CONSTRUCTION OF PAVER BLOCK ROAD, ASPHALT ROAD, STORM WATER DRAIN, GARDEN, SHED, WTP RENOVATION, FLOOD GATE AND SOLAR SYSTEM WORK AT VARIOUS LOCATIONS FOR PARDI MUNICIPALITY, PARDI

NAME OF WORK :- CONSTRUCTION OF PAVER BLOCK ROAD, ASPHALT ROAD, STORM WATER DRAIN, GARDEN, SHED, WTP

RENOVATION, FLOOD GATE AND SOLAR SYSTEM WORK AT VARIOUS LOCATIONS FOR PARDI MUNICIPALITY, PARDI

RECAPITULATION SHEET

Name of Work Total Amount

Name of Work Total Amount

1 Resurfacing of Asphalt Road in Ward No.05 Kaharwad Ganpati Mandap to Mohandayal N.H.No.48 Rs.

2 Resurfacing of Asphalt Road in Ward No.01 Nilaknth Society and Internal Road Rs.

3 Resurfacing of Asphalt Road in Ward No.02 from N.H.No.48 Laxmi Udhyan Garden to Khadchal Rs.

Resurfacing of Asphalt Road in Ward No.01 from N.H.No.48 Mehta Hospital to Jala Ashish Bunglow, Nutan Nagar

Main Road to Anganwadi & Pukhraj Bunglow

5 Resurfacing of Asphalt Road in Ward No.01 Towards Shanti Niketan Society and Opposite Library Road Rs.

6 Construction of Paver Block Road Behind Navjivan Park Kidzee School

Construction of Paver Block Road at Various Area Near Thakar Gas Agecny, Asifbhai Shop, Kgn Bakery, Jalaram

Nagar, Champiben House, Vandanaben House, Divya Raxawala House

Construction of Paver Block Road from Danti Faliya Sarifbhai House to Sabuna Mansion to Chival Road Ganpati

Construction of Paver Block Road in Ward No.02 at Valsadizapa Rajubhai House to Valsadizapa Temple, Opp.

9 Jalaram Temple, Hanuman Dungri Bismillah Park Nr. Akrambhai Chawl, Chandrapur nr. Jigneshbhai House, Rs.

Daulatnagar Moinbhai House to Asifbhai House, Malikbhai Garage to Sunrise School

Construction of Paver Block Road in Ward No. 06 Poniya Ahir Faliya Sukarbhai House to Sadguru Temple, Anil

10 Ganpat House to Satishbhai House, Nr. Dineshbhai House Shrinath Societym Shaileshbhai House to Dilipbhai House, Rs.

Mukeshbhai House to Sandipbhai House

11 Construction of Paver Block Road at Various Area of Honest Garage, Sagar Society, Brahmakumar Road Rs.

Construction of Paver Block Road in Ward No. 05 Laxmi Fertilizer Shop to Halpatiwas, Hare Krishna Society Road to

12 ManiVilla Apartment, B/h Vohra Masjid, Quest Internet to Bus Stand, Brass Factory to Harishbhai House, Kaharwad Rs.

to Rajnish Bhagat House

13 Resurfacing of Asphalt Road from Bhiladwala Bank to Banarasi Bhel Main Chival Road Rs.

14 Construction of Paver Block Road in Ward No. 02 from Swadhyay Mandal Gate to Unity Hall at both sides of road Rs.

15 Construction of Asphalt Road from Sulab Nagar Road to Royal King Building Rs.

16 Construction of Paver Block Road from Sisu mandir School Road to Maruti Residency Rs.

17 Construction of Storm Water Pipe Drain at from Mari Mata Temple to Stadium Road Box Culvert Rs.

18 Construction of Paver Block Road from Sulabh Nagar Road to Royal Complex Rs.

19 Construction of Asphalt Road in Ward No.05 from Akhil Mahila Hind Parishad to Masjid Rs.

20 Construction of Asphalt Road in Ward No.03 from ICICI Bank to Banglore Iyerngers Bakery Rs.

21 Construction of Paver Block Road in Ward No.04 from Old Bus Stand to Modi Street Well Rs.

Construction of Paver Block Road in Ward No. 07 at Various Area Near Situ House, Rajubhai House to Ramjibhai

House, Jayeshbhai House to Amarbhai House, Dungri Faliya Brahmev Temple Pushpaben House to Prakashbhai

