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Tender Value
₹45.1 L
EMD Value
₹45,200
Closing Date
25 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer TALOD Nagar Seva Sadan, TALOD
ROAD REPAIRING WORK (PATCH WORK) AT DIFFERENT DIFFERENT 6 LOCATIONS OF TALOD. NAGARPALIKA AREA AT TALOD.
283685
38 OF 2025-26
Open
Civil Works
Sabarkantha
4 documents required · 4 mandatory
₹1,500
Yes
Chief Officer TALOD Nagar Seva Sadan, TALOD
₹45,200
Yes
6 Mar 2026
6 Mar 2026
6 Mar 2026
25 Mar 2026
6 Mar 2026
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 ) :-
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1. Invitation Tender Document-283685.pdf
2.SBD-2026 Tender Document-283685.pdf
3. Volume IB Tender Document-283685.pdf
4. Special condition Tender Document-283685.pdf
5 All GR Tender Document-283685.pdf
6.Schedual B Tender Document-283685.pdf
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