SJMMSVY UDP-78,MMSSY-(2024-25)&(2025-26)

Name Of Work : CONSTRUCTION OF C.C.ROAD,ROAD RESURFACING AND PAVER BLOCK AT

DIFFERENT DIFFERENT LOCATIONS OF TALOD. NAGARPALIKA AREA AT TALOD.

Schedule-B1 :CONSTRUCTION OF C.C. ROAD FROM PROFESSOR VIJAY VAGHELA HOUSE TO

NIJANAND CHOWK ROAD AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 195.30 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 104.63 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 69.75 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 104.63 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 8.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 8.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 104.63 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 697.50 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 20.93 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 41.85 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B1 ) :-

Schedule-B2 :CONSTRUCTION OF C.C. ROAD FROM COLLEGE MAINE ROAD TO PLOT NO-22 AT

LAXMIKUNJ SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 110.88 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 78.65 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 56.64 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 78.65 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 6.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 6.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 84.30 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 573.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 16.86 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 90.41 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B2 ) :-

Schedule-B3 :CONSTRUCTION OF C.C. ROAD FROM JAYANTI LAL HOUSE TO COLLEGE ROAD AT

LAXMIKUNJ SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 58.80 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 31.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 21.00 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 31.50 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 31.50 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 210.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 6.30 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 9.45 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B3 ) :-

Schedule-B4 :CONSTRUCTION OF C.C. ROAD FROM PRAJAPATI HOSTEL TO RAILWAY TUNNEL

ENTRY GATE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 197.12 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 105.60 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 70.40 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 105.60 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 8.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 8.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 105.60 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 704.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 21.12 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 55.00 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B4 ) :-

Schedule-B5 :CONSTRUCTION OF C.C. ROAD FROM FRONT OF VASANT LAL SHANTI LAL SONI

HOUSE AT AAM JANTA SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 25.20 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 24.30 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 15.60 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 24.30 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 22.50 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 150.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 4.50 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 8.10 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B5 ) :-

Schedule-B6 :CONSTRUCTION OF C.C. ROAD FROM SUSHILA BEN HOUSE TO TARUN BHAI HOUSE

AT AASHREY SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 280.00 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 150.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 100.00 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 150.00 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 10.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 10.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 150.00 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 1000.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 30.00 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 45.00 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B6 ) :-

Schedule-B7 :CONSTRUCTION OF C.C. ROAD FROM AMBE MATA CHOWK TO DILIP BHAI SHOP AT

TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 72.80 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 39.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 26.00 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 39.00 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 39.00 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 260.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 7.80 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 10.80 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

p Total ( B7 ) :-

Schedule-B8 :CONSTRUCTION OF C.C. ROAD FROM HITESH BHAI PANCHAL HOUSE TO COLLEGE

MAINE ROAD AT MISRY MARKET AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 170.10 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 91.13 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 60.75 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 91.13 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 7.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 7.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 91.13 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 607.50 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 18.23 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 36.45 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B8 ) :-

Schedule-B9 :CONSTRUCTION OF C.C. ROAD FROM SHANKARLAL PRAJAPATI HOUSE TO

POPATBHAI HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 42.84 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 22.95 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 15.30 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 22.95 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 4.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 4.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 22.95 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 153.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 4.59 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 10.13 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B9 ) :-

Schedule-B10 :CONSTRUCTION OF C.C. ROAD FROM IQBAL MANSURI HOUSE TO KALUBHAI

HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 19.71 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 10.56 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 7.04 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 10.56 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 10.56 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 70.40 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 2.11 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 4.95 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B10 ) :-

Schedule-B11 :ROAD REPAIRING WORK (PATCH WORK) FROM TALOD DHADH VASNA ROAD TO

BABU BHAI HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 52.00 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 41.60 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 20.80 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 41.60 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 31.20 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 208.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 6.24 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 14.63 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B11 ) :-

Schedule-B12 : CONSTRUCTION OF C.C. ROAD FROM TALOD HIMMATNAGAR HIGHWAY TO

TOWARD MARUTI RESIDENCY ROAD AT TALOD NAGARPALIKA

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable - Cu.M. 1081.84 -

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 843.20 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Supplying of crushed black stone metalchipping 148.80 Cu.M. 1205.93

etc. of hard stone of 50 mm size and 10mm to

12mm free of disintegrated piecesdeletarious and

organic matter ( for Bitumen surface dressing etc.

