CONSTRUCTION OF ASPHALT ROAD IN VARIOUS AREA AT DHARAMPUR MUNICIPALITY, DHARAMPUR

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD IN VARIOUS AREAS

FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

Name of Work INR Amount

Re-Carpeting from Gandhi Shirish Chowk to Gandhi Baug and Hegdevar Chowk and Laxminarayan Temple to

Kumshala School Road

2 Strengthening and Re-Carpeting in Valod Faliya and Kothi Faliya Rs.

3 Re-Carpeting from Tran Darwaja to Shirish Chowk Rs.

4 Re-Carpeting from Ambedkar Circle to Riddhi Siddhi Medical Store Rs.

5 Strengthening and Widening of Asphalt Road in Chaudhary Faliya and Kanji Faliya Rs.

6 Strengthening and Widening of Asphalt Road from Rajchandra Hospital to Nikhil Khambli House Rs.

Strengthening and Widening of Asphalt Road from Ramwadi Divabhai House to Dilip Vesta House and Mohangad

Road to Shiv Temple

8 Strengthening and Widening of Asphalt Road from Nagaria Laxmi Society to Naikiwad Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

Add : 18% G.S.T Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- RE-CARPETING FROM SHIRISH CHOWK TO GANDHIBAUG AND HEGDEVAR CHOWK AND RADHABA

SCHOOL TO ANAJ GODOWN FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 6468.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Providing & Laying 37.50mm thick compacted Bituminous Maccadam with B.T. 534.00 2674.36 M.T.

aggregate as per MORT&H specification and asphalt grade VG-10 for tack coat at

Kg/10 Sqmt with mechanical sprayer and bitumen grade VG -30 for mixing at the rate

34.0 Kg/M.T. i.e. 3.4% of total mix including heating the aggreagate and asphalt by

drum mix plant and spreading the same by censor paver finisher and cosolidation with

vibratory roller including providing all materials, equipments, tools, and plants, oil,

kerosene, fire wood, labour charges etc. complete.

3 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 372.00 3450.81 M.T.

batch type hot mix plant using crushed aggregates of specified grading, premixed with

bituminous ( VG - 30 ) binder @ 5.0 percent of mix and filler,transporting the hot mix to

work site, laying with a hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per MORT&H Specification for Grdation Complete.

4 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer 6468.00 36.16 Sqm

using bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth

wheeledand pneumetic roller and brushing etc. complete.

5 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 394.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm

thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm

is exclusive 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/edge line/cut patta. The white color marking should provide liminance coefficinet

on cement road shall be min 130mcd/m2/luc during the service life during the day

time. The marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

6 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 1578.00 375.72 No.

injuction high compressed molding with reflector made of MMC ( prismatic type of size

12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g with each unit for fixing.

(Engineer grade)

7 Renovation of manhole by increasing the height at top including cost of excavation, 44.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av.

NAME OF WORK :- STRENGTHENING AND RE-CARPETING IN VALOD FALIYA AND KOTHI FALIYA

FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 3948.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Dismentaling tiled of stone, paver floors laid in mortar including stacking of serviceable 894.00 49.22 Sqm

materilas and disposal of unserviceable materials with all lead and lift.

3 Box cutting the road surface to proper slope and camber for making a base for the road 224.00 104.04 Cum

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50 mt lead.

4 Construction of Granular sub-base by providing well-graded material, spreading in 135.00 899.12 Cum

uniform layers with motor grader on prepared surface, mixing by mix-in place method

with rotavator at OMC and compacting smooth wheel roller to achive the desired

density, complete in two layer as per Technical Specification Clause

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 90.00 1099.91 Cum

specification including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-

base / base course on well prepared surface and compacting with vibratory roller to

achieve the desired density in two layer.

By Mechanical Means with 1 km lead

6 Providing and laying Bituminous Grout 50 mm thick compacted with B.T. aggregate as 90.00 1894.69 MT

per M.O.R.T. & H. specification and asphalt Grade: 60/70 (VG-30) for tack coat @ 2.50 KG.

/ 10 Sq.m. with mechanical sprayer and asphalt for mixing @ 19.90 KG. / M.T. i.e. 1.99 %

of total weight of mix including heating and mixing asphalt and aggregate by continuous

batching drum mix plant and laying with paver finisher and consolidation with vibratory

roller, including cost of labour, materials and plant, fuel, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant and paver finisher etc.