House, Dungri Faliya Sunil Pattawala Gali to Hi Power Factory, Dungri Faliya Internal Gali, Sukhlav Road Road to

Vaghdevi Mata Temple, Jogmordi Service Road to Munnalal House & Ashramshala Near Anganwadi

23 Maintenance Work of Water Treatment Plant 02 Rs.

Construction of Paver Block Road in Ward No. 06 Poniya Railway Faliya Pravinbhai House to Naranbhai House,

24 Kantibhai House to Kikabhai Ahir House, Hingraj Mata Temple to Maheshbhai Ramubhai Patel House, Railway Faliya Rs.

Main Road to Rukhiben House and Gunvantbhai Bhandari House

25 Construction of Shed At Right Side of Auditorium Rs.

26 Construction of Storm Water Pipe Drain Near Supdi Lake Overflow Rs.

27 Construction of Storm Water Pipe Drain from Kiranbhai House to Thakorbhai House Rs.

28 Solar System at Sadguru Filter Plant Rs.

Name of Work Total Amount

Name of Work Total Amount

29 Construction of R.C.C Wall with Flood Gate at Supdi Rs.

30 Providing, Supplying and Installing of Street Light from Damnizapa RUB to Rudra Arcade Rs.

31 Renovation of Garden at Old Mamlatdar Office and Infront of Police Station Rs.

32 Construction of Paver Block Road and Thermoplast Patta and Cat Eye at Various Area Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK : RESURFACING OF ASPHALT ROAD IN WARD NO.05 KAHARWAD GANPATI MANDAP TO MOHANDAYAL

N.H.NO.48 FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 1521.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 76.01 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 168.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 88.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 1521.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 62.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 254.00 375.72 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)

NAME OF WORK :- RESURFACING OF ASPHALT ROAD IN WARD NO.01 NILKANTH SOCIETY AND INTERNAL ROAD FOR

PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 3015.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 150.74 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate 332.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 174.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 3015.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 133.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 548.00 375.72 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)

8 Renovation of manhole by increasing the height at top including cost of excavation, 28.00 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 :- RESURFACING OF ASPHALT ROAD IN WARD NO.01 FROM N.H.NO.48 LAXMI UDHYAN GARDEN TO

KHADCHAL FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 2932.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 146.58 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate 323.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 169.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 2932.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 140.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 562.00 375.72 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)

8 Renovation of manhole by increasing the height at top including cost of excavation, 29.00 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 :- RESURFACING OF ASPHALT ROAD IN WARD NO.01 FROM N.H.NO.48 MEHTA HOSPITAL TO JALA ASHISH

BUNGLOW, NUTAN NAGAR MAIN ROAD TO ANGANWADI AND PUKHRAJ BUNGLOW FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 2613.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 130.65 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 288.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 151.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 2613.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 54.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 222.00 375.72 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)

8 Renovation of manhole by increasing the height at top including cost of excavation, 27.00 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 :- RESURFACING OF ASPHALT ROAD IN WARD NO.01 TOWARDS SHANTI NIKETAN SOCIETY AND OPP.

LIBRARY ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 1401.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 70.05 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 155.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 81.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 1401.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 56.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 232.00 375.72 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)

8 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. ht.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD BEHIND NAVJIVAN PARK KIDZEE SCHOOL FOR PARDI

MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 392.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 59.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 392.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 204.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 5.00 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:- CONSTRUCTION OF PAVER BLOCK ROAD AT VARIOUS AREA NEAR THAKAR GAS AGENCY, ASIFBHAI

SHOP, KGN BAKERY, JALARAM NAGAR FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 1384.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 244.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 1622.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 596.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 11.00 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:- CONSTRUCTION OF PAVER BLOCK ROAD FROM DANTI FALIYA SARIFBHAI HOUSE TO SABUNA MANSION

TO CHIVAL ROAD GANPATI MANDAP FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 1188.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 179.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 1188.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 771.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 16.00 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:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO.02 AT VALSADIZPA RAJUBHAI HOUSE TO

VALSADIZAPA TEMPLE, OPP. JALARAM TEMPLE, HANUMAN DUNGRI BISMILLAH PARK NR.AKRAMBHAI CHAWL,

CHANDRAPUR NR.JIGNESHBHAI HOUSE, DAULATNAGAR MOINBHAI HOUSE TO ASIFBHAI HOUSE, MALIKBHAI GARAGE TO

SUNRISE SCHOOL FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 1078.00 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 423.00 104.04 Cum

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

slope as directed upto 50 mt lead.

