CONSTRUCTION OF ASPHALT ROAD, PAVER BLOCK, BOX DRAIN, BOX CULVERT AND STREET LIGHT WORKS IN DIFFERENT AREA FOR PARDI MUNICIPALITY, PARDI

Name of Work : Construction of Asphalt Road, Paver Block Road, Box Drain, Box Culvert and Street

Light Work for Pardi Municipality, Pardi

Name of Work Total Amount

Name of Work Total Amount

1 Construction of Paver Block Road from Shaileshbhai House to Mohanbhai Ahir House ₹4,63,800.00

2 Construction of Two Cell Box Culvert at Nilkanth Society near Vatsalya School ₹18,75,500.00

3 Construction of Asphalt Road in Nutannagar Halpatiwas ₹20,76,600.00

4 Construction of Asphalt Road in Navjivan Society Internal Road ₹11,88,300.00

5 Construction of Box Drain in Ward No.01 from Pavan Book Store to ner ₹11,62,300.00

6 Construction of Paver Block Road in Nutannagar ₹9,86,400.00

7 Construction of Paver Block Road from Harishbhai House to Dhirubhai House ₹7,40,800.00

8 Construction of Asphalt Road in Nilkanth Society (Padardevi Mata Temple) ₹7,57,700.00

9 Construction of Pipe Drain Nr. Supdi Lake ₹8,19,000.00

10 Construction of Asphalt Road in Ward No.6 from Kantibhai Shop to Dharmeshbhai House ₹13,11,600.00

11 Construction of Pipe Culvert in Ward No.5 Near Daxeshbhai House Nani Masani ₹12,63,500.00

12 Construction of Stom Water Drain Near Lake City ₹18,14,800.00

13 Construction of Paver Block Road in Ward No.3 at sides of Ner to Anganwadi ₹5,44,400.00

Construction of Paver Block Road in Ward No.4 from Nasirbhai Old House to Valmikiwas

15 Construction of Paver Block Road from Soni Hasmukhlal Champaklal to Sun Graphics ₹14,48,000.00

16 Construction of Single Cell Pipe Culvert Near Sitaben Culvert ₹11,31,800.00

17 Construction of Three Cell Box Culvert Near School Faliya ₹29,87,800.00

18 Construction of Paver Block Road from Ashishbhai House to Devarshbhai House ₹23,78,700.00

19 Construction of Box Drain from Sunil Pattawali Gali to Poniya Road Connecting Drain ₹8,85,400.00

20 Construction of Box Drain from Kantibhai House to Bhavani Mata Temple ₹29,10,700.00

21 Strengthening and Widening of Asphalt Road from Poniya Gangaji Road Arjunbhai Wadi ₹33,52,100.00

22 Strengthening and Widening of Asphalt Road from Poniya School Faliya DP to Maheshbhai Wadi ₹30,24,600.00

23 Construction of Storm Water Drain from Damnizapa to Amba Sadan ₹14,34,500.00

24 Construction of Storm Water Drain from Behind Fish Market to Madras Dosa Center ₹38,91,200.00

25 Construction of Precast Storm Water Drain from Bhiladawala Bank to Biliya Drain ₹37,74,200.00

26 Construction of Asphalt Road from Poniya Shiv Poojan Society to Last House ₹20,28,200.00

27 Construction of Poniya Depo Right Side Paver Block Road ₹8,19,000.00

Construction of Paver Block Road, Storage Room, Parking Shed & Gate at Par River Intake

29 Construction of Paver Block Road in Ward No. 02, 05 and 07 ₹25,50,100.00

Providing, Supplying and Installation of Street Light Pole from Police Station to Hotel

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD SHAILESHBHAI HOUSE TO MOHANBHAI AHIR HOUSE

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 395.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 60.00 1113.02 Cum

wet mix 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 395.00 686.90 Sqm

concrete block 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 239.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 6.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

( GWSSB SOR, Section-2-2, It. No. 10, Pg. No. 103 )

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- PROPOSED CONSTRUCTION OF DOUBLE CELL BOX CULVERT NEAR VATSALYA SCHOOL

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY. PER AMOUNT

1 Excavation for foundation upto 1.5 m depth including sorting out and 168.00 149.83 CUM

stacking of useful materials and disposing off the excavated stuff upto

(B) Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 112.00 162.56 CUM

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, 120.00 130.39 CUM

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layer by ramming and watering.

4 Filling in foundation and plinth with murrum or selected soil in layers 15.00 289.06 CUM

of 20 cm. Thickness including watering ramming and consolidating etc.

5 Add extra for disposing off the excavated stuff of above item for lead of : 160.54 129.28 CUM

6 Filling in plinth with sand under floors including watering ramming, 12.00 460.19 CUM

consolidating and dressing complete

7 Construction of Granular sub-base by providing well-graded material, 13.00 898.90 CUM

spreading in 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

8 Providing, laying, spreading and compacting graded stone aggregate to 13.00 1113.02 CUM

wet mix 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

9 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 21.00 2680.21 CUM

6 hand broken stone aggregate 40 mm nominal size) and curing

complete Including cost of form work in :

(A) Foundation and plinth

ITEMS QTY. PER AMOUNT

10 Providing laying controlled cement concrete M-25 work with curing 36.00 4724.78 CUM

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

11 Providing laying controlled cement concrete M-25 work with curing 34.00 6787.20 CUM

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Walls from top of foundation level

12 Providing laying controlled cement concrete M-25 work with curing 31.00 6202.41 CUM

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

13 Providing TMT FE - 500D bar reinforcement for 10130.00 76.21 Kg

R.C.C. work including bending binding and placing in position complete.

Up to Floor Two Level.

14 Demolition including stacking of serviceable materials and disposal of 9.00 1057.85 CUM

unserviceable materials with all lead and lift.

(i) R.C.C. work

15 Removing of existing all type pipeline including removal of 15.00 190.89 Rmt

specials,valves jointing including carting and stacking of removed

material from site of work to the department store as directed

excluding excavation and refilling.

16 Providing and fixing PVC 110mm dia Pipe in water spots including 2.00 159.37 NO

curing and grouting etc. completed, as per drawings.

(SOR, It. Code No.27100, It.No. 0, Pg.No.272 )

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD FROM NUTANNAGAR HALPATIWAS FOR PARDI

MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 1943.00 40.72 Sqm

cm.depth including stacking useful materials on road side and disposing off

remaining stuff

2 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone 224.00 3468.52 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

3 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 140.00 4107.04 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

4 Providing and applying asphalt painting on B.T. Surface with mechanical 1943.00 39.50 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

5 Road marking with Hot applied thermoplastic paints with reflectorising 111.00 367.72 Sqm

glass beads 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

6 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 446.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD IN NAVJIVAN SOCIETY INTERNAL ROAD FOR PARDI

MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 788.00 40.72 Sqm

cm.depth including stacking useful materials on road side and disposing off

remaining stuff

2 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 259.00 49.22 Sqm

serviceable materilas and disposal of unserviceable materials with all lead

3 Box cutting the road surface to proper slope and camber for making a base 39.00 104.04 Cum

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

the road side slope as directed upto 50 mt lead.