7 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 533.00 2674.36 M.T.

per MORT&H specification and asphalt grade VG-10 for tack coat at 2.5 Kg/10 Sqmt with

mechanical sprayer and bitumen grade VG -30 for mixing at the rate 34.0 Kg/M.T. i.e.

3.4% of total mix including heating the aggreagate and asphalt by drum mix plant and

spreading the same by censor paver finisher and cosolidation with vibratory roller

including providing all materials, equipments, tools, and plants, oil, kerosene, fire wood,

labour charges etc. complete.

8 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 279.00 3450.81 M.T.

batch type hot mix plant using crushed aggregates of specified grading, premixed with

bituminous ( VG - 30 ) binder @ 5.0 percent of mix and filler,transporting the hot mix to

work site, laying with a hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MORT&H Specification for Grdation Complete.

9 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 4842.00 36.16 Sqm

bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth wheeledand

pneumetic roller and brushing etc. complete.

10 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 283.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm

thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is

exclusive 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/edge line/cut patta. The white color marking should provide liminance coefficinet on

cement road shall be min 130mcd/m2/luc during the service life during the day time.

The marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years

ITEMS QTY RATE UNIT AMOUNT

11 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 1142.00 375.72 No.

high compressed molding with reflector made of MMC ( prismatic type of size 12cm x

6cm x 2.5cm) provided with bituminous adhesive 100g with each unit for fixing.

(Engineer grade)

12 Renovation of manhole by increasing the height at top including cost of excavation, 55.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av. ht.

NAME OF WORK :- RE-CARPETING FROM TRAN DARWAJA GATE TO SHIRISH CHOWK

FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 6672.00 40.72 Sqm

stacking useful materials on road side and disposing off remaining stuff

2 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 551.00 2674.36 M.T.

per MORT&H specification and asphalt grade VG-10 for tack coat at 2.5 Kg/10 Sqmt with

mechanical sprayer and bitumen grade VG -30 for mixing at the rate 34.0 Kg/M.T. i.e. 3.4%

of total mix including heating the aggreagate and asphalt by drum mix plant and spreading

the same by censor paver finisher and cosolidation with vibratory roller including providing

all materials, equipments, tools, and plants, oil, kerosene, fire wood, labour charges etc.

3 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity batch 384.00 3450.81 M.T.

type hot mix plant using crushed aggregates of specified grading, premixed with bituminous

( VG - 30 ) binder @ 5.0 percent of mix and filler,transporting the hot mix to work site, laying

with a hydrostatic paver finisher with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MORT&H Specification for Grdation Complete.

4 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 6672.00 36.16 Sqm

bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth wheeledand

pneumetic roller and brushing etc. complete.

5 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 334.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm thick

including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive

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/edge line/cut

patta. The white color marking should provide liminance coefficinet on cement road shall be

min 130mcd/m2/luc during the service life during the day time. The marking should meet

the performance criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be

6 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 1338.00 375.72 No.

high compressed molding with reflector made of MMC ( prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g with each unit for fixing. (Engineer grade)

7 Renovation of manhole by increasing the height at top including cost of excavation, refitting 46.00 3407.74 No.

of C. I manhole frame and cover curing etc. complete incl. all carting and providing of

materials which is required for the purpose (except manhole frame and cover). For all type

manhole by providing RCC 1:2:4 Partition walls with required reinforcement 25cm thick and

circular opening with 500mm clear dia and 0.40mt. av. ht.

NAME OF WORK :- RE-CARPETING FROM AMBEDKAR CIRCLE TO RIDDHI SIDDHI MEDICAL STORE FOR DHARAMPUR

MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 6946.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 573.00 2674.36 M.T.

per MORT&H specification and asphalt grade VG-10 for tack coat at 2.5 Kg/10 Sqmt with

mechanical sprayer and bitumen grade VG -30 for mixing at the rate 34.0 Kg/M.T. i.e.