) and grading as per I.R.C. Code. and Spreading the

stone aggregate for rolling and W.B.M. including

filling the interstices to required camber and

gradient and Rolling and consolidation of soling

including filling in depression which occur during

the process, with power roler 8 tonne to 12 tonne.

4 Providing and laying cement concrete 1:3:6 ( 1: 77.50 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

5 Carting of surplus earth (2.0km. Lead ) 843.20 Cu.M. 62.48

6 Repairing Existing M.H. Chamber 15.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 15.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and laying cement concrete M250 and 93.00 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

9 Providing & Laying M,S,Side Rail of road thickness 620.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

10 Supplying premoulded bituminous joint 12 mm 18.60 Sq.M. 553.80

11 Filling, Foundation & Plinth with murrum or 279.00 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

12 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B12 ) :-

Schedule-B13 : ROAD REPAIRING WORK (PATCH WORK) FROM MANU BHAI HOUSE TO BALDEV

BHAI DHANEP HOUSE AT ARBUDANAGAR TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 121.91 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Providing and laying cement concrete 1:3:6 ( 1: 69.66 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

3 Repairing Existing M.H. Chamber 8.00 Nos 1317.53

4 RCC precast M.H. Frame & Cover Manufacture, 8.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

5 Providing and laying cement concrete M250 and 104.49 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

6 Providing & Laying M,S,Side Rail of road thickness 696.60 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

7 Supplying premoulded bituminous joint 12 mm 20.90 Sq.M. 553.80

8 Filling, Foundation & Plinth with murrum or 104.49 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

9 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B13 ) :-

Schedule-B14 : CONSTRUCTION OF C.C. ROAD FROM PRAVIN BHAI PATEL HOUSE TO DEVANAND

BHAI HOUSE AT MAHAVIR SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 55.44 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 29.70 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 19.80 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 29.70 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 29.70 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 198.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 5.94 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 16.20 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B14 ) :-

Schedule-B15 : CONSTRUCTION OF C.C. ROAD FROM FROM S.K. ALUMINIUM INDUSTRY TO

COLLEGE MAINE ROAD AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 141.12 Cu.M. 1081.84

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Box cutting the road surface to proper slope and 75.60 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 50.40 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 75.60 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 6.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 6.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 75.60 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 504.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 15.12 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 30.24 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B15 ) :-

Schedule-B16 :PROVIDING AND FIXING PAVER BLOCK FRONT OF VAKIL CHAMBER BUILDING AT

NEAR APMC TOWER AT TALOD NAGARPALIKA .

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 128.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Box cutting the road surface to proper slope and 32.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

3 Providing and laying cement concrete 1:3:6 (1- 16.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel 128.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

5 Providing and fixing pre-cast concrete kerb stone 48.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B16 ) :-

Schedule-B17 :PROVIDING AND FIXING PAVER BLOCK FRONT OF PRADHANMANTRI BHARTIYAN

JAN AUSHADHI KENDRA AT NEAR CIVIL HOSPITAL AT TALOD NAGARPALIKA .

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 200.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Box cutting the road surface to proper slope and 65.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

3 Providing and laying cement concrete 1:3:6 (1- 32.50 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel 260.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

5 Providing and fixing pre-cast concrete kerb stone 93.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B17 ) :-

Schedule-B18 :PROVIDING AND FIXING PAVER BLOCK FROM AMBIKA NAGAR GATE TO KIRAN

BEN ZALA HOUSE AT AMBIKA NAGAR AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 60.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 25.20 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 478.13 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 478.13 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 146.81 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 7.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 7.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 1062.50 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing and fixing pre-cast concrete kerb stone 267.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B18 ) :-

Schedule-B19 : PROVIDING AND FIXING PAVER BLOCK BEHIND JAIN DHARM SHALA AT TALOD

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 6.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 6.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 8.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Providing and laying cement concrete 1:3:6 (1- 4.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

5 Providing and fixing pre-cast Rubber Dye/ steel 40.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

6 Providing and fixing pre-cast concrete kerb stone 22.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B19 ) :-

Schedule-B20 :PROVIDING AND FIXING PAVER BLOCK AT KRISHN BHAGVAN MANDIR AT TALOD

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 25.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 15.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 45.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 45.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 32.13 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 225.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing and fixing pre-cast concrete kerb stone 100.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B20 ) :-