4 Consolidation of surface dresiing in One Coat With Power Roller including 259.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

5 Providing, laying, spreading and compacting graded stone aggregate to Wet 39.00 1113.02 Cum

Mix Macadam specification including premixing the Material with water at

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

laying in uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density in two layer.

By Mechanical Means with 1 km lead

6 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone 121.00 3468.52 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

7 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 76.00 4107.04 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

8 Providing and applying asphalt painting on B.T. Surface with mechanical 1047.00 39.50 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

9 Road marking with Hot applied thermoplastic paints with reflectorising 60.00 367.72 Sqm

glass beads 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

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 248.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORKS : CONSTRUCTION OF STORM WATER DRAIN FROM PAVAN BOOK STORE TO NER FOR PARDI

MUNICIPALITY - PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Clearing and grubbing land including uprooting rank vegitation, grass bushes, 0.03 28393.04 Hecta

shurbs,saplings and trees cut earlier and disposal of unserviceable matreials, re

(c) By Mechanical means in area of light jungle

2 Excavation for foundation up to 1.5 m depth including sorting out and stacking 186.00 149.83 Cum

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

(B)Dense or Hard Soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 90.00 130.39 Cum

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

deposited layer by ramming and watering.

4 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 14.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

5 Providing laying controlled cement concrete M-25 work with curing complete 16.00 4724.78 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

6 Providing laying controlled cement concrete M-25 work with curing complete 27.00 6787.20 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Walls from top of foundation level

7 Providing laying controlled cement concrete M-25 work with curing complete 16.00 6202.41 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

8 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 232.00 23.68 Rmt

:1 including neat cement finishing watering etc. complete.

9 Providing TMT FE - 500D bar reinforcement for R.C.C. work including bending 6560.00 76.21 Rmt

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 92.00 159.37 No

grouting etc. completed, as per drawings.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN NUTANNAGAR FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 822.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 165.00 1113.02 Cum

wet mix 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 822.00 686.90 Sqm

concrete block 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 286.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 6.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD HARISHBHAI HOUSE TO DHIRUBHAI HOUSE FOR

PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 644.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 97.00 1113.02 Cum

wet mix 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 644.00 686.90 Sqm

concrete block 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 295.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 7.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD IN NILKANTH SOCIETY PADARDEVI MATA TEMPLE FOR

PARDI MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 552.00 49.22 Sqm

serviceable materilas and disposal of unserviceable materials with all lead

2 Box cutting the road surface to proper slope and camber for making a base 111.00 104.04 Cum

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

the road side slope as directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including 552.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

4 Providing, laying, spreading and compacting graded stone aggregate to Wet 111.00 1113.02 Cum

Mix 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 & Laying 50 mm Thick Dense Bituminous Macadam using stone 64.00 3468.52 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

6 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 40.00 4107.04 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

7 Providing and applying asphalt painting on B.T. Surface with mechanical 552.00 39.50 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

8 Road marking with Hot applied thermoplastic paints with reflectorising 28.00 367.72 Sqm

glass beads 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

9 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 114.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

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

FOR PARDI MUNICIPALITY, PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Excavation for foundation up to 1.5 m depth including sorting out and stacking 203.00 117.08 Cum

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

(A) Loose or soft soil

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of -76.00 130.39 Cum (9,909.64)

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

deposited layer by ramming and watering.

3 Filling in plinth with sand under floors including watering ramming, 505.00 460.19 Cum

consolidating and dressing complete

4 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 58.00 6595.90 Rmt

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated

technology of following internal diameter.

(iv) 1200 mm dia.

5 Providing and constructing Sewer manholes, scraper manholes and unit house 4.00 12300.79 Each

connection 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. 200 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.

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 -60.00 22.22 No (1,333.20)

disposal of surplus stuff as directed within a radius of 3 km.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD KANTIBHAI SHOP TO DHARMESHBHAI HOUSE FOR

PARDI MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking of 968.00 49.22 Sqm

serviceable materilas and disposal of unserviceable materials with all lead

2 Box cutting the road surface to proper slope and camber for making a base 194.00 104.04 Cum

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

the road side slope as directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including 968.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

4 Providing, laying, spreading and compacting graded stone aggregate to Wet 194.00 1113.02 Cum

Mix 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 & Laying 50 mm Thick Dense Bituminous Macadam using stone 112.00 3468.52 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

6 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 70.00 4107.04 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

7 Providing and applying asphalt painting on B.T. Surface with mechanical 968.00 39.50 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

8 Road marking with Hot applied thermoplastic paints with reflectorising 43.00 367.72 Sqm

glass beads 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

9 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 174.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- PROPOSED PIPE CULVERT & ASPHALT ROAD NEAR DAXESHBHAI HOUSE FOR PARDI

MUNICIPALITY, PARDI

CHAPTER 01 : PIPE CULVERT

SCHEDULE - B11.1

ITEMS QTY. UNIT AMOUNT

1 Demolition including stacking of serviceable materilas and disposal 8.00 1057.85 Cumt

of unserviceable materials with all lead and lift.

(i) R.C.C. work

2 Excavation for foundation upto 1.5m. Depth including sorting out 90.00 117.08 Cumt

and stacking of useful materials and dispossing of the excavated

stuff upto 50 metre lead, incluidng dewatering of either sub soil or

rain water is involved.

(A) In all sorts of soil including muddy soil.

A) Depth upto 1.50 mtre

3 Excavation for foundation from 1.5m. to 3.0mtr Depth including 90.00 129.81 Cumt

sorting out and stacking of useful materials and dispossing of the

excavated stuff upto 50 metre lead, incluidng dewatering of either

sub soil or rain water is involved.

(A) In all sorts of soil including muddy soil.

A) Depth from 1.50 to 3.0 mtr.

4 Filling available excavated earth ( excluding rock in trenches, plinth, 36.00 130.39 Cumt

sides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering )

5 Filling in plinth with Sand under floors including watering 46.00 460.19 Cumt

reamming, consolidating and dressing etc. comp.

6 Providing and laying cement concrete 1:3:6 (1cement : 3 coarse 4.00 3005.76 Cumt

sand : 6 graded stone aggregates 40mm. nominal size) and curing

complete excluding the cost of form work in.

(A) Foundation and Plinth.

7 Providing and supplying ISI Standard R.C.C. pipes (of Sulphate 9.00 3637.01 Rmt

Resisting Cement) in standard lengths of following class and

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. complete. (IS - 458/ 1989)

Note : One collar should be supplied with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost included

in rates below.

Class NP3 Test pressure 0.7 Kg/sq.cm

e) 900 MM DIA Class Np3

ITEMS QTY. UNIT AMOUNT

8 Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of 9.00 343.40 Rmt

following diameters in proper position, grade and alignment as

directed by Engineer-in-charge including conveyance from stores to

site of work,labour, giving hydraulic testing as per ISI code.