3.4% of total mix including heating the aggreagate and asphalt by drum mix plant and

spreading the same by censor paver finisher and cosolidation with vibratory roller

including providing all materials, equipments, tools, and plants, oil, kerosene, fire wood,

labour charges etc. complete

3 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 400.00 3450.81 M.T.

batch type hot mix plant using crushed aggregates of specified grading, premixed with

bituminous ( VG - 30 ) binder @ 5.0 percent of mix and filler,transporting the hot mix to

work site, laying with a hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MORT&H Specification for Grdation Complete.

4 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 6946.00 36.16 Sqm

bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth wheeledand

pneumetic roller and brushing etc. complete.

5 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 271.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm thick

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

exclusive 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/edge line/cut patta. The white color marking should provide liminance coefficinet on

cement road shall be min 130mcd/m2/luc during the service life during the day time. The

marking should meet the performance criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years

6 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 1083.00 375.72 No.

high compressed molding with reflector made of MMC ( prismatic type of size 12cm x 6cm

x 2.5cm) provided with bituminous adhesive 100g with each unit for fixing. (Engineer

7 Renovation of manhole by increasing the height at top including cost of excavation, 37.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av. ht.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD IN CHAUDHARY FALIYA AND KANJI FALIYA FOR

DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 5231.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Box cutting the road surface to proper slope and camber for making a base for the 79.00 104.04 Cum

road work including removing the excavated stuff and depositing on the road side

slope as directed upto 50 mt lead.

3 Construction of Granular sub-base by providing well-graded material, spreading in 45.00 899.12 Cum

uniform layers with motor grader on prepared surface, mixing by mix-in place

method with rotavator at OMC and compacting smooth wheel roller to achive the

desired density, complete in two layer as per Technical Specification Clause

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix 34.00 1099.91 Cum

macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform

layers with paver in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density in two layer.

By Mechanical Means with 1 km lead

5 Providing and laying Bituminous Grout 50 mm thick compacted with B.T. aggregate 23.00 1894.69 MT

as per M.O.R.T. & H. specification and asphalt Grade: 60/70 (VG-30) for tack coat @

2.50 KG. / 10 Sq.m. with mechanical sprayer and asphalt for mixing @ 19.90 KG. /

M.T. i.e. 1.99 % of total weight of mix including heating and mixing asphalt and

aggregate by continuous batching drum mix plant and laying with paver finisher and

consolidation with vibratory roller, including cost of labour, materials and plant, fuel,

oil, kerosene, labour charges etc. complete using contractor's own machinery drum

mix plant and paver finisher etc. complete.

6 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. 601.00 2674.36 M.T.

aggregate as per MORT&H specification and asphalt grade VG-10 for tack coat at

Kg/10 Sqmt with mechanical sprayer and bitumen grade VG -30 for mixing at the

rate 34.0 Kg/M.T. i.e. 3.4% of total mix including heating the aggreagate and asphalt

by drum mix plant and spreading the same by censor paver finisher and cosolidation

with vibratory roller including providing all materials, equipments, tools, and plants,

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

7 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher 314.00 3450.81 M.T.

capacity batch type hot mix plant using crushed aggregates of specified grading,

premixed with bituminous ( VG - 30 ) binder @ 5.0 percent of mix and

filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired compaction as per

MORT&H Specification for Grdation Complete.

8 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer 5456.00 36.16 Sqm

using bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth

wheeledand pneumetic roller and brushing etc. complete.

9 Road marking with Hot applied thermoplastic paints with reflectorising glass beads 334.00 367.72 Sqm

on bitumin surface providing and laying a Hot applied Thermoplastic compound

2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of

2.5mm is exclusive 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/edge line/cut patta. The white color marking should provide

liminance coefficinet on cement road shall be min 130mcd/m2/luc during the

service life during the day time. The marking should meet the performance criteria

for night time reflectivity, wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

ITEMS QTY RATE UNIT AMOUNT

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 1338.00 375.72 No.

injuction high compressed molding with reflector made of MMC ( prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g with each unit for

fixing. (Engineer grade)

11 Renovation of manhole by increasing the height at top including cost of excavation, 67.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD FROM RAJSHARAN SOCIETY TO NIKHIL KHAMBLI

HOUSE FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 3230.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Box cutting the road surface to proper slope and camber for making a base for road 323.00 104.04 Sqm

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead

3 Construction of Granular sub-base by providing well-graded material, spreading in 194.00 899.12 Cum

uniform layers with motor grader on prepared surface, mixing by mix-in place method

with rotavator at OMC and compacting smooth wheel roller to achive the desired

density, complete in two layer as per Technical Specification Clause

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix 130.00 1099.91 Cum

macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform

layers with paver in sub- base / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density in two layer.

