Construction of Minor Bridge on Bhadi Kharod Kapodra Road joining to nh-8 (ch-0/00 to 10/800) at Sr no.1 ( km 7/7 to 7/8) & Sr no.2 (km 1/6 to 1/7) & Sr no.3 ( km 6/6 to 6/7) in Ta. Ankleshwar, Dist. Bharuch in the State of Gujarat.

NAME OF WORK :- CONSTRUCTION OF MINOR BRIDGE ON BHADI KHAROD KAPODRA ROAD JOINING

( KM 6/6 TO 6/7) IN TA. ANKLESHWAR, DIST. BHARUCH IN THE STATE OF GUJARAT.

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 1002.90 Cum. 886.05

and stacking the dismentelled materials as and where

directed. (A) R.C.C. work

2 Demolition of Brick work and stone masonry including 204.00 Cum. 536.09

stacking of serviceable materilas and disposal of

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

3 Clearing and grubbing road land including uprooting 0.60 Hect. 28393.04

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

4 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 3.0 M. 4220.90 Cum 486.77

(B) Depth from 3.0 to 6.0 M. 292.70 Cum 571.08

5 Providing & filling in foundation as base course with 666.50 Cum 3475.41

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

6 Providing and casting in situ controlled cement concrete

M-30 for R.C.C. box, Approach slab & Retaining Wing

wall as per drawings including centering huttering,

scaffolding where necessary, laying vibrating, curing

and finishing complete.

Height from 0 to 5 mt 1473.61 Cum 5105.55

Height from 5 to 10 mt 224.50 Cum 5408.55

7 Providing and laying rubble for apron (each stone 114.70 Cum 1041.05

weighing 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 968.00 each 82.57

by using P.V.C pipe of 100mm including laying in

proper grade and jointing the completed as per detailed

9 Providing and casting in situ controlled cement concrete 62.20 Cum 5374.21

of M 40 for 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

10 Providing and fixing in position Fe-550D TMT bar 192.70 MT 82181.58

reinforcement including cutting, bending, hooking,

tying and welding complete and including forming the

cage and lowering it in position.

11 Reinforced Cement Concrete Crash Barrier (Provision of 153.00 Rmt 7801.64

an Reinforced cement concrete crash barrier at the

edges of the road, approaches to bridge structures and

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

550D TMT reinforcement with FBEC 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).

12 Providing G.I. 100 mm. diameter water spouts 40.00 Each 536.03

including necessary iron gratings as per drawings.

13 Providing and laying Pitching on slopes laid over 300.00 Cum 1051.41

prepared filter media including boulder apron laid dry in

front of toe of embankment complete as per drawing

and Technical specifications

14 Providing and laying Filter material underneath pitching 149.62 Cum 877.69

in slopes complete as per drawing and Technical

15 Providing and laying - Fitter Media 600mm thick 1448.90 Sqm 1180.34

directed at the back of abutments, returns and wing

walls as per detailed specifications.

16 Providing fusion bonded Epoxy coating not less than 115.78 MT 10162.62

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

17 Providing fusion bonded Epoxy coating not less than 77.22 MT 7296.24

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

18 Filling available excavated earth/wethered rock in 3509.70 Cum 130.39

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

19 Providing Pre-moulded asphalt filler joints as per 27.40 Sqm 702.12

drawings.(A) 12mm

20 Box cutting the road surface to proper slope and 1119.00 Cu.m. 104.20

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

21 Picking of the bituminous surface using JCB excavator 912.00 Sqm 5.52

or by any mechanical means,clearing and removal of

loose and unsuitable materialnon the road surface

including cost of fuel,oil,lubricant,labour charges and

disposal of loose unsuitable materialnon the site to the

disposal site as directed by Engineer in charge.

22 Earth work for embankment having CBR not less than 662.30 Cu.m. 353.85

5% 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.

23 Back filling between returnwall shall be selected soil 1294.70 Cu.m. 445.41

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 With all lead & lift.

24 Construction of compacted coarsed granular subbase 1648.00 Cu.m 1249.63

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

,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

25 Providing and laying wet mix base course macadam 625.00 Cu.m 1144.47

250 mm in Two 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.