Class NP3 Test pressure 0.7 Kg/sq.cm

9 Providing and laying controlled cement concrete M 250 and curing 8.00 4724.78 Cumt

complete including the cost of form work and rainforcement of

reinforcement concrete work in

(A) Foundation and base concrete

10 Providing and laying controlled cement concrete M 250 and curing 12.00 6787.20 Cumt

complete including the cost of form work and rainforcement of

reinforcement concrete work in

11 Providing laying controlled cement concrete M-250 work with 8.00 6202.41 Cumt

curing complete including the cost of form work and excluding the

rate of reinforcement for reinforced concrete work in.

Upto floor two level

( B ) Slabs, landing, shelvas, Balconies etc

12 Providing TMT FE -500/500D reinforcement for R.C.C. work 2884.00 76.21 Kg

including bending binding and placing in position complete up to

floor two level.

13 Filling in foundation and plinth with murrum or selected soil in 17.00 289.06 Cumt

layers of 20 cm. thickness 'including watering, ramming and

consolidating etc. comp.

14 Providing 15 mm. thick cement plaster in single coat on fair side of 49.00 153.20 Sqm

Brick/concrete walls for interior plastering finished even and

smooth in CM 1:3 ( 1 Cement : 3 Sand )

[ii] Cement mortar 1:3 [1 cement: 3 sand)

ITEMS QTY. UNIT AMOUNT

15 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. 6.00 101.91 Each

16 Providing, laying, spreading and compacting graded stone aggregate 6.01 1113.02 Cum

to wet mix 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

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- PROPOSED PIPE CULVERT & ASPHALT ROAD NEAR DAXESHBHAI HOUSE FOR PARDI

MUNICIPALITY, PARDI

CHAPTER 02 : ASPHALT ROAD

SCHEDULE - B11.2

ITEMS QTY UNIT AMOUNT

1 Box cutting the road surface to proper slope and camber for making a base 88.00 104.04 Cum

for the road 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 438.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

3 Providing, laying, spreading and compacting graded stone aggregate to Wet 132.00 1113.02 Cum

Mix 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 & Laying 50 mm Thick Dense Bituminous Macadam using stone 51.00 3468.52 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

5 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 32.00 4107.04 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

6 Providing and applying asphalt painting on B.T. Surface with mechanical 438.00 39.50 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

7 Road marking with Hot applied thermoplastic paints with reflectorising 25.00 367.72 Sqm

glass beads 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

8 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 102.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORKS : CONSTRUCTION OF STORM WATER DRAIN NEAR LAKE CITY FOR PARDI MUNICIPALITY -

ITEM DESCRIPTION QTY. PER AMOUNT

1 Clearing and grubbing land including uprooting rank vegitation, grass bushes, 0.04 28393.04 Hecta

shurbs,saplings and trees cut earlier and disposal of unserviceable matreials, re

(c) By Mechanical means in area of light jungle

2 Excavation for foundation up to 1.5 m depth including sorting out and stacking 304.00 149.83 Cum

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

(B)Dense or Hard Soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 152.00 130.39 Cum

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

deposited layer by ramming and watering.

4 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 20.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

5 Providing laying controlled cement concrete M-25 work with curing complete 23.00 4724.78 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

6 Providing laying controlled cement concrete M-25 work with curing complete 45.00 6787.20 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Walls from top of foundation level

7 Providing laying controlled cement concrete M-25 work with curing complete 23.00 6202.41 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

8 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 330.00 23.68 Rmt

:1 including neat cement finishing watering etc. complete.

9 Providing TMT FE - 500D bar reinforcement for R.C.C. work including bending 10420.00 76.21 Rmt

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 92.00 159.37 No

grouting etc. completed, as per drawings.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO.02 NER TO ANGANWADI FOR PARDI

MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 464.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 70.00 1113.02 Cum

wet mix 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 464.00 686.90 Sqm

concrete block 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 297.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 7.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO.04 NASIRBHAI OLD HOUSE TO

VALMIKIWAS INTERNAL ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 924.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 139.00 1113.02 Cum

wet mix 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 924.00 686.90 Sqm

concrete block 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 628.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 13.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD FROM SONI HASMUKHLAL CHAMPAKLAL SHOP TO

SUN GRAPHICS SHOP FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Box cutting the road surface to proper slope and camber for making a 225.00 104.04 Cum

base for the 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 225.00 1113.02 Cum

wet mix 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 1124.00 772.65 Sqm

concrete block 80mm 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 570.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 12.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- PROPOSED CONSTRUCTION OF SINGLE CELL BOX CULVERT NEAR SITEBN HOUSE

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY. PER AMOUNT

1 Excavation for foundation upto 1.5 m depth including sorting out and 118.00 149.83 CUM

stacking of useful materials and disposing off the excavated stuff upto

(B) Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 39.00 162.56 CUM

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, 64.00 130.39 CUM

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layer by ramming and watering.

4 Filling in foundation and plinth with murrum or selected soil in layers 23.00 289.06 CUM

of 20 cm. Thickness including watering ramming and consolidating

5 Add extra for disposing off the excavated stuff of above item for lead 93.40 129.28 CUM

6 Filling in plinth with sand under floors including watering ramming, 7.00 460.19 CUM

consolidating and dressing complete

7 Construction of Granular sub base by providing close graded natural 14.00 898.90 CUM

material satisfying MOST specification of grading I including

spreading in uniform layer with motor grader on prepared surface,

mixing by mix in place method with rotavatore at OMC and

compacting with vibratory roller to achive the desired density etc.

8 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand 15.00 2680.21 CUM

: 6 hand broken stone aggregate 40 mm nominal size) and curing

complete Including cost of form work in :

(A) Foundation and plinth

9 Providing laying controlled cement concrete M-25 work with curing 22.00 4724.78 CUM

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

10 Providing laying controlled cement concrete M-25 work with curing 21.00 6787.20 CUM

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Walls from top of foundation level

11 Providing laying controlled cement concrete M-25 work with curing 20.00 6202.41 CUM

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

12 Providing TMT FE - 500D bar reinforcement for 5880.00 76.21 Kg

R.C.C. work including bending binding and placing in position

complete. Up to Floor Two Level.

ITEMS QTY. PER AMOUNT

13 Demolition including stacking of serviceable materials and disposal of 7.00 1057.85 CUM

unserviceable materials with all lead and lift.

(i) R.C.C. work

14 Removing of existing all type pipeline including removal of 10.00 190.89 Rmt

specials,valves jointing including carting and stacking of removed

material from site of work to the department store as directed

excluding excavation and refilling.

15 Providing and fixing PVC 110mm dia Pipe in water spots including 2.00 159.37 NO

curing and grouting etc. completed, as per drawings.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- PROPOSED CONSTRUCTION OF THREE CELL BOX CULVERT ON SCHOOL FALIYA ROAD

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY. PER AMOUNT

1 Excavation for foundation upto 1.5 m depth including sorting out 238.00 149.83 CUM

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.

(B) Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 238.00 162.56 CUM

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock) in trenches, 221.00 130.39 CUM

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each deposited layer by ramming and

4 Filling in foundation and plinth with murrum or selected soil in 31.00 289.06 CUM

layers of 20 cm. Thickness including watering ramming and

consolidating etc. complete.