By Mechanical Means with 1 km lead

5 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 453.00 1894.69 M.T

per M.O.R.T. & H. specification and asphalt Grade: 60/70 (VG-30) for tack coat @

KG. / 10 Sq.m. with mechanical sprayer and asphalt for mixing @ 19.90 KG. / M.T. i.e.

1.99 % of total weight of mix including heating and mixing asphalt and aggregate by

continuous batching drum mix plant and laying with paver finisher and consolidation

with vibratory roller, including cost of labour, materials and plant, fuel, oil, kerosene,

labour charges etc. complete using contractor's own machinery drum mix plant and

paver finisher etc. complete.

6 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate 498.00 2674.36 M.T.

as per MORT&H specification and asphalt grade VG-10 for tack coat at 2.5 Kg/10 Sqmt

with mechanical sprayer and bitumen grade VG -30 for mixing at the rate

Kg/M.T. i.e. 3.4% of total mix including heating the aggreagate and asphalt by drum

mix plant and spreading the same by censor paver finisher and cosolidation with

vibratory roller including providing all materials, equipments, tools, and plants, oil,

kerosene, fire wood, labour charges etc. complete.

7 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher 261.00 3450.81 M.T.

capacity batch type hot mix plant using crushed aggregates of specified grading,

premixed with bituminous ( VG - 30 ) binder @ 5.0 percent of mix and

filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired compaction as per

MORT&H Specification for Grdation Complete.

8 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer 4522.00 36.16 Sqm

using bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth

wheeledand pneumetic roller and brushing etc. complete.

9 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 194.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm

thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm

is exclusive 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/edge line/cut patta. The white color marking should provide liminance coefficinet

on cement road shall be min 130mcd/m2/luc during the service life during the day

time. The marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

ITEMS QTY RATE UNIT AMOUNT

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 648.00 375.72 No.

injuction high compressed molding with reflector made of MMC ( prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g with each unit for

fixing. (Engineer grade)

11 Renovation of manhole by increasing the height at top including cost of excavation, 12.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD FROM RAMWADI DIVABHAI HOUSE TO DILIP

VESTA HOUSE AND MOHANGADH ROAD TO SHIV TEMPLE FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 2130.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Box cutting the road surface to proper slope and camber for making a base for road 390.00 104.04 Sqm

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead

3 Construction of Granular sub-base by providing well-graded material, spreading in 223.00 899.12 Cum

uniform layers with motor grader on prepared surface, mixing by mix-in place method

with rotavator at OMC and compacting smooth wheel roller to achive the desired

density, complete in two layer as per Technical Specification Clause

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix 167.00 1099.91 Cum

macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform

layers with paver in sub- base / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density in two layer.

By Mechanical Means with 1 km lead

5 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 107.00 1894.69 M.T

per M.O.R.T. & H. specification and asphalt Grade: 60/70 (VG-30) for tack coat @

KG. / 10 Sq.m. with mechanical sprayer and asphalt for mixing @ 19.90 KG. / M.T. i.e.

1.99 % of total weight of mix including heating and mixing asphalt and aggregate by

continuous batching drum mix plant and laying with paver finisher and consolidation

with vibratory roller, including cost of labour, materials and plant, fuel, oil, kerosene,

labour charges etc. complete using contractor's own machinery drum mix plant and

paver finisher etc. complete.

6 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate 522.00 2674.36 M.T.

as per MORT&H specification and asphalt grade VG-10 for tack coat at 2.5 Kg/10 Sqmt

with mechanical sprayer and bitumen grade VG -30 for mixing at the rate 34.0 Kg/M.T.

i.e. 3.4% of total mix including heating the aggreagate and asphalt by drum mix plant

and spreading the same by censor paver finisher and cosolidation with vibratory roller

including providing all materials, equipments, tools, and plants, oil, kerosene, fire

wood, labour charges etc. complete.