26 Providing and laying 50 mm thick compacted B.M.with 371.90 M.T. 2622.73

B.T. aggregate as per MORT&H specification and

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

with mechanical sprayer and bitumen grade 60/70 (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 drum mix plant and spreading the same by censor

paver finisher and consolidation with vibratory roller

including providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges etc.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

27 Providing and applying priming coat with emulsion SS1 3372.10 Sq.m 60.75

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

of asphalt and preparing the surface heating and

applying etc. complete.

28 Providing and Laying 25 mm thick Semi Dense 170.11 M.T. 3200.87

Bituminous Carpet with B.T. aggregate as per M.O.R.T.

& H. gradation and specification with on B.T. Surface

of grade ( VG-30 ) for mixing @ 50.00 Kg/M.T. i.e.

5.0% by weight of total mix including heating & mixing

the aggregate and asphalt by continuous batching of

drum mix plant and spreading the same by paver

finisher and consolidation with power roller, including

providing all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and paver

finisher etc. complete.

29 Construction of dry lean cement concrete Sub- base 408.00 Cu.m 2616.91

over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less than

Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller, finishing

30 Construction of un-reinforced, dowel jointed, plain 935.00 Cum 6571.06

cement concrete pavement with M-30 grade concrete

over a prepared sub base with cement coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed ina

batching and mixing plant as per approved mix design,

transported to site, laid with electronic sensor slip form

paver, spread, compacted and finished in a continuous

operation including provision of contraction,32 mm mild

steel dowel bars of grade S 240,12 mm deformed steel

tie bars of grade S 415,Separation Membrane of

impermeable plastic sheeting 125 micron thick

(including 5% Overlap),Plastic sheath,1.25 mm thick

for dowel bars, expansion, construction and longitudinal

joints, joint filler, separation membrane,sealant

primer,joint sealant, debonding strip,admixtures as

approved,curing compound, finishing to lines and

grades & including rubber sheet as per drawing asper

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

31 Road marking with hot applied thermo plastic paints 97.00 Sq.m 367.73

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick includlng reflectorsing glass

beads@ 250 gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC-35

2015. The finished surface to be level,uniform and free

from sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white color

marking should provide liminance coefficent on cement

road shall be min 130mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity,wet

reflectivity and skid resistnce as mentioned in the

section 15 of IRC35-2015. warrenty for retro

reflectivity shall be two years

32 Cautionary Warning Sign :-Providing and fixing sign 11.00 Each 3906.19

boards 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

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 Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

33 Hazard Marker Sign :-Providing and fixing sign boards 10.00 Each 3518.69

made 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

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

34 Regulatory / Mandatory Sign :-Providing and fixing sign 6.00 No 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

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 Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

35 Chevron sign :-Providing and fixing sign boards made 30.00 Each 3711.75

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 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

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

36 Providing and fixing hectometer as per I.R.C. type 2.00 Each 356.50

design including painting lettering etc. complete fixing

37 Providing and erecting a 'W' metal double beam crash 200.00 Rmt 5707.51

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 2 m center to center, 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 confirm to

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

the vertical post with a spacer of channel section 150 x

75 x 5 mm, 330 mm long complete as per clause

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

38 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 124.00 Each 326.23

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic 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 4280 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,

mm and 130 mm and with minimum reflective area of

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

be 35 +/- 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 manufacturers recommendation

and The color of the marker should be as per the IRC

35-2015 and as directed by Engineerin- charge.

39 Providing and casting in situ ordinary cement concrete 48.20 cu.m 4046.75

M-20 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

40 Construction of 200 mm thick compacted coarsed 177.00 cu.m 1065.13

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 26.5 mm to

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 Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

41 Diversion Ahead Sign :-Providing and fixing sign boards 4.00 NOS 9867.07

made 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

42 Supplying and fixing reinforced concrete heavy duty 152.50 Rmt 4466.26

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.

43 Scarifying gravelled macadam or bitumen macadam 550.00 Sqm 39.63

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

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-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 tender.

Note 5:-An amount of Rs.12,51,944.60 ( Rs. Twelve Lacs Fifty One Thousand Nine Hundred Fourty Four Only & Sixty Paisa Only )

towards estimated credit value of dismentaling shall be recovered from the R.A. Bill of this work irrespective of the quantity

actually received on site.

Deputy Executive Engineer Divisional Account Executive Engineer

Ankleshwar (R & B) Sub Division Bharuch (R & B) Division Bharuch (R & B) Division

Ankleshwar Bharuch Bharuch