TENDER FOR CONSTRUCTION OF ASPHALT ROAD, PAVER BLOCK, AND R.C.C TRIMIX ROAD AT VARIOUS AREA OF PARDI MUNICIPALITY, PARDI

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD, PAVER BLOCK ROAD AND R.C.C TRIMIX ROAD AT VARIOUS AREA

OF PARDI MUNICIPALITY, PARDI.

Fund Head : Swarnim Jayanti Mukhya Mantri Shaheri Vikas Yojna [S.J.M.M.S.V.Y] - Swarnim Jayanti Mukhya Mantri

Shaheri Sadak Yojna [ M.M.S.S.Y ]

Name of Work Total Amount

Name of Work Total Amount

Strengthening and Widening of Asphalt Road in Ward No. 02 from Old Highway Swadhyay Mandal Road to

Vallabh Ashram Girls School & Ward No. 06 from Bhidbhanjan Mahadev Temple to IIFL

2 Construction of Road from Jigneshbhai Pawar House to Om Sai General Store Sukhlav Road Rs.

Strengthening and Widening of Asphalt Road in Ward No. 01 & 02 from Circuit House to J.P Pardiwala Arts and

Commerce College

4 Strengthening of Asphalt Road in Ward No. 02 from Kiranbhai House to M. M. Motor Garage Rs.

Strengthening of Asphalt Road in Ward No. 02 from Police Station to Swadhyay Mandal Anganwadi and from

Chandrapur Primary School to Amithbhai Soni House and Chandrapur N.H.No.48 to Prathna Mandir

6 Construction of Paver Block Road in Ward No. 02, 04 & 07 Rs.

Construction of Paver Block Road from N..H.No.48 Damnizapa Water Cooler to Talav Ni Par and Kariyawad to

Shree Ganesh Yuvak Mandal

8 Construction of Paver Block Road in Ward No. 03 & 06 Various area Rs.

9 Construction of R.C.C. Trimix Road in Ward No. 06 from Pariya Road to Shailendrakumar House Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD IN WARD NO. 02 FROM OLD HIGHWAY

SWADHYAY MANDAL ROAD TO VALLABH ASHRAM GIRLS SCHOOL & WARD NO.06 FROM BHIDBHANJAN MAHADEV

TEMPLE TO IIFL FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 2288.00 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 road 521.00 104.04 Cum

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

directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including cost of fuel, 2082.00 4.94 Sqm

hire charges of roller etc. complete

4 Construction of Granular sub-base by providing well-graded material, spreading in 313.00 899.11 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 370.00 1113.02 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

6 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone aggregates as 471.00 3137.22 M.T.

per MORT&H gradation and bitumin grade VG-30 in mix at the rate of minimum 4.50%

or as per design mix, by total weight of mix for binder by batch hot laid process

including transporating the mix and spreaing the same by paver finisher an

consolidation by Vibratory Roller including providng an Oprating required batch mix

plant and machinary cost of Fuel, Ashphalt, oil, Lubricant & Labour Charges Etc.

7 Providing & Laying 30 mm Thick bituminous concrete with higher capacity batch type 295.00 3620.30 M.T.

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

VG - 30 ) binder @ 5.4 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 4095.00 33.38 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 213.00 367.72 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 861.00 375.72 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, 28.00 3880.10 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.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ROAD FROM JIGNESHBHAI PAWAR HOUSE TO OM SAI GENERAL STORE SUKHLAV

ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of serviceable 2420.00 48.21 Sqm

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

2 Box cutting the road surface to proper slope and camber for making a base for the road 1056.00 104.04 Cum

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

directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including cost of fuel, 3015.00 4.94 Sqm

hire charges of roller etc. complete

4 Construction of Granular sub-base by providing well-graded material, spreading in 567.00 899.11 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 566.00 1113.02 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

6 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone aggregates as 229.00 3137.22 M.T.

per MORT&H gradation and bitumin grade VG-30 in mix at the rate of minimum 4.50%

or as per design mix, by total weight of mix for binder by batch hot laid process

including transporating the mix and spreaing the same by paver finisher an

consolidation by Vibratory Roller including providng an Oprating required batch mix

plant and machinary cost of Fuel, Ashphalt, oil, Lubricant & Labour Charges Etc.

7 Providing & Laying 30 mm Thick bituminous concrete with higher capacity batch type 143.00 3620.30 M.T.

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

VG - 30 ) binder @ 5.4 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 3118.00 33.38 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 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm 1133.00 686.90 Sqm

thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as per guidlines of IRC :

SP 63-2018 etc. Complete.