5 Add extra for disposing off the excavated stuff of above item for 255.56 129.28 CUM

lead of : (e) 400 mt. to 500 mt

6 Filling in plinth with sand under floors including watering 18.00 460.19 CUM

ramming, consolidating and dressing complete

7 Construction of Granular sub-base by providing well-graded 13.00 898.90 CUM

material, spreading in 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

8 Providing, laying, spreading and compacting graded stone 13.00 1113.02 CUM

aggregate to wet mix 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

By Mechanical Means with 1 km lead

9 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse 27.00 2680.21 CUM

sand : 6 hand broken stone aggregate 40 mm nominal size) and

curing complete Including cost of form work in :

(A) Foundation and plinth

ITEMS QTY. PER AMOUNT

10 Providing laying controlled cement concrete M-25 work with 54.00 4724.78 CUM

curing complete including the cost of form work and excluding

the rate of reinforcment for reinforced concrete work in Upto

floor two level.

Foundations footings Base of columns and mass concrete

11 Providing laying controlled cement concrete M-25 work with 58.00 6787.20 CUM

curing complete including the cost of form work and excluding

the rate of reinforcment for reinforced concrete work in Upto

floor two level.

Walls from top of foundation level

12 Providing laying controlled cement concrete M-25 work with 47.00 6202.41 CUM

curing complete including the cost of form work and excluding

the rate of reinforcment for reinforced concrete work in Upto

floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

13 Providing TMT FE - 500D bar reinforcement for 16350.00 76.21 Kg

R.C.C. work including bending binding and placing in position

complete. Up to Floor Two Level.

(SOR, It. Code -05014C, It.No. 5.4.11, Pg.No. 77 )

14 Demolition including stacking of serviceable materials and 22.00 1057.85 CUM

disposal of unserviceable materials with all lead and lift.

(i) R.C.C. work

15 Removing of existing all type pipeline including removal of 35.00 190.89 Rmt

specials,valves jointing including carting and stacking of removed

material from site of work to the department store as directed

excluding excavation and refilling.

16 Providing and fixing PVC 110mm dia Pipe in water spots including 6.00 159.37 NO

curing and grouting etc. completed, as per drawings.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD FROM ASHISHBHAI HOUSE TO DEVARSHBHAI HOUSE

FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 1985.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 397.00 1113.02 Cum

wet mix 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 1985.00 686.90 Sqm

concrete block 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 721.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 14.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF BOX DRAIN FROM SUNIL PATTWALI GALI TO PONIYA ROAD CONNECTING

DRAIN FOR PARDI MUNICIPALITY, PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Excavation for foundation up to 1.5 m depth including sorting out and 129.00 117.08 Cum

stacking of useful materials and disposing of the excavated stuff up to

(A) Loose or soft soil

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 54.00 130.39 Cum

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

deposited layer by ramming and watering.

3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 11.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

4 Providing laying controlled cement concrete M-25 work with curing 13.00 4724.78 Cum

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

5 Providing laying controlled cement concrete M-25 work with curing 22.00 6787.20 Cum

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Walls from top of foundation level

6 Providing laying controlled cement concrete M-25 work with curing 13.00 6202.41 Cum

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

7 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 190.00 23.68 Rmt

:1 including neat cement finishing watering etc. complete.

8 Providing TMT FE - 500D bar reinforcement for R.C.C. work including bending 4860.00 76.21 Rmt

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

9 Providing and fixing PVC 110mm dia Pipe in water spots including curing and 64.00 159.37 No

grouting etc. completed, as per drawings.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF BOX DRAIN FROM KANTIBHAI HOUSE TO BHAVANI MATA TEMPLE FOR

PARDI MUNICIPALITY, PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Excavation for foundation up to 1.5 m depth including sorting out and 387.00 117.08 Cum

stacking of useful materials and disposing of the excavated stuff up to

(A) Loose or soft soil

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 124.00 130.39 Cum

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

deposited layer by ramming and watering.

3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 32.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

4 Providing laying controlled cement concrete M-25 work with curing 39.00 4724.78 Cum

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

5 Providing laying controlled cement concrete M-25 work with curing 78.00 6787.20 Cum

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level.

Walls from top of foundation level

6 Providing laying controlled cement concrete M-25 work with curing 39.00 6202.41 Cum

complete including the cost of form work and excluding the rate of

reinforcment for reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

7 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 572.00 23.68 Rmt

:1 including neat cement finishing watering etc. complete.

8 Providing TMT FE - 500D bar reinforcement for R.C.C. work including bending 16380.00 76.21 Rmt

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

9 Providing and fixing PVC 110mm dia Pipe in water spots including curing and 191.00 159.37 No

grouting etc. completed, as per drawings.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD FROM PONIYA GANGAJI ROAD TO

ARJUNBHAI WADI FOR PARDI MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 2256.00 40.72 Sqm

cm.depth including stacking useful materials on road side and disposing off

remaining stuff

2 Box cutting the road surface to proper slope and camber for making a base 212.00 104.04 Cum

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

the road side slope as directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including 846.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

4 Construction of Granular sub-base by providing well-graded material, 127 898.90 Cum

spreading in uniform layers with motor grader on prepared surface, mixing

by mix-in place method with rotavator at OMC and compacting smooth

wheel roller to achive the desired density, complete in two layer as per

Technical Specification Clause

5 Providing, laying, spreading and compacting graded stone aggregate to Wet 127.00 1113.02 Cum

Mix Macadam specification including premixing the Material with water at

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

laying in uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density in two layer.

By Mechanical Means with 1 km lead

6 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone 357.00 3229.74 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

7 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 224.00 3807.47 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

8 Providing and applying asphalt painting on B.T. Surface with mechanical 3102.00 37.14 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

9 Road marking with Hot applied thermoplastic paints with reflectorising 170.00 367.72 Sqm

glass beads 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

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 567.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- STRENGTHENING AND WIDENING OF ASPHALT ROAD FROM PONIYA SCHOOL FALIYA DP TO

MAHESHBHAI WADI FOR PARDI MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 2032.00 40.72 Sqm

cm.depth including stacking useful materials on road side and disposing off

remaining stuff

2 Box cutting the road surface to proper slope and camber for making a base 191.00 104.04 Cum

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

the road side slope as directed upto 50 mt lead.

3 Consolidation of surface dresiing in One Coat With Power Roller including 762.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

4 Construction of Granular sub-base by providing well-graded material, 115 898.90 Cum

spreading in uniform layers with motor grader on prepared surface, mixing

by mix-in place method with rotavator at OMC and compacting smooth

wheel roller to achive the desired density, complete in two layer as per

Technical Specification Clause

5 Providing, laying, spreading and compacting graded stone aggregate to Wet 115.00 1113.02 Cum

Mix Macadam specification including premixing the Material with water at

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

laying in uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density in two layer.