3 Providing, laying, spreading and compacting graded stone aggregate to wet mix 762.00 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

4 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 3192.00 686.90 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.

5 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1466.00 23.68 Rmt

including neat cement finishing watering etc. complete.

6 Renovation of manhole by increasing the height at top including cost of excavation, 28.00 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:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 06 PONIYA AHIR FALIYA FOR PARDI

MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 2617.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 393.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 2617.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1145.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 23.00 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:- CONSTRUCTION OF PAVER BLOCK ROAD AT VARIOUS AREA OF HONEST GARAGE, SAGAR SOCIETY,

BRAHMAKUMAR ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 1469.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 221.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 1469.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 662.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 13.00 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:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 05 LAXMI FERTILIZER SHOP TO HALPATIWAS,

HARE KRISHNA SOCIETY ROAD TO MANIVILLA APT., B/H VOHRA MASJID, QUEST INTERNET TO BUS STAND, BRASS

FACTORY TO HARISHBHAI HOUSE, KAHARWAD TO RAJNISH BHAGAT HOUSE FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 3442.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 517.00 1083.73 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 3442.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1982.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 39.00 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 :- RESURFACING OF ASPHALT ROAD FROM BHILADWALA BANK TO BANARASI BHEL MAIN ROAD CHIVAL

ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 1206.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 60.30 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate 133.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 70.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 1206.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 58.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 234.00 375.72 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)

8 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. ht.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 02 FROM SWADHYAY MANDAL GATE TO UNITY

HALL AT BOTH SIDES OF ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 2800.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 420.00 1083.73 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 2800.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 3507.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 71.00 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.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD FROM SULAB NAGAR ROAD TO ROYAL KING BUILDING FOR PARDI

MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 1876.00 40.72 Sqm

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 work 48.00 104.04 Cum

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

3 Consolidation of surface dresiing in One Coat With Power Roller including cost of fuel, hire 158.00 4.94 Sqm

charges of roller etc. complete

4 Construction of Granular sub-base by providing well-graded material, spreading in uniform 239.00 898.90 Cum

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 24.00 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.

By Mechanical Means with 1 km lead

6 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as per 351.00 2652.44 M.T.

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

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.

7 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as per 234.00 3996.38 M.T.

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 batch 122.00 5338.72 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.

9 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 2033.00 51.85 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 103.00 367.72 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

ITEMS QTY RATE UNIT AMOUNT

11 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction high 420.00 375.72 No.

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)

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD FROM SISU MANDIR SCHOOL ROAD TO MARUTI RESIDENCY

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 1015.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 153.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 1015.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 304.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 7.00 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.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF STORM WATER PIPE DRAIN FROM MARI MATA TEMPLE TO STADIUM ROAD BOX

CULVERT FOR PARDI MUNICIPALITY, PARDI

ITEM DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for foundation up to 1.5 m depth including sorting out and stacking of useful 1132.00 117.08 Cum

materials and disposing of the excavated stuff up to 50 meter lead.

(A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking 967.00 162.56 Cum

of useful materials and disposing off the excavated stuff upto 50 Meter

(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 642.00 130.39 Cum

etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming

4 Filling in plinth with sand under floors including watering ramming, consolidating and 86.00 460.19 Cum

dressing complete

5 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick 86.00 2986.00 Cum

bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

6 Providing and Supplying ISI Standard RCC pipes in standard lengths of following class and 358.00 3637.01 Rmt

diameter suitable for either collar joints or rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking, etc.

7 Lowering, laying and jointing RCC pipes in C.M 1:1 1/2 of following diameters in proper 358.00 343.40 Rmt

position, grade and alignment at all level as directed by Engineer-in-charge including

conveyance from stores to site at work, labour, giving hydraulic testing as per ISI code.

8 Providing and constructing Sewer manholes, scraper manholes and unit house connection 25.00 12300.79 Each

chamber, as per the type design in brick masonry in C. M. 1:5 and inside and outside 20mm

thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.

fixing C. I. steps and fixing manhole frame and covers over manholes and house

connection chambers and fixing Manhole covers (but excluding supplying of manhole

covers) over scraper manhole etc. complete,

providing and fixing safety chain wherever necessary as per the stipulations in the type

design complete as per latest CPHEEO manual. (excl. excavation).

