Resurfacing LHS Earthend Bund Ch.6600ft to 16600ft Road and Dismentalling Old D/s side brick masonary wall and Constructing New R.C.C Wall at Dantiwada Dam Of D.R.P.

It. No. specification and reference to book of Quantity Unit Amount in Rs.

specifications)

1 Clearing and grubbing road land including 1.30 Hector 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut

earlier and disposal of unserviceable

(C) By mechanical means in area of light

2 Dismantling of Flexible Pavements 630.00 Cu.M. 403.75

(Dismantling of flexible pavements and

disposal of dismantled materials up to a lead

of 1000 metres, stacking serviceable and

unserviceable materialsseparately) (II) By

Mechanical Means (B) A Bituminous course

3 Box cutting the road surface to proper slope 2671.00 Cu.M. 109.08

and 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.

4 Construction of granular sub-base by 970.00 Cu.M. 1194.83

providing well graded material, (Metal

mm to 53 mm 35%, B.T. Kapachi 25.60 mm

to 4.75 mm 45% & Coarse sand below

mm 20% }spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC,

and compacting with smooth wheel roller to

achieve the desired density, complete as

per Technical Specification Clause

Rate Analysis

5 Providing and laying W.B.M. of M.C. metal of 646.00 Cu.M. 2007.53

size 45 mm to 90 mm size including

Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to

100KN static weight.

100 mm thick compacted

6 Providing and laying W.B.M. of M.C. metal of 1262.00 Cu.M. 1820.24

size 45 mm to 63 mm size including

Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to

100KN static weight.

75 mm thick compacted each.

Description of Item (with brief

It. No. specification and reference to book of Quantity Unit Amount in Rs.

specifications)

7 Providing and laying bituminous grout base 1022.00 M.T. 2166.49

course 37.5 mm thick using asphalt Grade

VG-30 for tack coat at the rate of 4.0 Kg. /

10 Sq.Mt. on WBM surface and 2.50 Kg. /

10 Sq.Mt. on BT surface using B.T. stone

aggregates as per required gradation with

the asphalt of VG-30 grade at the rate of

1.99 % i.e. 19.90 Kg. / M.T. by weight by mix

including heating and mixing in drum mix

plant, transporting the mix spreading the

same by paver finisher and consolidation by

vibratory roller including cost of all materials,

fuel labours, tools and plant etc. using

contractors own drum mix plant etc.

8 Providing and laying 37.5 mm thick 977.00 M.T. 3065.37

bituminous macadam with B.T. Aggregates

as per M.O.R.T.& H gradation and Asphalt

@ 2.50 Kg / 10 Sq mt for tack coat on BT

surfae, asphalt grade VG-30 {60/70} for

mixing @ 35.00 Kg. / M.T. i.e. 3.5% by total

weight including heating the aggregates and

asphalt by continuous batching of drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory roller

80 to 100 KN static weight including

providing all materials, equipments, tools

and plant, oil, kerosene, firewood, labour

charges etc. comp. using contractor's own

machineries, drum mix plant and paver

finisher etc. complete.

9 Providing and laying 20mm thick Mixed seal 545.00 M.T. 3706.53

surfacing using stone chipping and

aggregates as per M.O.R.T.& H gradation

and bitumen grade VG-30 for mixing at the

rate of 51 Kg. / M.T. i.e. 5.1 % by total

weight of mix, including heating & mixing the

asphalt and aggregates by continuous

batching of drum mix plant and spreading

the same by paver finisher and consolidation

with vibratory roller and flushing sand @

0.30 Cu.M. / 100 Sq.Mt. including providing

all materials equipments, tools and plant, oil,

kerosene, firewood, labour charges etc.

comp. using contractor's own machineries,

drum mix and paver finisher etc. complete.

10 Providing and laying asphalt painting on BT 11842.50 Sq.Mt. 36.52

surface with Bitumen grade VG-30 at the

rate of 5 kh/10 sqm. By mechanical sprayer

and spreading the stone dust on prepared

surface at the rate of 0.03 Cum/ 10 Sqm.

Etc. complete and rolling with PTR roller and

brushing etc.complete.

Description of Item (with brief

It. No. specification and reference to book of Quantity Unit Amount in Rs.

specifications)

11 Providing hard side shoulder of 100 mm 94.00 Cu.M. 495.77

thick for embankment 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 depression which occur

during the process using vibratory roller of

having CBR value not less than 30.0)

12 Providing and fixing ordinary Kilometer stone 3.00 No. 853.31

of approved hard stone as per I.R.C. type

design in C.C. 1:4:8 including painting and

lettering etc. complete (For O.D.Road,V.R.)

13 Providing and fixing hectometer stone as per 12.00 No. 116.08

I.R.C. type design including painting,

lettering etc. complete.