By Mechanical Means with 1 km lead

6 Providing & Laying 50 mm Thick Dense Bituminous Macadam using stone 322.00 3229.74 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

7 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 202.00 3807.47 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

8 Providing and applying asphalt painting on B.T. Surface with mechanical 2794.00 37.14 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

9 Road marking with Hot applied thermoplastic paints with reflectorising 153.00 367.72 Sqm

glass beads 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

10 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 513.00 375.72 No.

sterine 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)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORKS : CONSTRUCTION OF STORM WATER DRAIN FROM DAMNIZAPA TO AMBA SADAN FOR PARDI

MUNICIPALITY - PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Demolition including stacking of serviceable materil as and disposal of 48.00 1057.85 Cum

unserviceable materials with all lead and lift.

(i) R.C.C. work

2 Excavation for foundation up to 1.5 m depth including sorting out and stacking 234.00 149.83 Cum

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

(B)Dense or Hard Soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 105.00 130.39 Cum

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

deposited layer by ramming and watering.

4 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 16.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

5 Providing laying controlled cement concrete M-25 work with curing complete 19.00 4724.78 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

6 Providing laying controlled cement concrete M-25 work with curing complete 32.00 6787.20 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Walls from top of foundation level

7 Providing laying controlled cement concrete M-25 work with curing complete 19.00 6202.41 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

8 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 232.00 23.68 Rmt

:1 including neat cement finishing watering etc. complete.

9 Providing TMT FE - 500D bar reinforcement for R.C.C. work including bending 7780.00 76.21 Rmt

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 92.00 159.37 No

grouting etc. completed, as per drawings.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORKS : CONSTRUCTION OF STORM WATER DRAIN FROM BEHIND FISH MAREKT TO MADRAS DOSA

CENTER FOR PARDI MUNICIPALITY - PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Demolition including stacking of serviceable materil as and disposal of 142.00 1057.85 Cum

unserviceable materials with all lead and lift.

(i) R.C.C. work

2 Excavation for foundation up to 1.5 m depth including sorting out and stacking 665.00 149.83 Cum

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

(B)Dense or Hard Soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 272.00 130.39 Cum

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

deposited layer by ramming and watering.

4 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 46.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

5 Providing laying controlled cement concrete M-25 work with curing complete 55.00 4724.78 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Foundations footings Base of columns and mass concrete

6 Providing laying controlled cement concrete M-25 work with curing complete 83.00 6787.20 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level.

Walls from top of foundation level

7 Providing laying controlled cement concrete M-25 work with curing complete 55.00 6202.41 Cum

including the cost of form work and excluding the rate of reinforcment for

reinforced concrete work in Upto floor two level

Slabs, landing, shelvas, Concrete Bands,Balconies etc

8 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1 608.00 23.68 Rmt

:1 including neat cement finishing watering etc. complete.

9 Providing TMT FE - 500D bar reinforcement for R.C.C. work including bending 20980.00 76.21 Rmt

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 92.00 159.37 No

grouting etc. completed, as per drawings.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORKS : CONSTRUCTION OF PRECAST STORM WATER DRAIN FROM BHILADWALA BANK TO STORM

WATER DRIAN FOR PARDI MUNICIPALITY - PARDI.

ITEM DESCRIPTION QTY. PER AMOUNT

1 Demolition including stacking of serviceable materil as and disposal of 705.60 1057.85 Cum

unserviceable materials with all lead and lift.

(i) R.C.C. work

2 Filling in plinth with sand under floors including watering ramming, 20.00 460.19 Cum

consolidating and dressing complete

3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8 - 20.00 3005.76 Cum

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

4 Trilok Design, Manufacture, Supply & Installing of Factory-made 900mm x 168.00 13710.75 Rmt

900mm U shape Drain of various sizes with Lid Cover Precast Products in

dimension units of 2000mm length made up of high-strength precast

reinforced cement concrete duly Stream Cured in a controlled environment

and manufactured by using high-performance self-compacting concrete of M-

50 grade using Fe-500D grade TMT steel reinforcement bar. Design should

confirm to BIS / Guidelines/Codes furthermore taking into consideration

expected handling and erection stresses etc. The Precast Drain shall be

designed considering a wheel load of 5 Tones for Heavy movement and earth

pressure. Drain shall be manufactured using water-tight formwork made up

of automobile steel to have an accurate dimensional product. The precast

drain shall have a tie shape groove of 10-20 mm width and 25mm depth on

both sides.Rate includes all cost of material, labor charges at the plant,cost of

reinforcement, formwork and lifting accessories, and transportation up to

work at the site. Laying And Jointing of Drain and Covers. Precast drains shall

be lifted with suitable lifting devices for placing.

TOTAL AMOUNT (IN RS)

TOTAL AMOUNT (IN RS)

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK :- CONSTRUCTION OF ASPHALT ROAD FROM PONIYA SHIV POOJAN SOCIETY TO LAST HOUSE

FOR PARDI MUNICIPALITY, PARDI.

ITEMS QTY UNIT AMOUNT

1 Box cutting the road surface to proper slope and camber for making a base 330.00 104.04 Cum

for the road 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 1320.00 4.94 Sqm

cost of fuel, hire charges of roller etc. complete

3 Construction of Granular sub-base by providing well-graded material, 264 898.90 Cum

spreading in 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 198.00 1083.73 Cum

Mix 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 & Laying 50 mm Thick Dense Bituminous Macadam using stone 152.00 3468.52 M.T.

aggregates as per MORT&H gradation and bitumin grade VG-30 in mix at the

rate of minimum 4.50% or as per design mix, by total weight of mix for

binder by batch hot laid process including transporating the mix and

spreaing the same by paver finisher an consolidation by Vibratory Roller

including providng an Oprating required batch mix plant and machinary cost

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

6 Providing & Laying 30 mm Thick bituminous concrete with higher capacity 96.00 4107.04 M.T.

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

premixed with bituminous ( VG - 30 ) binder @ 5.4 percent of mix and

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

finisher with sensor control to the required grade, level and alignment,

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

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

7 Providing and applying asphalt painting on B.T. Surface with mechanical 1320.00 39.50 Sqm

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

with smooth wheeledand pneumetic roller and brushing etc. complete.

ITEMS QTY UNIT AMOUNT

8 Road marking with Hot applied thermoplastic paints with reflectorising 87.00 367.72 Sqm

glass beads 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

9 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile 301.00 375.72 No.

sterine 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)

10 Renovation of manhole by increasing the height at top including cost of 19.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the purpose

(except manhole frame and cover). For all type manhole by providing RCC

1:2:4 Partition walls with required reinforcement 25cm thick and circular

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

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD ON PONIYA ROAD FOR PARDI MUNICIPALITY, PARDI

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 716.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 108.00 1083.73 Cum

wet mix 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 716.00 686.90 Sqm

concrete block 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 327.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 7.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- DEVELOPMENT OF PAR RIVER INTAKE WELL FOR PARDI MUNICIPALITY, PARDI

CHAPTER 01 : PAVER BLOCK

SCHEDULE - B28.1

ITEMS DESCRIPTION QTY. PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 753.00 48.21 Sqm

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 113.00 1113.02 Cum

wet mix 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 753.00 686.90 Sqm

concrete block 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 110.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- DEVELOPMENT OF PAR RIVER INTAKE WELL FOR PARDI MUNICIPALITY, PARDI

CHAPTER 02 : STORE ROOM

SCHEDULE - B28.2

ITEM DESCTIPTION QTY. UNIT

NO. WITH 1% AMOUNT

( A ) EARTHWORK

1 Excavation for foundation up to 1.5 m depth including sorting out and 27.00 117.08 Cumt

stacking of useful materials and disposing of the excavated stuff up to all

lead and lift. (A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m depth 16.00 129.81 Cumt

including sorting out and stacking or useful materials and disposing of

the excavated stuff upto to all lead and lift. (A) Loose or soft soil

3 Filling available excavated earth (excluding rock) in trenches, plinth, 30.42 130.39 Cumt

sides of 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 reamming, 3.00 460.19 Cumt

consolidating and dressing etc. comp.