Manhole type "A" Circular type having inside diameter of 1200 mm for depth upto 1.5 m

9 Refilling the pipeline treches including ramming, watering, consolidating disposal of 728.00 22.22 No

surplus stuff as directed within a radius of 3 km.

10 Construction of Granular sub-base by providing well-graded material, spreading in 144.00 790.83 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

11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 144.00 1081.71 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

ITEM DESCRIPTION QTY. RATE PER AMOUNT

12 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm 623.00 686.90 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.

13 Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including 750.00 23.68 Rmt

neat cement finishing, watering etc. complete

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD FROM SULAB NAGAR ROAD TO ROYAL COMPLEX FOR PARDI

MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 2148.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 323.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 2148.00 686.90 Sqm

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

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

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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 687.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 14.00 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.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD IN WARD NO.05 FROM AKHIL MAHILA HIND PARISHAD TO MASJID

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 1559.00 40.73 Sqm

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

2 Providing and laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 77.92 2652.45 Cum

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.

3 Providing & Laying 50 mm thick compacted Bituminous Maccadam with B.T. aggregate as 172.00 3996.38 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.

4 Providing & Laying 25 mm Thick Semi Dense bituminous concrete with higher capacity 90.00 5338.72 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.

5 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer using 1559.00 51.86 Sqm

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

pneumetic roller and brushing etc. complete.

6 Road marking with Hot applied thermoplastic paints with reflectorising glass beads on 72.00 367.73 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.

7 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction 294.00 375.72 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)

8 Renovation of manhole by increasing the height at top including cost of excavation, 15.00 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 :- CONSTRUCTION OF ASPHALT ROAD IN WARD NO.03 FROM ICICI BANK TO BANGLORE IYENGERS

BAKERY FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE UNIT AMOUNT

1 Box cutting the road surface to proper slope and camber for making a base for the road 398.00 104.04 Cum

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

directed upto 50 mt lead.

2 Consolidation of surface dresiing in One Coat With Power Roller including cost of fuel, 1325.00 4.94 Sqm

hire charges of roller etc. complete

3 Construction of Granular sub-base by providing well-graded material, spreading in 199.00 898.90 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 199.00 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 laying Bituminous Grout 75 mm thick compacted with B.T. aggregate as 199.00 2652.44 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 146.00 3996.38 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 77.00 5338.72 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.

ITEMS QTY RATE UNIT AMOUNT

8 Providing and applying asphalt painting on B.T. Surface with mechanical spreayer 1325.00 51.85 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 53.00 367.72 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.

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 214.00 375.72 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)

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO.04 FROM OLD BUS STAND TO MODI STREET

WELL FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 807.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 122.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 807.00 686.90 Sqm

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

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

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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 309.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 6.00 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

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 07 AT VARIOUS AREA FOR PARDI MUNICIPALITY,

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 2870.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 431.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 2870.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1724.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of excavation, 33.00 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.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- MAINTENANCE WORK OF WATER TREATMENT PLANT

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Steel work welded in built up sections framed work including cutting hoisting fixing in 20754.00 59.59 Kg

position andapplying a priming coat of red lead paint and two coats of synthetic enemal

paint up to floor two level.

(A) In beams and joists,channels angles, pipes, tees, flats with connecting plates of angle

cleats as in main & cross beamnship & jack rafter, purlins connectet to common rafters

2 Filling in plinth with sand under floors including watering ramming, consolidating and 103.00 1441.90 Cum

dressing complete

3 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable 369.00 48.21 Sqm

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

4 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 29.00 187.71 Each

chowkhats architraves, holdfasts and other attachment etc. complete and stacking them

within all lead and lift. (i) Not exceeding 3 Sq.M. in area.

5 Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER 16.00 1146.37 Sqm

consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x

19mm for stiles and 15mm x 15 mm for top and bottom rails. M.S. frame shall have a coat

of steel primers of approved make and manufacture, M.S. frame shall be covered with

mm thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles, and 5mm thick

75mm wide PVC sheets for top rail, lock rail and bottom rail on either side, and 10mm

(5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail,

Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading on eighter

side, and joined together with solvent cement adhesive,. An

additional 5mm thick PVC strip of 20mm width is to be stculk on the interior side of the ‘c’

channel using PVC solvent cement adhesive etc. complete as per direction of Engineer in

6 Providing and fixing window having extruded aluminum Colour anodized section frame 31.00 1713.70 Sqm

main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track

member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of

size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of

0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc complete for window

7 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps 369.00 1073.13 Sqm

and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement.