Schedule-B21 : PROVIDING AND FIXING PAVER BLOCK AT AAYUSHI FAMILY CARE HOSPITAL AT

TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 9.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 7.50 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 22.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 22.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 15.75 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 1.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 110.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing and fixing pre-cast concrete kerb stone 54.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B21 ) :-

Schedule-B22 : PROVIDING AND FIXING PAVER BLOCK AT NEAR CIVIL HOSITAL AT AANGANWADI

AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 25.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 7.50 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 157.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 157.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 60.25 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 450.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing and fixing pre-cast concrete kerb stone 190.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B22 ) :-

Schedule-B23 : PROVIDING AND FIXING PAVER BLOCK FROM DHULABHAI PRAJAPATI HOUSE TO

AMARATBHAI PRAJAPATI HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 19.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 8.55 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 11.97 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Providing and laying cement concrete 1:3:6 (1- 9.98 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

5 Providing and fixing pre-cast Rubber Dye/ steel 79.80 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

6 Providing and fixing pre-cast concrete kerb stone 43.90 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B23 ) :-

Schedule-B24 : PROVIDING AND FIXING PAVER BLOCK FROM RAJNI BHAI CLINIC TO KORE

MOBILE SHOP AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 9.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 2.88 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 11.25 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 11.25 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 4.50 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 45.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 53.60 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B24 ) :-

Schedule-B25 : PROVIDING AND FIXING PAVER BLOCK FROM MAHIYAL FEEDER TO ASHOK HAIR

CUTTING AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 25.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 3.20 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 27.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 27.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 10.80 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 108.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 68.00 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B25 ) :-

Schedule-B26 : PROVIDING AND FIXING PAVER BLOCK FROM AMBALAL PATEL HOUSE TO

PATIDAR BOARDING AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 20.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 4.20 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 85.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 85.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 34.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 340.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 178.00 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B26 ) :-

Schedule-B27 : PROVIDING AND FIXING PAVER BLOCK FROM GED ELECTRICAL DP TO

MAHENDRA BHAI MISTRY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 32.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 5.60 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 136.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 136.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 54.60 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 546.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 268.40 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B27 ) :-

Schedule-B28 : PROVIDING AND FIXING PAVER BLOCK FROM HONDA SHOWROOM TO PALAK

BEAUTY PARLOUR AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 32.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 20.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 110.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 110.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 44.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 4.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 4.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 440.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 228.00 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B28 ) :-

Schedule-B29 : PROVIDING AND FIXING PAVER BLOCK FROM PRUTHAK JOSHI TO PADMA

BHAVSAR AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 15.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 3.75 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 52.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 52.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 21.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 210.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 155.60 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B29 ) :-

Schedule-B30 : PROVIDING AND FIXING PAVER BLOCK FROM JITU BHAI PANCHAL HOUSE TO

VITHAL BHAI DAS HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 6.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 2.25 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 12.80 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 12.80 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 5.12 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 1.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 51.20 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 67.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B30 ) :-

Schedule-B31 : PROVIDING AND FIXING PAVER BLOCK FRONT OF RANJITSINH CONTROL AT

TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 4.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 1.80 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 18.20 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 18.20 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 7.28 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 1.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 72.80 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 61.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B31 ) :-

Schedule-B32 : PROVIDING AND FIXING PAVER BLOCK FROM PRABHATSINH HOUSE TO

VANRAJSINH HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 4.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 10.08 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 22.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 22.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 9.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 1.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 90.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 66.00 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B32 ) :-

Schedule-B33 : PROVIDING AND FIXING PAVER BLOCK FROM TALOD MODASA ROAD TO

PRABHATSINH HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 4.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 22.40 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 45.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 45.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 18.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 180.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 107.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B33 ) :-

Schedule-B34 : PROVIDING AND FIXING PAVER BLOCK BEHIND NAYAK BHAI HOUSE AT TALOD

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 4.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 2.52 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 15.40 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 15.40 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 6.16 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 1.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 61.60 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 60.40 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B34) :-

Schedule-B35 : PROVIDING AND FIXING PAVER BLOCK FROM KAMLESH BHAI HOUSE TO

NAYAKBHAI HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 25.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 7.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 44.20 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 44.20 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 17.68 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 176.80 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 146.40 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B35 ) :-