5 Filling in foundation and plinth with murrum or selected soil in layers 3.00 289.06 Cumt

of 20 cm. thickness including watering ramming and consolidating etc.

TOTAL OF EARTH WORK

( B ) PLAIN CEMENT CONCRETE

6 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 4.00 2,680.21 Cumt

8 hand broken stone aggregate 40 mm nominal size) and curing

complete excluding cost of form work in :

(A) Foundation and Plinth.

7 Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse 3.00 3,683.34 Cumt

sand : 4 graded stone aggregates 20 m.m. nominal size) and curing

complete excluding cost of form work & reinforcement for reinforced

cement concrete in :

(A) Foundation and Plinth.

TOTAL OF PLAIN CEMENT CONCRETE

( C ) STEEL WORK

8 Providing TMT FE - 500/500D bar reinforcement for R.C.C. work 2270.00 76.21 Kg.

including bending binding and placing in position complete up to floor

9 Providing TMT FE - 500/500D bar reinforcement for R.C.C. work 180.00 77.21 Kg.

including bending binding and placing in position complete from floor

two level to floor three level.

TOTAL OF STEEL WORK

ITEM DESCTIPTION QTY. UNIT

NO. WITH 1% AMOUNT

( D ) REINFORCED CEMENT CONCRETE WORKS

10 Providing laying controlled cement concrete M-250 work with curing

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

( A ) Foundations footings Base of columns and mass concrete. 3.20 4,394.51 Cumt

11 Providing laying controlled cement concrete M-250 work with curing 6.20 6,537.73 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

( B ) Slabs, landing, shelvas, Balconies etc

12 Providing laying controlled cement concrete M-250 work with curing 3.10 5,831.74 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

( C ) Ground Beams and Plinth Beams

13 Providing laying controlled cement concrete M-250 work with curing 2.40 6,157.97 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

( C-1 ) Beams, Girders and cantilever

14 Providing laying controlled cement concrete M-250 work with curing 3.20 7,632.57 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

(D-1 ) Columns, pillars posts and struts square, rectangular,

polygonal in plan

15 Providing laying controlled cement concrete M-250 work with curing 0.30 7,079.09 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

16 Providing laying controlled cement concrete M-250 work with curing 1.20 5,379.26 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

17 Providing laying controlled cement concrete M-250 work with curing 0.30 6,228.67 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Upto floor two level

( I ) Coping & Sill

ITEM DESCTIPTION QTY. UNIT

NO. WITH 1% AMOUNT

18 Providing laying controlled cement concrete M-250 work with curing 1.00 7,665.46 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Floor Two Level to Floor Three Level.

(D ) Columns, pillars posts and struts square, rectangular, polygonal

19 Providing laying controlled cement concrete M-250 work with curing 0.50 6,261.56 Cumt

complete including the cost of form work and excluding the rate of

reinforcement for reinforced concrete work in.

Floor Two Level to Floor Three Level.

( I ) Coping & Sill

TOTAL OF REINFORCED CONCRETE WORKS

( E ) BRICKWORKS

20 Brickwork using common burnt clay building bricks having crushing 2.00 4,021.02 Cumt

strength not less than 35 kg./ Sq. Cm.in Cement Mortar 1:6 (1- Cement :

6 -fine sand) in

(B ) Conventional

21 Brickwork using common burnt clay building bricks having crushing 7.00 4,204.36 Cumt

strength not less than 35 kg./ Sq. Cm.in Cement Mortar 1:6 (1- Cement :

6 -fine sand) in

(B ) Conventional

22 Brickwork using common burnt clay building bricks having crushing 3.70 4,244.86 Cumt

strength not less than 35 kg./ Sq. Cm.in Cement Mortar 1:6 (1- Cement :

6 -fine sand) in

(B ) Conventional

TOTAL OF BRICKWORKS

( F ) WOOD WORK AND JOINERY

23 Providing and fixing 35mm thick Decorative type flush door shutters, 3.00 2,898.70 Sqmt

solid core construction with frame of first class hard-wood with cross

band and face veneer or ply-wood face panels, 1 mm thick laminate on

both sides including necessary Stainless steel fixtures and fastening and

SS mortise lock etc. complete.

ITEM DESCTIPTION QTY. UNIT

NO. WITH 1% AMOUNT

24 Providing and fixing window having extruded aluminum Colour 9.00 1,583.95 Sqmt

anodized section frame main outer size 95mm x 24mm x 1.17 mm (of

Jindal or Hindalco Section no:2459,@ Wt 0.738 Kg /mt), horizontal

Three track member size 92 mm x 31.75 mm x 1.30mm (of Jindal or

Hindalco Section no: 8688 @ wt.1.07 Kg/mt), vertical member of size

92mm x 31.75mm x 1.50 mm (of Jindal or Hindalco Section no:8933 @

wt.1.06 Kg/mt) with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm (of Jindal or Hindalco Section no:8947 @ wt.of

0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal

or Hindalco Section no:8949 @ wt.of 0.456Kg/mt) with 6mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per detail including mosquito net shutter.

25 Providing and fixing M.S. grills of required pattern to wooden frames/or 180.00 109.08 Kg

Marble Frame of window/balcony etc. with M.s. flats at required spacing

and frames all-round, square or round bars fixed with round headed

bolts and nuts or by screws, including oil painting with one coat of

primer of approved quality and brand & two coats of synthetic enamel oil

paint etc. complete as per detail drawing and as directed by Engineer in

(B) Plain grill

TOTAL OF WOODWORK & JOINERY

( G ) PLASTER WORKS

26 Providing 15 mm. thick mala cement plaster in single coat on fair side of 32.00 153.20 Sqmt

Brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in Cement mortar 1:4 [1 cement: 4 sand)

including necessary curing, scaffolding, in true line and level etc.

complete as directed by Engineer in Charge.

27 Providing & applying 10 mm thick mala cement plaster in single coat on 13.00 201.88 Sqmt

fair side of Ceiling surface/ Sloping Roof etc. for Ground Floor upto

floor two levels finished even and smooth in C.M. 1:4 (1 cement : 4 Sand

) including necessary curing, scaffolding, in true line and level etc.

complete as directed by Engineer in Charge.