8 Removing dry or oil bound distemper by a washing and scraping and sand papering the 1100.00 11.30 Sqm

wall surface smooth including necessary repairs to scratches complete.

9 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture 897.00 80.35 Sqm

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

10 Painting ( Two Coats ) with plastic emulsion paint of approved brand and manufacture 314.00 85.76 Sqm

and of required shade on ceilings and sloping roofs surface to give an even shade

including throughly brushing the surface free from mortar dropping and other foreign

matter and also including preparing the surface even and sand papered smooth.

ITEMS QTY RATE PER AMOUNT

11 Providing and supplying ISI mark CI D/F Sluice valves as per IS:14846 (Latest Edition) of 25.00 3598.63 No

following class and diameter including all taxes, insurance, transportation, greight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

PN-1 with hand wheel.cap operated (Alt-1 type long body)

12 Manufacture, Supply and delivery of cast iron Detachable joints (short & long) complete 20.00 1648.32 No

with joint flanges duly drilled, synthetic rubber sealing rings manufactured from styrene

butading rubber (SBR) and other required accessories such as nut bolts etc. conforming

to IS specification 8794-1088 or its latest revision if any suitable for use with A.C

pressure pipes, Delivery of joints including its accessories including loading, unloading,

carting, stacking, insurance, all taxes, octroi etc. complete

Long collar without ISI Mark (Class15)

13 Providing laying controlled cement concrete M-25 work with curing complete including 55.00 4724.78 No

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

(A) Foundations footings Base and mass concrete.

14 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet fixed with 320.00 1441.90 Sqm

hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 mm etc complete

as directed by Engineer in charge.

15 Providing and fixing on wall face C.I. Rain water pipe including filling the joints with spun 4.00 286.46 Sqm

yarn soaked in neat cement slurry and cement mortar 1:2 (1- Cement : 2-fine sand)

Total Amount Rs.

Total Amount Rs.

Add 10% Electrification Works Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 06 PONIYA RAILWAY FALIYA FOR PARDI

MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 2034.00 48.21 Cum

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

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 436.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 2906.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 1853.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 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.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF SHED AT RIGHT SIDE AUDITORIUM FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Steel work welded in built up sections framed work including cutting hoisting 31752.00 59.59 Kg

fixing in position andapplying a priming coat of red lead paint and two coats of

synthetic enemal paint up to floor two level.

(A) In beams and joists,channels angles, pipes, tees, flats with connecting plates of

angle cleats as in main & cross beamnship & jack rafter, purlins connectet to

common rafters and like

2 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet 653.00 1441.90 Sqm

fixed with hilti screw and rubber silicon sealer and alluminium strip of size 50 x

mm etc complete as directed by Engineer in charge.

3 Providing and fixing on wall face C.I. Rain water pipe including filling the joints 22.00 286.46 Sqm

with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1- Cement :

Total Amount Rs.

Total Amount Rs.

Add 5% Electrification/Fabrication Works Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF STORM WATER PIPE DRAIN NEAR SUPDI LAKE OVERFLOW

FOR PARDI MUNICIPALITY, PARDI

ITEM DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for foundation up to 1.5 m depth including sorting out and stacking of useful 537.00 117.08 Cum

materials and disposing of the excavated stuff up to 50 meter lead.

(A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of 438.00 162.56 Cum

useful materials and disposing off the excavated stuff upto 50 Meter

(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 315.00 130.39 Cum

in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and

4 Filling in plinth with sand under floors including watering ramming, consolidating and 39.00 460.19 Cum

dressing complete

5 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat 39.00 2986.00 Cum

aggregate 40mm normal size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

6 Providing and Supplying ISI Standard RCC pipes in standard lengths of following class and 162.00 3637.01 Rmt

diameter suitable for either collar joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking, etc.

7 Lowering, laying and jointing RCC pipes in C.M 1:1 1/2 of following diameters in proper 162.00 343.40 Rmt

position, grade and alignment at all level as directed by Engineer-in-charge including

conveyance from stores to site at work, labour, giving hydraulic testing as per ISI code.