Schedule-B36 : PROVIDING AND FIXING PAVER BLOCK FROM JITUBHAI RATHOD HOUSE COAT AT

TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 4.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 1.12 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 14.30 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 14.30 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 5.72 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 1.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 57.20 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 49.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B36 ) :-

Schedule-B37 : PROVIDING AND FIXING PAVER BLOCK FROM JITU BHAI HOUSE TO GIRISH BHAI

HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 25.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 7.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 49.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 49.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 19.80 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 4.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 4.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 198.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 117.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B37 ) :-

Schedule-B38 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO RIGHT CLICK COMPLEX & MAHENDRA BHAI MISTRY HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 23.90 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 13.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 35.03 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 35.03 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 14.01 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 140.10 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 159.40 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B38 ) :-

Schedule-B39 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO MAHESHBHAI SHAH HOUSE & BHAKATI SELECTION AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 42.80 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 20.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 43.23 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 43.23 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 17.29 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 4.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 4.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 172.90 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 185.40 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B39 ) :-

Schedule-B40 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO BIPIN BHAI HOUSE & RAVI ENTERPRISE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 64.80 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 22.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 73.45 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 73.45 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 29.38 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 4.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 4.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 293.80 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 211.80 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B40 ) :-

Schedule-B41 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO HONDA SHOWROOM & MARUTI MOBILE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 28.90 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 11.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 66.20 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 66.20 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 26.48 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 264.80 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 195.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B 41) :-

Schedule-B42 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO VALLABH KUNJ SOCIETY ROAD AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 55.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 12.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 119.25 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 119.25 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 47.70 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 477.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 331.80 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B42 ) :-

Schedule-B43 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO PARAS SOCIETY ENTRY ROAD AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 20.90 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 4.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 56.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 56.00 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 22.40 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 224.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 171.20 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B 43) :-

Schedule-B44 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO DR.ATUL CLINIC AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 28.50 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 5.80 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 67.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 67.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 27.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 270.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 192.00 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B44 ) :-

Schedule-B45 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO TOWARD SHANTINGAR SOCIETY ENTRY ROADAT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 28.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 5.80 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 64.13 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 64.13 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 25.65 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 256.50 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 191.40 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B45) :-

Schedule-B46 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE TALOD MODASA MAIN

ROAD TO BHAVANI ENGINEERING & HARSHAD BHAI PATEL HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 86.60 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 25.00 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 128.35 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 128.35 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 51.34 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 513.40 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 309.80 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B46 ) :-

Schedule-B47 : PROVIDING AND FIXING PAVER BLOCK FROM BOTH SIDE PASHU DAWAKHANU

TO TALOD CIVIL COURT ROAD AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 60.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Demolition and disposal of unserviceable 22.40 Cu.M. 622.37

materials with all lead and lift.(i) Lime concrete.

3 Box cutting the road surface to proper slope and 92.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

4 Carting of surplus earth (2.0km. Lead ) 92.50 Cu.M. 62.48

5 Providing and laying cement concrete 1:3:6 (1- 37.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

7 RCC precast M.H. Frame & Cover Manufacture, 5.00 Nos 2316.94

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc. Heavy duty (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

8 Providing and fixing pre-cast Rubber Dye/ steel 370.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

9 Providing cement vata (10cm. x 10 cm. size) 744.00 RMT 24.29

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B47) :-

Schedule-B48 : PROVIDING AND FIXING PAVER BLOCK FRONT OF DR.RAJNI.V.SHAH AT NEAR

NAGARPALIKA ROAD AT TALOD NAGARPALIKA .

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 48.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Box cutting the road surface to proper slope and 12.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

3 Providing and laying cement concrete 1:3:6 (1- 6.00 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel 48.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

5 Providing and fixing pre-cast concrete kerb stone 28.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B48) :-

Schedule-B49 : PROVIDING AND FIXING PAVER BLOCK FRONT OF KANVI BEAUTY PARLOUR AT

NEAR NAGARPALIKA ROAD AT TALOD NAGARPALIKA .

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar 25.00 Sq.M. 48.98

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.As per directed by nagarpalika.

2 Box cutting the road surface to proper slope and 7.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-

3 Providing and laying cement concrete 1:3:6 (1- 3.75 Cu.M. 3095.25

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel 30.00 Sq.M. 706.93

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

5 Providing and fixing pre-cast concrete kerb stone 22.00 RMT 374.93

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B49 ) :-

Total (B1 to B49 ) :-