Bridge Works

Name of Work :: Mahisa Chetarsumba Ozarala Road (MDR)

Construction of Slab Drain at Km. 1/200 to 1/300 Dist.Kheda

BILL OF QUANTITIES

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[1] Dismentaling the existing structure including removing and 750.000 Cum 886.050

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

[2] Excavation for foundation in sand, gravel, clay soft soils and 1295.000 Cum 486.770

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for

[3] Excavation in large boulders and soft rock by welding 2369.000 Cum 682.440

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

[4] Providing and filling in foundation with controlled cement 220.000 Cum 3637.070

concrete M-150 Mix and providing necessary vertical pin

headers including formwork,ramming and curing complete.

[5] Providing and fixing mild steel dowel bars of minimum 32mm 36.000 Rmt 448.270

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

[6] Providing and casting in situ controlled cement concrete M- 2431.060 Cum 5014.740

200 for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete.(A) Height from 0.0 to 5.0 M.

(1) Piers (2) Abutment (3) RCC return

[7] Providing and placing in position FE 500D bar reinforcement 60.910 MT 73217.530

for following items including cutting bending hooking and

tying complete as per detailed drawing.For well :- curb,

staining, cap and RCC Raft.

[8] Providing an casting in situ Controlled cement concrete M- 442.000 Cum 4347.960

250 mix for R.C.C. works in pier cap abutment cap and dirt

wall including controlled cement concrete M-250 Bed block

or pedestals of required size below bearings as per detailed

drawings centering, shutting, scaffoldiring, wherever

necessary, laying vibrating curing and finishing complete.

[9] Providing and casting in situ controlled cement concrete M- 127.600 Cum 5423.040

300 for R.C.C. solid slab including centering, scaffolding,

curing and finishing complete.

[10] Providing and laying controlled cement concrete M-300 for 24.920 Cum 4494.520

RCC crash barrier including curing and finishing complete.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[11] Providing and laying rubble for appron (each stone weighting 187.000 Cum 1041.050

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

interestices with quarry-spalls.

[12] Providing and casting in situ Controlled cement concrete M- 164.400 Cum 3637.070

150 for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

[13] Providing and casting in situ controlled cement concrete M- 24.200 Cum 5547.180

400 for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete.

[14] Providing and casting in situ controlled cement concrete 196.000 Cum 5246.750

concrete M-300 for approach slab including formwork curing

and finishing complete.

[15] Providing and fixing in position Mild steel dowel bars in pier 18.000 Nos. 339.880

caps or abutment caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding

[16] Providing and fixing in position Mild steel dowel bars in pier 18.000 Nos. 396.270

caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding

[17] Providing and laying - Fitter Media 600mm thick directed at 632.000 Sqm 1180.340

the back of abutments, returns and wing walls as per

detailed specifications.

[18] Providing & laying weep hole in Aburtments, and returns by 632.000 Nos. 45.810

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

and jointing the completed as per detailed specification.

[19] Providing Pre-moulded asphalt filler joints as per 53.000 Sqm 702.120

drawings.(A) 12mm

[20] Provding P.V.C. 100 mm diameter water spouts including 12.000 Nos. 159.370

necessary iron gratings as per drawings.

[21] Providing and fixing tar paper bearing shall be provided 46.000 Sqm 101.000

between abutment / pier cap and RCC slab

[22] Wall painting (two coats) with plastic emulsion paint of 170.000 Sqm 119.420

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth. (Balck & White Strip)

[23] Earthwork for embankment including breaking clods, 1175.460 Cum 169.440

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 power roller 8T to 10T. (Including all

lead and lift) (Soil having CBR >10%)

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[24] Construction of Grannular sub base of 200 mm thick in by 87.000 Cum 1264.560

providing GSB Gr - I coarse graded material using B.T Metal

Below 2.36mm 20 % in uniform layer with motor grader on

prepared surface mxing by mix in place method with

vibratory roller to achive the desired density complete as per

[25] Construction of granular Sub base (GSB grade-III) by 84.750 Cum 1274.450

providing coarse graded material gravel using size 26.5 mm

to 4.75@ 75%, 2.36 mm and below @ 25% spreading in

uniform layers 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 complete as per Clause 401.2 Table 400.1.