(I) Fixing in earth

14 Road Marking with Hot applied thermoplastic 672.00 Sq.Mt. 367.72

paints with Reflectorising glass beads on

Bitumin surface. Providing & Laying a hot

applied Thermoplastic compound 2.5 mm

thick including refflectorising glass beads @

250 gms. Sqm. Area thickness of 2.5 mm is

excluding of Surface applied glass beads as

per IRC :35-2015. The finished surface to be

level , uniform and free from streaks and

holes Zebra patta / bump patta lane / center

line / edges/ Cut patta. The white colour

marking should provide leminance coefficient

on cermend road shallbe min.

mcd/m2/lux and Ashphalt road shall be

minimum 100 mcd/m2/lux during the service

life during the dry time. The marking should

should meet the performance criteria for

night time / reflectivity, wet reflectivitiy and

skid reasistance as mentioned in the section-

15 of IRC 35 - 2015. Warranty for Retro

Reflectivity Two Year

Description of Item (with brief

It. No. specification and reference to book of Quantity Unit Amount in Rs.

specifications)

15 Cat Eye / Road Stud / RPM: Supplying 741.00 No. 217.40

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

4280 Type H and complying to Specifications

of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð 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

35 +/- 5 degree. 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.

16 Dismentalling masonary in lime or cement & 295.45 Cmt 497.20

stacking of useful and unuseful material from

the dismentalled materials as directed under

detailed specification etc.comp. (a) Brick

17 Fixing 25 mm. dia. anchor bar as per 6220.00 RMT 197.00

drawing in foundation below bucket including

making ring at bottom and falling the holes

with C.M. 1:1 etc. complete. excluding cost

18 Providing and laying HYSD/TMT Fe- 70.00 MT 71366.00

415,500D steel bar reinforcement for R.C.C.

works and anchor bars with providing

binding wires including cutting, bending,

welding, binding in position, hooking, placing

in position with all leads & lifts etc. complete.

19 Providing and laying RCC 1:1.5:3 grade by 863.00 Cu.M. 5101.40

using cement, sand and crushed metal for

different items like copping work ,piercap

,abutment cap, Wearing coat,Skin

concrete,Solid slab upto 60 cm. thick ,Barrel

of canal syphons ,barrel of R.C.C. through,

& beams for foundation and super

structureasper approveddesign incl.

providing necessary centering, shuttering

and formwork, vibrating, smooth

finishing,watering and curingas directed with

all leads and lifts etc. comp.

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

BILL OF QUANTITY

Resurfacing LHS Earthend Bund Ch.6600' to 16600' Road and Dismentalling Old D/s side brick masonary wall and

Constructing New R.C.C Wall at Dantiwada Dam Of D.R.P.

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

1 Clearing and grubbing road land including 1.30 1.30 Hector 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut

earlier and disposal of unserviceable

(C) By mechanical means in area of light

{SOR. It. Code. 26117C P. No.213}

2 Dismantling of Flexible Pavements 630.00 630.00 Cu.M. 403.75

(Dismantling of flexible pavements and

disposal of dismantled materials up to a lead

of 1000 metres, stacking serviceable and

unserviceable materialsseparately) (II) By

Mechanical Means (B) A Bituminous course

{NH Ahmedabad SOR 2023-24. Chapter-2

3 Box cutting the road surface to proper slope 2671.00 2671.00 Cu.M. 109.08

and 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.

{SOR. It. Code. 26008 P. No.177 }

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

4 Construction of granular sub-base by 970.00 970.00 Cu.M. 1194.83

providing well graded material, (Metal

mm to 53 mm 35%, B.T. Kapachi 25.60 mm

to 4.75 mm 45% & Coarse sand below

mm 20% }spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC,

and compacting with smooth wheel roller to

achieve the desired density, complete as

per Technical Specification Clause

Rate Analysis

5 Providing and laying W.B.M. of M.C. metal of 646.00 646.00 Cu.M. 2007.53

size 45 mm to 90 mm size including

Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to

100KN static weight.

100 mm thick compacted

6 Rate Analysis

Providing and laying W.B.M. of M.C. metal of 1262.00 1262.00 Cu.M. 1820.24

size 45 mm to 63 mm size including

Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to

100KN static weight.

75 mm thick compacted each.

Rate Analysis

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

7 Providing and laying bituminous grout base 1022.00 1022.00 M.T. 2166.49

course 37.5 mm thick using asphalt Grade

VG-30 for tack coat at the rate of 4.0 Kg. /

Sq.Mt. on WBM surface and 2.50 Kg. /

Sq.Mt. on BT surface using B.T. stone

aggregates as per required gradation with

the asphalt of VG-30 grade at the rate of

1.99 % i.e. 19.90 Kg. / M.T. by weight by mix

including heating and mixing in drum mix

plant, transporting the mix spreading the

same by paver finisher and consolidation by

vibratory roller including cost of all materials,

fuel labours, tools and plant etc. using

contractors own drum mix plant etc.

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

8 Providing and laying 37.5 mm thick 977.00 977.00 M.T. 3065.37

bituminous macadam with B.T. Aggregates

as per M.O.R.T.& H gradation and Asphalt

@ 2.50 Kg / 10 Sq mt for tack coat on BT

surfae, asphalt grade VG-30 {60/70} for

mixing @ 35.00 Kg. / M.T. i.e. 3.5% by total

weight including heating the aggregates and

asphalt by continuous batching of drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory roller

80 to 100 KN static weight including

providing all materials, equipments, tools

and plant, oil, kerosene, firewood, labour

charges etc. comp. using contractor's own

machineries, drum mix plant and paver

finisher etc. complete.

