SJMMSSY-(2021-22) & (2025-26)

Name Of Work : ROAD REPAIRING WORK (PATCH WORK) AT DIFFERENT DIFFERENT 6 LOCATIONS

OF TALOD. NAGARPALIKA AREA AT TALOD.

Schedule-B1 :ROAD REPAIRING WORK (PATCH WORK) FROM HEM BHAI HOUSE TO COLLEGE ROAD

AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 123.75 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 74.25 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-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 49.50 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

4 Carting of surplus earth (2.0km. Lead ) 74.25 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 74.25 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 495.00 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 14.85 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 33.75 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:ROAD REPAIRING WORK (PATCH WORK) FROM TALOD DHADH VASNA ROAD TO

NIRMAL KUMAR HOUSE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 142.50 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 85.50 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 Carting of surplus earth (2.0km. Lead ) 85.50 Cu.M. 62.48

4 Providing and laying cement concrete 1:3:6 ( 1: 57.00 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

5 Repairing Existing M.H. Chamber 5.00 Nos 1317.53

6 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

7 Providing and laying cement concrete M250 and 85.50 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 570.00 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 17.10 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 228.00 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 ( B2 ) :-

Schedule-B3:ROAD REPAIRING WORK (PATCH WORK) FROM PRATAP SINH ZALA HOUSE TO POYDA

GAAM MAINE ROAD NEAR AANGANWADI AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 225.75 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 135.45 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-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 90.30 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 ) 135.45 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 135.45 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 903.00 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 27.09 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 47.25 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:ROAD REPAIRING WORK (PATCH WORK) FROM HIMMAT NAGAR HIGHWAY ROAD TO

NILKANTH RESTURANT AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 32.25 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 19.35 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-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 12.90 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 ) 19.35 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 1.00 Nos 1317.53

6 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

7 Providing and laying cement concrete M250 and 19.35 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 129.00 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 3.87 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 6.75 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:ROAD REPAIRING WORK (PATCH WORK) FROM R.V.SOLANKI HOUSE TO COMMUNITY

HALL AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 64.00 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 38.40 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-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 25.60 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 ) 38.40 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 38.40 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 256.00 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 7.68 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 18.00 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 ( B5 ) :-

Schedule-B6:ROAD REPAIRING WORK (PATCH WORK) FROM R.V.SOLANKI HOUSE TO NIJANAND

CHOWK AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 161.25 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 96.75 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: 64.50 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

4 Carting of surplus earth (2.0km. Lead ) 96.75 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 96.75 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 645.00 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 19.35 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 33.75 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 ) :-

Total ( B1 TO B6 ) :-