. The height,

width and length of the marker shall not be less than 10 mm x

mm x 100 mm. Also, the surface diameter of the marker shall not

be less than 100 mm respectively. The weight of the marker shall

not exceed 0.5 Kilograms. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturer’s recommendation and

complete as directed by the engineer in charge

57 Tree Guard sign :-Providing & fixing sign board made out of 6.00 Each 531.26

2mm aluminium sheet / 3mm ACP (Aluminum composite

Panel) , size 30cms diameter circle, pretreated with

phospheting process and acid etching, painted with one coat

of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications. 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

58 Providing and fixing hectometer as per I.R.C. type design 6.00 Nos. 356.50

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

59 Providing and fixing ordinary Kilometer stone of precast C.C. 1.00 Each 1290.57

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including letter and paints etc. complete

(For N.H., S.H. and M.D.R.)

60 Providing and erecting a "W" metal beam crash barrier 596.40 Rmt 7820.43

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 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 5 mm, 330 mm long complete as per clause

61 Providing and fixing pre-cast concrete kerb stone of gray 162.00 Rmt 380.20

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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

62 Cat Eye/ Road Stud / RPM: Supplying of Molded Twin 174.10 Each 326.23

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of providing total internal

reflection of the light entering the lens face and shall support

a load of 13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications 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 20 mm,

130 mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall be

+/- 5 degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2 mm

and height not less than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside, without nails and

using epoxy resin based adhesive as per manufacturer’s

recommendation and The color of the marker should be as

per the IRC 35-2015 and as directed by Engineer-in-charge.

Ten Crores Fifty Seven Lacs Sixty Three Thousand Five Hundred Forty Eight & Thirty Eight Paise Only.

I/We am/are willing to carry out the work at ….................................…% above/below percent (Should

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

Note 3-GST and Income tax TDS will be deducted at a source while making payments of bills

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

Note 5:-An amount of Rs. 1,45,600.00 ( Rs. One Lacs Forty Five Thousand Six Hundred 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 Divisional Account Executive Engineer

Vapi (R & B) Sub Division District (R & B) Division Valsad (R & B) Division

Vapi Valsad Valsad