7 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 273.00 3450.81 M.T.

batch type hot mix plant using crushed aggregates of specified grading, premixed with

bituminous ( VG - 30 ) binder @ 5.0 percent of mix and filler,transporting the hot mix

to work site, laying with a hydrostatic paver finisher with sensor control to the

required grade, level and alignment, rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction as per MORT&H Specification for

Grdation Complete.

8 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer 4740.00 36.16 Sqm

using bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth

wheeledand pneumetic roller and brushing etc. complete.

9 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 142.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm

thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm

is exclusive 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/edge line/cut patta. The white color marking should provide liminance coefficinet

on cement road shall be min 130mcd/m2/luc during the service life during the day

time. The marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

ITEMS QTY RATE UNIT AMOUNT

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 570.00 375.72 No.

injuction high compressed molding with reflector made of MMC ( prismatic type of size

12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g with each unit for fixing.

(Engineer grade)

11 Renovation of manhole by increasing the height at top including cost of excavation, 37.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD FROM NAGARIA LAXMI SOCIETY TO NAGARIA

NAIKIWAD FOR DHARAMPUR MUNICIPALITY, DHARAMPUR

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 3084.00 40.72 Sqm

including stacking useful materials on road side and disposing off remaining stuff

2 Box cutting the road surface to proper slope and camber for making a base for road 257.00 104.04 Sqm

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead

3 Construction of Granular sub-base by providing well-graded material, spreading in 155.00 899.12 Cum

uniform layers with motor grader on prepared surface, mixing by mix-in place method

with rotavator at OMC and compacting smooth wheel roller to achive the desired

density, complete in two layer as per Technical Specification Clause

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix 103.00 1099.91 Cum

macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform

layers with paver in sub- base / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density in two layer.

By Mechanical Means with 1 km lead

5 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 412.00 1894.69 M.T

per M.O.R.T. & H. specification and asphalt Grade: 60/70 (VG-30) for tack coat @ 2.50 KG.

/ 10 Sq.m. with mechanical sprayer and asphalt for mixing @ 19.90 KG. / M.T. i.e. 1.99 %

of total weight of mix including heating and mixing asphalt and aggregate by continuous

batching drum mix plant and laying with paver finisher and consolidation with vibratory

roller, including cost of labour, materials and plant, fuel, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant and paver finisher etc.

6 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate 453.00 2674.36 M.T.

as per MORT&H specification and asphalt grade VG-10 for tack coat at 2.5 Kg/10 Sqmt

with mechanical sprayer and bitumen grade VG -30 for mixing at the rate 34.0 Kg/M.T.

i.e. 3.4% of total mix including heating the aggreagate and asphalt by drum mix plant and

spreading the same by censor paver finisher and cosolidation with vibratory roller

including providing all materials, equipments, tools, and plants, oil, kerosene, fire wood,

labour charges etc. complete.

7 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 237.00 3450.81 M.T.

batch type hot mix plant using crushed aggregates of specified grading, premixed with

bituminous ( VG - 30 ) binder @ 5.0 percent of mix and filler,transporting the hot mix to

work site, laying with a hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per MORT&H Specification for Grdation Complete.

8 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 4112.00 36.16 Sqm

bitumen VG - 30 at the rate of 5.00 kg/10 Sqmt and rolling with smooth wheeledand

pneumetic roller and brushing etc. complete.

9 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 309.00 367.72 Sqm

bitumin surface providing and laying a Hot applied Thermoplastic compound 2.5mm

thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is

exclusive 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/edge line/cut patta. The white color marking should provide liminance coefficinet

on cement road shall be min 130mcd/m2/luc during the service life during the day

time. The marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

ITEMS QTY RATE UNIT AMOUNT

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 1236.00 375.72 No.

high compressed molding with reflector made of MMC ( prismatic type of size 12cm x

6cm x 2.5cm) provided with bituminous adhesive 100g with each unit for fixing.

(Engineer grade)

11 Renovation of manhole by increasing the height at top including cost of excavation, 42.00 3407.74 No.

refitting of C. I manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover). For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25cm thick and circular opening with 500mm clear dia and 0.40mt. av. ht.