[26] Providing & applying evenly priming coat with bitumen 423.750 Sqm 61.170

Emulsion (SS1) on prepared surface of granular base

including cleaning of road surface and sparying primer at the

rate of 7.50 Kg. / 10 Smt using using mechanical means.

[27] Providing & applying evenly Tack coat with Emulsion RS-1 on 412.500 Sqm 12.500

prepared surface of granular base including cleaning of road

surface and sparying primer at the rate of 2.50 Kg. / 10 Smt

using using mechanical means.

[28] Providing & laying 20mm thick premix seal surfacing using 18.980 MT 3297.940

specified graded machine crushed aggregates with VG-30

grade bitumen at the rate of 5.09 % i.e. 50.90 Kg/ M.T. by

weight mix including heating & mixing in drum mix plant

transporting the mix spreading the same by paver finisher

and consolidation by vibratory roller as per MORT&H

specification including cost of all materials fuel, labours, tools

and plant etc. comp. and flushind Stone Dust @ rate of

[29] Supplying and fixing reinforced concrete heavy duty non 80.000 Rmt 3246.190

pressure pipes with collars for culverts including setting and

jointing the pipes in cm 1:2 watering and laying (To level of

slope ) of I.S class NP-3 casted by vertically vibrated

technology of following internal diameters. in mm : 900 dia.

(For Diversion Purpose)

[30] Providing and filling in foundation with cement concrete M 24.100 Cum 3245.560

100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[31] Men at work (Heavy) sign :-Providing and fixing sign boards 2.000 Nos. 12211.910

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

composite Panel); size 120x90 cms. as per design of IRC - 67-

2012. Pre treated with phospheting process & acid eatching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with High Intensity

Prismatic Grade reto refiectivesheeting of Type - 4 as per

ASTM D- 4956 and latest M.O.S.T. Specifications; 3.6mtr long

stand post (2 nos.) 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 best

quality epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the instruction of

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

block of size 45 x 45 x 60 Cms. for each leg including

exavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting frome 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. (C) Class-C Type-11 Retro Reflective sheeting.

[32] Regulatory/Mandatory signs :Providing and fixing sign boards 8.000 Nos. 4618.730

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

composite Panel); size 60 cms. dia. circle as per design of IRC -

67-2012. Pre treated with phospheting process & acid

eatching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with High

Intensity Prismatic Grade reto refiectivesheeting of Type -

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 best

quality epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the instruction of

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

block of size 45 x 45 x 60 Cms. for each leg including

exavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting frome 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. (C) Class-C Type -11 Retro Reflective sheeting.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[33] Diversion Ahead Sign :-Providing and fixing sign boards made 4.000 Nos. 10671.660

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

composite Panel); size 180x60 cms. rectangular as per design

of IRC - 67-2012. Pre treated with phospheting process &

acid eatching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with High

Intensity Prismatic Grade reto refiectivesheeting of Type -

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

3.1mtr long stand post (2 nos.) 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 best

quality epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the instruction of

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

block of size 45 x 45 x 60 Cms. for each leg including

exavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting frome 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. (C) Class-C Type -11 Retro Reflective sheeting.

[34] Hazard Marker Sign :-Providing and fixing sign boards made 4.000 Nos. 3666.300

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

composite Panel); size 90x30 cms. rectangular as per design

of IRC - 67-2012. Pre treated with phospheting process &

acid eatching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with High

Intensity Prismatic Grade reto refiectivesheeting of Type -

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

mtr long stand post of iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

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

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

exavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting frome 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. (C) Class-C Type -11 Retro Reflective sheeting.