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

9 Providing and laying 20mm thick Mixed seal 545.00 545.00 M.T. 3706.53

surfacing using stone chipping and

aggregates as per M.O.R.T.& H gradation

and bitumen grade VG-30 for mixing at the

rate of 51 Kg. / M.T. i.e. 5.1 % by total weight

of mix, including heating & mixing the

asphalt and aggregates by continuous

batching of drum mix plant and spreading

the same by paver finisher and consolidation

with vibratory roller and flushing sand @

0.30 Cu.M. / 100 Sq.Mt. including providing

all materials equipments, tools and plant, oil,

kerosene, firewood, labour charges etc.

comp. using contractor's own machineries,

drum mix and paver finisher etc. complete.

10 Providing and laying asphalt painting on BT 11842.50 11842.50 Sq.Mt. 36.52

surface with Bitumen grade VG-30 at the

rate of 5 kh/10 sqm. By mechanical sprayer

and spreading the stone dust on prepared

surface at the rate of 0.03 Cum/ 10 Sqm.

Etc. complete and rolling with PTR roller and

brushing etc.complete. {R.A}

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

11 Providing hard side shoulder of 100 mm 94.00 94.00 Cu.M. 495.77

thick for embankment 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 depression which occur

during the process using vibratory roller of

having CBR value not less than 30.0)

Rate Analysis

12 Providing and fixing ordinary Kilometer stone 3.00 3.00 No. 853.31

of approved hard stone as per I.R.C. type

design in C.C. 1:4:8 including painting and

lettering etc. complete (For O.D.Road,V.R.)

{SOR P. No. 183 It. Code. 26051}

13 Providing and fixing hectometer stone as per 12.00 12.00 No. 116.08

I.R.C. type design including painting,

lettering etc. complete.

(I) Fixing in earth

{SOR P. No. 182 It. Code. 26044A}

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

14 Road Marking with Hot applied thermoplastic 672.00 672.00 Sq.Mt. 367.72

paints with Reflectorising glass beads on

Bitumin surface. Providing & Laying a hot

applied Thermoplastic compound 2.5 mm

thick including refflectorising glass beads @

250 gms. Sqm. Area thickness of 2.5 mm is

excluding of Surface applied glass beads as

per IRC :35-2015. The finished surface to be

level , uniform and free from streaks and

holes Zebra patta / bump patta lane / center

line / edges/ Cut patta. The white colour

marking should provide leminance

coefficient on cermend road shallbe min.

mcd/m2/lux and Ashphalt road shall be

minimum 100 mcd/m2/lux during the service

life during the dry time. The marking should

should meet the performance criteria for

night time / reflectivity, wet reflectivitiy and

skid reasistance as mentioned in the section-

15 of IRC 35 - 2015. Warranty for Retro

Reflectivity Two Year

{SOR. It. No. 26161 P. No. 220}

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

15 Cat Eye / Road Stud / RPM: Supplying 741.00 741.00 No. 217.40

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

4280 Type H and complying to

Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt

11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of

Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. 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.

{SOR. It. No. 26162 P. No. 220}

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

16 Dismentalling masonary in lime or cement & 295.45 295.45 Cmt 497.20

stacking of useful and unuseful material from

the dismentalled materials as directed under

detailed specification etc.comp. (a) Brick

{NG SOR 2024-25 ch.7 IT.NO.2(a) }

17 Fixing 25 mm. dia. anchor bar as per 6220.00 6220.00 RMT 197.00

drawing in foundation below bucket includirrg

making ring at bottom and falling the holes

with C.M. 1:1 etc. complete. excluding cost

of steel. {NG

SOR 2024-25 ch.2 IT.NO.6 }

18 Providing and laying HYSD/TMT Fe- 70.00 70.00 MT 71366.00

415,500D steel bar reinforcement for R.C.C.

works and anchor bars with providing binding

wires including cutting, bending, welding,

binding in position, hooking, placing in

position with all leads & lifts etc. complete.

{SOR, SSC-2 -2024-25, Ch. 4, Page No.14,

Item No. 18 (c)}

Description of Item (with brief

Total Rate in

It. No. specification and reference to book of Road CC Wall Unit Amount in Rs.

Quantity Rs.

specifications)

19 Providing and laying RCC 1:1.5:3 grade by 863.00 863.00 Cu.M. 5101.40

using cement, sand and crushed metal for

different items like copping work ,piercap

,abutment cap, Wearing coat,Skin

concrete,Solid slab upto 60 cm. thick ,Barrel

of canal syphons ,barrel of R.C.C. through,

& beams for foundation and super

structureasper approveddesign incl.

providing necessary centering, shuttering

and formwork, vibrating, smooth

finishing,watering and curingas directed with

all leads and lifts etc. comp.

{SOR, SSC-2 -2024-25, Ch. 5, Page No.21,

Item No. 4}

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division