8 Providing and constructing Sewer manholes, scraper manholes and unit house connection 15.00 12300.79 Each

chamber, as per the type design in brick masonry in C. M. 1:5 and inside and outside 20mm

thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.

fixing C. I. steps and fixing manhole frame and covers over manholes and house connection

chambers and fixing Manhole covers (but excluding supplying of manhole covers) over

scraper manhole etc. complete,

providing and fixing safety chain wherever necessary as per the stipulations in the type

design complete as per latest CPHEEO manual. (excl. excavation).

Manhole type "A" Circular type having inside diameter of 1200 mm for depth upto 1.5 m

6 Refilling the pipeline treches including ramming, watering, consolidating disposal of surplus 354.00 22.22 No

stuff as directed within a radius of 3 km.

7 Construction of Granular sub-base by providing well-graded material, spreading in uniform 65.00 790.83 Cum

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

8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 65.00 1081.71 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

ITEM DESCRIPTION QTY. RATE PER AMOUNT

9 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick 410.00 686.90 Sqm

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.

10 Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including 283.00 23.68 Rmt

neat cement finishing, watering etc. complete

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

NAME OF WORK :- CONSTRUCTION OF STORM WATER PIPE DRAIN NEAR PATEL BAKERY

FOR PARDI MUNICIPALITY, PARDI.

ITEM DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for foundation up to 1.5 m depth including sorting out and stacking of useful 891.00 117.08 Cum

materials and disposing of the excavated stuff up to 50 meter lead.

(A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of 662.00 162.56 Cum

useful materials and disposing off the excavated stuff upto 50 Meter

(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 198.00 130.39 Cum

in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and

4 Filling in plinth with sand under floors including watering ramming, consolidating and 70.00 460.19 Cum

dressing complete

5 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat 70.00 2986.00 Cum

aggregate 40mm normal size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

6 Providing and Supplying ISI Standard RCC pipes in standard lengths of following class and 245.00 3637.01 Rmt

diameter suitable for either collar joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking, etc.

7 Lowering, laying and jointing RCC pipes in C.M 1:1 1/2 of following diameters in proper 245.00 343.40 Rmt

position, grade and alignment at all level as directed by Engineer-in-charge including

conveyance from stores to site at work, labour, giving hydraulic testing as per ISI code.

8 Providing and constructing Sewer manholes, scraper manholes and unit house connection 18.00 12300.79 Each

chamber, as per the type design in brick masonry in C. M. 1:5 and inside and outside 20mm

thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.

fixing C. I. steps and fixing manhole frame and covers over manholes and house connection

chambers and fixing Manhole covers (but excluding supplying of manhole covers) over

scraper manhole etc. complete,

providing and fixing safety chain wherever necessary as per the stipulations in the type

design complete as per latest CPHEEO manual. (excl. excavation).

Manhole type "A" Circular type having inside diameter of 1200 mm for depth upto 1.5 m depth

6 Refilling the pipeline treches including ramming, watering, consolidating disposal of surplus 268.00 22.22 No

stuff as directed within a radius of 3 km.

7 Construction of Granular sub-base by providing well-graded material, spreading in uniform 117.00 790.83 Cum

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

8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 117.00 1081.71 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

ITEM DESCRIPTION QTY. RATE PER AMOUNT

9 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick 516.00 686.90 Sqm

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.

10 Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including 524.00 23.68 Rmt

neat cement finishing, watering etc. complete

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

NAME OF WORKS : CONSTRUCTION OF R.C.C PROTECTION WALL WITH FLOOD GATE FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY. RATE PER AMOUNT

1 Excavation for foundation up to 1.5 mt. Depth including sorting out and stacking of 230.00 117.08 Cumt

useful materials and desposing of the excavated stuff up to 50 meter lead.

(A) Loose or Soft Soil

2 Excavation for foundation depth from 1.5 mt. to 3.0 mt. including sorting out and 153.00 129.81 Cumt

stacking of useful materials and desposing of the excavated stuff up to 50 meter

(A) Loose or Soft Soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 142.00 130.39 Cumt

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering.

4 Filling in plinth with Sand under floors including watering, ramming, consolidating 15.00 460.19 Cumt

and dressing etc. complete.

5 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 hand 15.00 2,680.21 Cumt

broken stone aggregate 40 mm nominal size) and curing complete Including cost of

(A) Foundation and plinth

6 Providing and laying controlled cement concrete M-250 work with curing complete 68.00 4,435.92 Cumt

including the cost of form work and excluding the cost of reinforcement for

reinforced concrete work in.