10 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 120.00 367.72 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 402.00 375.72 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)

12 Renovation of manhole by increasing the height at top including cost of excavation, 24.00 3880.10 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.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD IN WARD NO. 01 & 02 FROM CIRCUIT HOUSE TO

J.P PARDIWALA ARTS & COMMERCE COLLEGE FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 2098.00 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 road 328.00 104.04 Cum

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

directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including cost of fuel, 1311.00 4.94 Sqm

hire charges of roller etc. complete

4 Construction of Granular sub-base by providing well-graded material, spreading in 197.00 899.11 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 131.00 1113.02 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

6 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone aggregates as 553.00 3137.22 M.T.

per MORT&H gradation and bitumin grade VG-30 in mix at the rate of minimum 4.50%

or as per design mix, by total weight of mix for binder by batch hot laid process including

transporating the mix and spreaing the same by paver finisher an consolidation by

Vibratory Roller including providng an Oprating required batch mix plant and machinary

cost of Fuel, Ashphalt, oil, Lubricant & Labour Charges Etc.

7 Providing & Laying 30 mm Thick bituminous concrete with higher capacity batch type 346.00 3620.30 M.T.

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

VG - 30 ) binder @ 5.4 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 4807.00 33.38 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 175.00 367.72 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 352.00 375.72 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, 35.00 3880.10 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.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK :- STRENGTHENING OF ASPHALT ROAD IN WARD NO. 02 FROM KIRANBHAI HOUSE TO M. M. MOTOR

GARAGE FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm. depth 4659.00 40.72 Sqm

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

2 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone aggregates as 536.00 3137.22 M.T.

per MORT&H gradation and bitumin grade VG-30 in mix at the rate of minimum 4.50%

or as per design mix, by total weight of mix for binder by batch hot laid process including

transporating the mix and spreaing the same by paver finisher an consolidation by

Vibratory Roller including providng an Oprating required batch mix plant and

machinary cost of Fuel, Ashphalt, oil, Lubricant & Labour Charges Etc.

3 Providing & Laying 30 mm Thick Bituminous concrete with higher capacity batch type 336.00 3620.30 M.T.

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

VG - 30 ) binder @ 5.4 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 MORTH Specification for Grdation Complete.

4 Providing and applying Asphalt painting on B.T. Surface with mechanical spreayer using 4659.00 33.38 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 184.00 367.72 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 615.00 375.72 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, 25.00 3880.10 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.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK :- STRENGTHENING OF ASPHALT ROAD IN WARD NO. 02 FROM POLICE STATION TO SWADHYAY MANDAL

ANGANWADI FROM CHANDRAPUR PRIMARY SCHOOL TO AMITBHAI SONI HOUSE AND CHANDRAPUR N.H.NO.48 TO

PRATHNA MANDIR FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 5113.00 40.72 Sqm

stacking useful materials on road side and disposing off remaining stuff

2 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone aggregates as 588.00 3137.22 M.T.

per MORT&H gradation and bitumin grade VG-30 in mix at the rate of minimum 4.50% or

as per design mix, by total weight of mix for binder by batch hot laid process including

transporating the mix and spreaing the same by paver finisher an consolidation by

Vibratory Roller including providng an Oprating required batch mix plant and machinary

cost of Fuel, Ashphalt, oil, Lubricant & Labour Charges Etc.

3 Providing & Laying 30 mm Thick Bituminous concrete with higher capacity batch type hot 369.00 3620.30 M.T.

mix plant using crushed aggregates of specified grading, premixed with bituminous ( VG -

30 ) binder @ 5.4 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 MORTH Specification for Grdation Complete.

4 Providing and applying Asphalt painting on B.T. Surface with mechanical spreayer using 5113.00 33.38 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 254.00 367.72 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 1017.00 375.72 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, 17.00 3880.10 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.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 02, 04 & 07 FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 3602.00 48.21 Cum

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

2 Box cutting the road surface to proper slope and camber for making a base for the 541.00 104.04 Cum

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

slope as directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including cost of 3602.00 4.94 Cum

fuel, hire charges of roller etc. complete

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix 541.00 1113.02 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.

5 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 3602.00 686.90 Sqm

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

6 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1749.00 23.68 Rmt

including neat cement finishing watering etc. complete.

7 Renovation of manhole by increasing/decreasing the height at top including cost of 58.00 3880.10 No.

excavation, 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 Brickwork/RCC 1:2:4 partition walls with

required reinforcement 25cm thick and circular opening with 500mm clear dia and

Total Amount Rs.