[35] Installation of a steel portable barricade with horizontal rail 12.000 Nos. 2821.940

300 mm wide, 2.5 m in length fitted on a 'A' frame made

with 45 x 45 x 5 mm angle iron section, 1.5 m in height,

horizontal rail painted (2 coats) with yellow and white

stripes, 150 mm in width at an angle of 450, 'A' frame

painted with 2 coats of yellow paint, complete as per

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[36] Clearing and grubbing road land including uprooting rank 0.060 Hecter 28393.000

vegetation, grass, bushes, shrubs, saplings and trees girth up

to 300 mm, removal of stumps of trees cut earlier and

disposal of unserviceable material. (C) By mechenical means

in area of light jungle.

[37] Box Cutting the road surface to proper slope and camber for 261.000 Cum 104.200

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto all lead and lift.

[38] Rolling of earthwork in layers with power roller including 738.000 Cum 13.400

filling in depressions which occur during the process

including watering of earthwork as directed.

[39] Collecting carting, stacking, spreading and levelling coarse 130.500 Sqm 39.620

sand in 150 mm thick compacted layer, including watering up

to OMC, rolling and consolidation by vibratory roller

etc.complete as directed (CBR not less than 10%)

[40] Providing and laying W.B.M of B.T.M.C metal of size 45 mm 84.000 Cum 1560.890

to 90 mm size including 0.27 Cu.m. stone screening &

Cu.m. stone dust as filler including, spreding, watering &

Consolidation by vibratory roller 80KN to 100KN static

weight. 100 mm thick compected.

[41] Providing and laying W.B.M of B.T.M.C metal of size 45 mm 121.500 Cum 1414.180

to 63 mm size including 0.27 Cu.m. stone screening &

Cu.m. stone dust as filler including, spreding, watering &

Consolidation by vibratory roller 80KN to 100KN static

weight. 75 mm thick compected.

[42] Providing and placing in position FE 500D bar reinforcement 2.340 MT 76214.600

for following items including cutting bending hooking and

tying complete.

[43] Providing Hard Side Solder of 100 mm thick for embankment 12.000 Cum 669.630

using quarry spall with all lead and lift and including watering

and rolling and consolidation of sub grade in layers at OMC

to required dry density including filling the depressions

which occur during the process using power roller 8T to 10T

(selected quarry spall having CBR value not less than 20.00)

[44] Supplying promoulded bituminous joint filler.(i) 12mm thick 6.480 Cum 553.790

[45] Supplying promoulded bituminous joint filler.(iii) 25mm thick 45.000 Cum 802.870

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[46] Extra for carrying out vaccum dewatering & power floater 750.000 Sqm 95.950

treatment in roads, pavements, floors well compacted,

mechanically vibrated with screed vibrator, finished to

required levels, floated with neat cement and power

trowelled to get desired smooth finish/broom foinish, over a

levelling course, including MS channel or box shuttering,

curing for 10 days with gunny bags etc complete. the size of

panel should be approximately 3.5*5 m or as directed by

engineer. the construction joints to be formed at every 5m

distance by grooving with mechanical saw within 48 hrs.

Groove/Sawed joints/longitudinal joints shall be made of

6mm width and 25 mm depth min (1/3 rd depth of the

pavement) as shown in the drawing. the rate shall be

inclusive of labour, making the grooves and machinery cost

[47] Cautionary Warning Sign :-Providing and fixing sign boards 2.000 Nos. 5077.270

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 ASTMD-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 for each 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

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[48] Place Identification Sign :-Providing and fixing sign boards 2.000 Nos. 14085.460

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

composite Panel); size 150x90 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 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 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

[49] Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 200.000 Rmt 3996.570

erecting a"Thrie" metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail, 85 cm above

road/ground level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground 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 space of channel section 150 x 75 x

mm, 546 mm long complete as per clause 811)

[50] Excavation for foundation upto 1.5 m depth including sorting 604.500 Cum 241.790

out and stacking of useful materials and disposing off the

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