Upto floor two level

(A) Foundations, footings, Base of columns and Mass concrete.

7 Providing and laying controlled cement concrete M-250 work with curing complete 144.00 6,278.16 Cumt

including the cost of form work and excluding the cost of reinforcement for

reinforced concrete work in.

Upto floor two level

(B) Walls, from top of foundation level upto floor two level

8 Providing and laying controlled cement concrete M-250 work with curing complete 2.00 5,962.03 Cumt

including the cost of form work and excluding the cost of reinforcement for

reinforced concrete work in.

Upto floor two level

9 Providing TMT Bar FE - 500/500D bar reinforcement for R.C.C. work including 25040.00 76.21 Kg

bending binding and placing in position complete. Up to Floor Two Level.

10 Providing and fixing PVC 110mm dia Pipe in water spots including curing and 39.00 159.37 No.

grouting etc. completed, as per drawings.

11 Steel work welded in built up sections framed work including cutting hoisting fixing 672.00 59.59 Kg

in position andapplying a priming coat of red lead paint and two coats of synthetic

enemal paint up to floor two level.

(A) In beams and joists,channels angles, pipes, tees, flats with connecting plates of

angle cleats as in main & cross beamnship & jack rafter, purlins connectet to

common rafters and like.

TOTAL AMOUNT ( IN RS )

TOTAL AMOUNT ( IN RS )

NAME OF WORK :- PROVIDING, SUPPLYING AND INSTALLING OF STREET LIGHT FROM DAMNIZAPA RUB TO RUDRA

ARCADE FOR PARDI MUNICIPALITY, PARDI

Item No. & Description Qty. Unit Rate Per Amount

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or

required depth for laying any size of cable or locating the fault all over the run

and back filling the same and making the surface as normal ground.

Total 350.00 Mtr. 62.62 Mtr.

(B) If additional machinery like hammer driller or JCB use [Add]

Total 150.00 Mtr. 297.95 Mtr.

Providing & laying approved make Double walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with necessary connecting accessories

of same material at required depth in existing trench for laying of cable. below

ground / road surface for enclosing cable

(A)50 mm outer dia

Total 350.00 Mtr. 62.62 Mtr.

Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 KV

grade to be erected as directed of following size.

(E) 3 core 2.5 Sq. mm

Total 350.00 Mtr. 136.35 Mtr.

Supplying and erecting LED street light / Flood light fittings with High power

White LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency

more than 130 lm/w and corrosion free High pressure die cast aluminum

housing with smooth finish powder coated and heat sink extruded aluminium

with diffuser and Polycarbonate optics/ lenses, with toughened glass with

company mark/name engraved or embossed 170 to 270 V,Power Factor more

than 0.70, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-

79 & LM-80 certificates)(NOTE: Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection.

(ii) above 48 to 70 Watts

Total 14.00 Nos. 4997.48 Ea.

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand

conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing

trench / pipe at road crossing or floor of following size of cables.

(A) 4 core 10 Sq. mm

Total 350.00 Mtr. 673.67 Mtr.

(B) 4 core 16 Sq. mm

Total 600.00 Mtr. 984.75 Mtr.

Item No. & Description Qty. Unit Rate Per Amount

providing and erecting Miniature circuit breaker single pole 0.5A to 2A system

and having breaking capacity 10 KA to be erected in existing box. confirming to

IS 8828/1996 with ISI Mark

Total 14.00 Nos. 270.68 Ea.

Pproviding and erecting Approved make Four pole moulded case circuit

breaker having breaking capacity ICU of 25 KA. at 415 V,having normal current

rating up to 25 A to 100A. with Fixed thermal & magnetic release suitable to

work on A.C. supply 50 c/s. with all internal connections, spreader tinned

copper & complete erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

Total 4.00 Nos. 6173.12 Ea.

Providing & erecting weather proof, dust & vermin proof, floor mounted front

operated indoor type cubical panel board necessary IP-42 and above

protection as per approval from engineer incharge made from 14 SWG thick

CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for internal

partitions with necessary accesories , supporting angles/ flats channel

including cutting, bending, drilling, welding, riveting with internal partitions &

cable alley as per requirements & instruction of engineer-in-charge with

supplied switch gears, BUSBARS, suitable size of inter connecting PVC copper

wire / copper-aluminium strips, rubber grommets, rib, bakelite control

fuses/MCB for measuring instruments, earth bus & earth bolts, foundation

flange - bolts-base Plates, sufficient nos. of hinged doors, handles with locking

arrangement and rubber gasket,heavy duty end terminal connection,danger

notice board,necessary ventilation,earthing strip complete. The Panel shall be

painted with epoxy powder coating.