28 Providing & applying 20mm thick sand faced cement plaster on walls 78.00 300.66 Sqmt

upto 10m height from ground level consisting of 12mm thick backing

coat of C.M. 1:3 (1 cement : 3 sand ) and 8mm thick finishing coat of

C.M. 1:1 (1 cement : 1 sand) including curing, necessary scaffolding in

true line & level etc. comp. as directed by Engineer in charge

29 Providing throating or plaster drip and moulding to RCC Chhajja 17.00 42.17 Rmt

30 Providing cement vata ( 10 cm x 10 cm size ) quarter round in cement 17.00 23.68 Rmt

mortar 1:1 including neat cement finishing, watering etc. complete

31 Forming groove of uniform size from 12 x 12 mm and upto 25 x15 mm in 33.00 72.87 Rmt

plastered surface as per approved pattern using wooden batten, nailed to

the under layer including removal of wooden battens, repairs to the

edges of plaster panel and finishing the groove complete as per

specifications and direction of the EIC.

ITEM DESCTIPTION QTY. UNIT

NO. WITH 1% AMOUNT

32 Providing and fixing 150mm wide, approved quality chicken wire 7.00 326.23 Sqmt

mesh at junction of brick work and RCC work or two dissimilar surfaces,

at all heights fixed by nails, rowal plugs or tag by cement mortar 1:3

before applying the plaster, including curing, scaffolding all complete as

TOTAL OF PLASTERWORKS

( H ) WHITE WASHING, COLOUR WASHING, DISTEMPERING & OTHER FINISHES

32 Applying two coats of Birla (white cement based) or Asian (acrylic lapy- 45.00 40.59 Sqmt

putty) or equivalent & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

33 Wall painting ( Three Coats ) with plastic emulsion paint of approved 32.00 120.87 Sqmt

brand and manufacture on wall surfaces to give an even shade including

throughly brushing the surface free from mortar droppings and other

foreign matter and sand paper smooth.

34 Painting ( Three Coats ) with plastic emulsion paint of approved brand 13.00 123.10 Sqmt

and manufacture 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.

35 Finishing wall with weather proof exterior acrylic emulsion paint on wall 159.30 76.36 Sqmt

surface ( three coats) to give an required shape even shade including a

priming coat with alkali resistance primer of approved brand after

thoroughly brushing the all materials.etc complete as directed by

Engineer in Charge.

TOTAL OF WHITE WASHING, COLOUR WASHING, DISTEMPERING & OTHER FINISHES

( I ) PAVING AND FLOOR FINISHES

36 Prov. & laying Digital Full Body Glossy, mat or Rustic Vitrified 8 mm to 17.00 1,397.83 Sqmt

10 mm thick tiles flooring laid on bed of 20mm (Average) base of Cement

Mortar 1:6 (1-Cement : 6 Coarse Sand) on new surface and jointed with

colour cement slurry including finished with flush pointing & cleaning

the surface etc. completed of size & shade approved by Engineer in

charge of approved brands like Somani ,Rak, City, Sun Heart,Marbito etc.

TOTAL OF PAVING AND FLOOR FINISHES

( J ) WATERPROOFING WORKS

37 Providing and laying China mosaic type water proofing treatment on 18.00 776.69 Sqmt

terrace including ( a) applying neat cement slurry 2.75 kg./ sqm of

cement admixed with water proofing compound after cleaning the

surface . (b) laying cement concrete using brick bats 25 to 100mm size

with 50 % of C.M. 1:5 ( 1 cement : 5 coarse sand ) admixed with water

proofing compound over 20mm thick layer of c.m. 1:5 to required slope

including rounding of junction of walls and slabs. (c) After two days of

proper curing , applying a second coat of cement slurry. (d) Finishing the

surface with 20mm thick C.M. 1:4 and China mosaic tilling & finally

finishing the surface with trowel with white cement slurry. (e) after

finishing the whole terrace shall be flooded with water for a period of

TOTAL OF WATERPROOFING WORKS

ITEM DESCTIPTION QTY. UNIT

NO. WITH 1% AMOUNT

( K ) PLUMBING AND SANITARY WORKS

38 Providing laying and jointing in true line and level 110 diameter 10.00 836.73 Rmt

U.P.V.C. SWR Type B pipe conforming to IS 13592-1992 with one end

plain and other end socketed with rubbering, & fitting conforming to ISI

14735-1999 of approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm diameter x 149 mm length x

145 mm high at every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as bends, shoes etc.

including testing of pies and joints and jointed with adhesive solvent

cement including cost of all materials

TOTAL OF PLUMBING AND SANITORY WORKS

( L ) MISCELLENEOUS BUILDING ITEMS

39 Carrying out plinth treatment to post construction / existing structure 18.02 124.28 Sqmt

by spraying chemical solution for termite control treatment including

labour and material consistent with I.S.I. specification

40 Steel work welded in built up sections framed work including cutting 448.00 59.59 Kg

hoisting 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

41 Dismantalling of Existing building dismantling like concrete work like 1.00 (25,250.00) Job (25,250.00)

columns,beam,slab etc. Brick work, Cutting steel and reinforcement,

Door, Window,Wood work, Electrical wiring AC sheet, GI pipes all

material etc complete including giving the credit value of the useful

serviceable material of the building as upset value fixed by valuer and

disposing of the unused unserviceable material debris etc at the place

with all lead and lift shown by engineer in charge etc complete as

directed and removing the structure below GL as directed by engineer in

charge. ( Credit value shall not be quoted less than Rs. 25,000.00 /- )

TOTAL OF MISCELLENEOUS BUILDING ITEMS WORKS

ADD 10% ELECTRICAL WORKS

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- DEVELOPMENT OF PAR RIVER INTAKE WELL FOR PARDI MUNICIPALITY, PARDI

CHAPTER 03 : PARKING SHED & GATE

SCHEDULE - B28.3

Descriprion Qty Unit Amount

( A ) EARTHWORK

1 Excavation for foundation up to 1.5 m depth including sorting out 41.00 117.08 Cumt

and stacking of useful materials and disposing of the excavated stuff

up to all lead and lift. (A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m depth 22.00 129.81 Cumt

including sorting out and stacking or useful materials and disposing

of the excavated stuff upto to all lead and lift.

(A) Loose or soft soil

3 Filling available excavated earth (excluding rock) in trenches, 40.50 130.39 Cumt

plinth, sides of 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 7.00 460.19 Cumt

reamming, consolidating and dressing etc. comp.

5 Filling in foundation and plinth with murrum or selected soil in 6.00 289.06 Cumt

layers of 20 cm. thickness including watering ramming and

consolidating etc. completed.

TOTAL OF EARTH WORK

( B ) PLAIN CEMENT CONCRETE

6 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse 8.00 2,680.21 Cumt

sand : 8 hand broken stone aggregate 40 mm nominal size) and

curing complete excluding cost of form work in :

(A) Foundation and Plinth.

7 Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse 7.00 3,683.34 Cumt

sand : 4 graded stone aggregates 20 m.m. nominal size) and curing

complete excluding cost of form work & reinforcement for reinforced

cement concrete in :

(A) Foundation and Plinth.