Total Amount Rs.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD FROM N.H.NO.48 DAMNIZAPA WATER COOLER TO TALAV NI

PAR AND KARIYAWAD TO SHREE GANESH YUVAK MANDAL FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 2526.00 48.21 Cum

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

2 Demolition including stacking of serviceable materilas and disposal of unserviceable 176.00 1057.85 Cum

materials with all lead and lift.

(i) R.C.C. work

3 Box cutting the road surface to proper slope and camber for making a base for the 316.00 104.04 Cum

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

slope as directed upto 50 mt lead.

4 Consolidation of surface dresing in One Coat With Power Roller including cost of fuel, 2526.00 4.94 Cum

hire charges of roller etc. complete

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix 450.00 1113.02 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

6 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 3228.00 772.65 Sqm

100mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

7 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1487.00 23.68 Rmt

including neat cement finishing watering etc. complete.

8 Renovation of manhole by increasing/decreasing the height at top including cost of 39.00 3880.10 No.

excavation, 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 Brickwork/RCC 1:2:4 partition walls with required

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

9 Considering credit value of old paver block at 50% of new paver block M.250 60mm -847.0 190.45 Sqm (1,61,307.42)

Thick including all lead and lift.

Total Amount Rs.

Total Amount Rs.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 03 & 06 AT VARIOUS AREAS

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 3397.00 48.21 Cum

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

2 Box cutting the road surface to proper slope and camber for making a base for the 569.00 104.04 Cum

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

slope as directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including cost of 3162.00 4.94 Cum

fuel, hire charges of roller etc. complete

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix 569.00 1113.02 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 fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 3791.00 686.90 Sqm

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

6 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1812.00 23.68 Rmt

including neat cement finishing watering etc. complete.

7 Renovation of manhole by increasing/decreasing the height at top including cost of 37.00 3880.10 No.

excavation, 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 Brickwork/RCC 1:2:4 partition walls with

required reinforcement 25cm thick and circular opening with 500mm clear dia and

8 Considering credit value of old paver block at 50% of new paver block M..250 60mm -1336.0 190.45 Sqm (2,54,435.32)

Thick including all lead and lift.

Total Amount Rs.

Total Amount Rs.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF R.C.C. TRIMIX ROAD IN WARD NO.06 FROM BHESLAPAD PARIYA ROAD TO

SHAILENDRAKUMAR HOUSE FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Box cutting the road surface to proper slope and camber for making a base for the road 696.00 104.04 Cum

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

directed upto 50 mt lead.

2 Consolidation of surface dressing in one coat with power roller including cost of fuel, hire 1988.00 4.94 Sqm

charges of roller etc.complete.

3 Construction of Granular sub-base by providing well-graded material, spreading in 299.00 899.11 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 macadam 199.00 1113.02 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.

5 Providing laying controlled cement concrete M-15 work with curing complete including 150.00 3894.07 Cum

the cost of form work and excluding the rate of reinforcment for reinforced concrete

(A) Foundation, footing, Base of columns and Mass Concrete

6 Providing TMT FE -500D bar reinforcement for R.C.C. work including bending binding 9940.00 76.21 Kg

and placing in position complete.

7 Providing and laying concrete floor Vacuum Dewatering System for concrete road 299.00 4551.06 Cum

popularly known as TREMIX flooring. The concrete having proportion of M-25 Grade shall

be laid over the surface which have been perfectly prepared, lined & levelled with

compactor machine. The concrete shall be spread and vibrated with a pocker vibrator,

then levelled with double beam screeder for precision levelling of the concrete surface.

The excess water shall be removed by vacuume dewatering and through honey comb

filter cloth placed on the concrete surface & sealed around the edges with a covering of

top mat of required size. The excess water shall be drawn out through a suction pipe. The

surface then would be trowelled with power troweller/ power floter with a smoothing

disc for extremely hard & impermeable surface, including necessary groovings etc at

regular interval, for the purpose of providing expansion joint as specified, and filling the

joints with bitumen of approvrd grade and adding 'polyster fibre of tri angular cross

section having tensile strength of 4000 to 6000 kg/cm2 like Recorn 3S or equi @ 909 gm

per cum and preparing brush The flooring shall be cured for min. 7 days. In this process

the specification by the Manufacturer/ Technology supplier would be followed. The top

surface of the road shall be made rough by wire brushing.

8 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone 15.00 3683.34 Cum

aggregates 20 m.m. nominal size) and curing complete including cost of form work &

reinforcement for reinforced cement concrete in:

(A) Foundation and plinth.

9 Renovation of manhole by increasing the height at top including cost of excavation, 20.00 3880.10 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.

Add : 18% G.S.T Rs.

Add : 3% Contigency Charges Rs.

Grand Total Amount Rs.

Grand Total Amount Rs.