(The rates excludes the cost of switchgears, bus bars, inter connecting mains &

Copper Aluminium strips, meters, Fuses etc. The dimension shall be measured

excluding base beams) The panel shall be supplied with following approved

manufacturers with following size

(B) The standard companies switch gear shall be used and only

manufacturers at CPRI approved factory

(i) with 350mm depth

Total 4.00 Sq.Mtr 17584.10 Sq.Mtr

Supplying & erecting earth pit of minimum bore dia.150mm size approved make

Earthing ElectrPARDI consisting Pipe-in-Pipe Technology as per IS 3043-1987

made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm

having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty

cover.(approved make OEM has to submit test certificate) & having back filling

compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 meter

testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form,

Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be

capable to retain moisture for long time Necessary test report must be

[B] For Electrical installation up to 11 KV located in other than normal soil i.e.

Soft Rock, Marshy Soil etc.

-Length of Pipe : 2 mtr

-Back filling Compound :1 no. Bag of 25 Kg.

Total 4.00 Nos. 7095.25 Ea.

Item No. & Description Qty. Unit Rate Per Amount

Supplying and erecting approved make Octagonal pole made from HR sheet

steel. The pole should be made as per IS. and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with

integral Junction box consist of terminal plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal

and arrangement for cable termination to be erected With Suitable foundation

(Included) as per details given by manufacturer considering site

requirement(E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness

with 225mmX225mmX16mm base plate, 4-M20 Bolts and 700mm long with

necessary G.I. J Bolts .Approx Pole weight 67 kg

Total 14.00 Nos. 11411.99 Ea.

Supplying and erecting street light pole bracket comprising main B Class GI pipe

of 4.2 cm/require outside dia. complete with suitable B Class GI sleeve tubing of

approx. 45cms.length and suitable for 76.5mm/80mm or require size pole top

having sufficient fastners for fixing the brackets and having suitable rise as per

site condition as directed and spread of 2 mtr.with suitable welded stiffener

reducer and with lock nut complete painted with one coat of Red oxide / PU

base primer and two coats of Aluminium / PU paint. Suitable for side entry

fitting brackets of following nos of arms.paint with following nos of arms.

[A] Single Arm Bracket 1.5 Mtr

Total 14.00 Nos. 683.77 Ea.

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including

excavation for the pole of size 70 x 70 x 150 cm. Deep in below ground level

with plinth of 45 cm x 45 cm(or 45 cm dia x 45 cm) high upper ground level

with necessary curing and finishing in approved manner.

( for 9 & 10 mtr pole)

Total 14.00 Ea. 1652.36 Ea.

Supplying & erecting approved make Digital time switch having lithium cell

years operative and operate battery backup 1 channel day clock with

memory programme, suitable to operate on 240V + 5%, 16A with, floating

contacts Minimum switching setup time 1 minimum & LCD display. Also

comprised permanent ON/OFF switching. Programming switches & housed in

fire proof thermoplastic enclosure & transparent cover erected as required with

necessary connection erected as directed.

Total 4.00 Nos. 3168.37 Nos.

Supplying & erecting power contactor ,AC3 duty for time switch complete

erected as per direction Cat III

[D] 4 pole 440V 40 Amp.

Total 4.00 Nos. 2782.55 Nos.

Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade

G.I. pipe with necessary coupling buch buried in specially prepared earth pit &

G.I. earth wire of 8 SWG erected & connected as directed

Total 14.00 Nos. 823.15 Nos.

Total Amount Rs. ..............

Total Amount Rs. ..............

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD AND THERMOPLAST PATTA AND CAT EYE AT VARIOUS AREA

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 266.00 104.04 Cum

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

slope as directed upto 50 mt lead.

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix 266.00 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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 1064.00 686.90 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.

4 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 :1 318.00 23.68 Rmt

including neat cement finishing watering etc. complete.

5 Road marking with Hot applied thermoplastic paints with reflectorising glass beads 1003.00 367.73 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.

6 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine 4029.00 375.72 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)

Total Amount Rs.

Total Amount Rs.