TOTAL OF PLAIN CEMENT CONCRETE

( C ) STEEL WORK

8 Providing TMT FE - 500/500D bar reinforcement for R.C.C. work 2109.00 76.21 Kg.

including bending binding and placing in position complete up to

floor two level.

TOTAL OF STEEL WORK

Descriprion Qty Unit Amount

( D ) REINFORCED CEMENT CONCRETE WORKS

9 Providing laying controlled cement concrete M-250 work with

curing complete including the cost of form work and excluding the

rate of reinforcement for reinforced concrete work in.

Upto floor two level

( A ) Foundations footings Base of columns and mass concrete. 4.00 4,394.51 Cumt

10 Providing laying controlled cement concrete M-250 work with 7.00 5,831.74 Cumt

curing complete including the cost of form work and excluding the

rate of reinforcement for reinforced concrete work in.

Upto floor two level

( C ) Ground Beams and Plinth Beams

11 Providing laying controlled cement concrete M-250 work with 3.00 7,632.57 Cumt

curing complete including the cost of form work and excluding the

rate of reinforcement for reinforced concrete work in.

Upto floor two level

(D-1 ) Columns, pillars posts and struts square, rectangular,

polygonal in plan

TOTAL OF REINFORCED CONCRETE WORKS

( E ) BRICKWORKS

12 Brickwork using common burnt clay building bricks having crushing 2.00 4,021.02 Cumt

strength not less than 35 kg./ Sq. Cm.in Cement Mortar 1:6 (1-

Cement : 6 -fine sand) in

(B ) Conventional

TOTAL OF BRICKWORKS

( G ) PLASTER WORKS

13 Providing & applying 20mm thick sand faced cement plaster on 16.00 300.66 Sqmt

walls upto 10m height from ground level consisting of 12mm thick

backing coat of C.M. 1:3 (1 cement : 3 sand ) and 8mm thick

finishing coat of C.M. 1:1 (1 cement : 1 sand) including curing,

necessary scaffolding in true line & level etc. comp. as directed by

Engineer in charge

14 Providing and fixing 150mm wide, approved quality chicken wire 1.00 321.18 Sqmt

mesh at junction of brick work and RCC work or two dissimilar

surfaces, at all heights fixed by nails, rowal plugs or tag by cement

mortar 1:3 before applying the plaster, including curing, scaffolding

all complete as directed.

TOTAL OF PLASTERWORKS

( H ) WHITE WASHING, COLOUR WASHING, DISTEMPERING & OTHER FINISHES

15 Finishing wall with weather proof exterior acrylic emulsion paint on 16.00 114.53 Sqmt

wall surface ( three coats) to give an required shape even shade

including a priming coat with alkali resistance primer of approved

brand after thoroughly brushing the all materials.etc complete as

directed by Engineer in Charge.

TOTAL OF WHITE WASHING, COLOUR WASHING, DISTEMPERING & OTHER FINISHES

Descriprion Qty Unit Amount

( L ) MISCELLENEOUS BUILDING ITEMS

16 Carrying out plinth treatment to post construction / existing 44.64 124.28 Sqmt

structure by spraying chemical solution for termite control

treatment including labour and material consistent with I.S.I.

17 Steel work welded in built up sections framed work including cutting 2930.00 60.60 Kg

hoisting 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.

18 Providing corrugated G.I. sheet of class-3 roofing fixed with 110.00 1,369.07 Sqmt

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses but including ridges or hips 600mm overall

(1) 0.80 mm thick sheet.

TOTAL OF MISCELLENEOUS BUILDING ITEMS WORKS

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK:- CONSTRUCTION OF PAVER BLOCK ROAD IN WARD NO. 02, 05 & 07 FOR PARDI MUNICIPALITY,

ITEMS QTY RATE PER AMOUNT

1 Dismentaling tiled of stone, paver floors laid in mortar including stacking 2210.00 48.21 Cum

of serviceable materilas and disposal of unserviceable materials with all

2 Providing, laying, spreading and compacting graded stone aggregate to 332.00 1083.73 Cum

wet mix 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 2210.00 686.90 Sqm

concrete block 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 1317.00 23.68 Rmt

mortar 1 :1 including neat cement finishing watering etc. complete.

5 Renovation of manhole by increasing the height at top including cost of 27.00 3407.74 No.

excavation, refitting of C. I manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the

purpose (except manhole frame and cover). For all type manhole by

providing RCC 1:2:4 Partition walls with required reinforcement 25cm

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

Total Amount Rs.

Total Amount Rs.

Add 18 % G.S.T Rs.

Add 3% Contigency Charges Rs.

Total Amount Rs.

Total Amount Rs.

NAME OF WORK : PROVIDING, ERECTING & INSTALLATION OF STREET LIGHT POLES

LOCATION : POLICE STATION TO VISHRAM HOTEL ROAD IN PARDI TOWN, DI. VALSAD

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

Total 1000.00 Mtr. 62.62 Mtr.

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

Total 100.00 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

(A)50 mm outer dia

Total 1080.00 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 800.00 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 160 to 270 V,Power Factor more than 0.95,

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.

(iii) Above 60 to 90 watts

Item No. & Description Qty. Unit Rate Per Amount

Total 40.00 Nos. 6088.28 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 1080.00 Mtr. 673.67 Mtr.

(B) 4 core 16 Sq. mm

Total 100.00 Mtr. 984.75 Mtr.

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 40.00 Nos. 270.68 Ea.

Pproviding and erecting Approved make Four pole moulded case

circuit breaker having breaking capacity ICU of 25 KA. at

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 2.00 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 erection of

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.

Item No. & Description Qty. Unit Rate Per Amount

(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 2.00 Sq.Mtr 17584.10 Sq.Mtr

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

approved make Earthing Electrode 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 submitted

[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 2.00 Nos. 5760.03 Ea.

Supplying and erecting approved make Conical Pole (Standard ) 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 with

required base plate and 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

terminationas erected on suitable foundation (included) with necessary

GI nut-bolts/J-Bolts. as per details given by manufacturer considering

site requirement.The length of poles are as below.

(E) 7 Mtr. Long 65mm Top X170 mm bottom dia, 3mm thickness.

Total 40.00 Nos. 10828.21 Ea.

Item No. & Description Qty. Unit Rate Per Amount

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

[A] Single Arm Bracket 2 Mtr.

Total 40.00 Nos. 795.88 Ea.

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

including excavation for the pole of size 60 x 60 x 120 cm. Deep in

below ground level with plinth of 45 cm x 45 cm(or 45 cm dia x

cm) high upper ground level with necessary curing and finishing in

approved manner. ( for 7.5 & 8/8.5 mtr pole)

Total 40.00 Ea. 1292.80 Ea.

Supplying & erecting approved make Digital time switch having

lithium cell 6 years operative and operate battery backup 1 channel day

clock with 14 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 2.00 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 2.00 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

Total 40.00 Nos. 823.15 Nos.

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

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

Item No. & Description Qty. Unit Rate Per Amount

Add 18% GST Charge Rs…...…......

Add 3% Contigency Charge Rs…...…......

Net Amount Rs. ..............