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Tender Value
₹23.4 L
EMD Value
₹23,400
Closing Date
10 Sept 2026, 6:00 pm
Chief Officer DAHEGAM Nagar Seva Sadan, DAHEGAM
CONSTRUCTION OF PERCOLATING WELL AT DIFFERENT DIFFERENT PLACES OF DAHEGAM NAGARPALIKA AT DAHEGAM.
339144
25 OF 2026-27
Open
Civil Works
Fixed-rate
Gandhinagar
3 documents required · 3 mandatory
₹1,062
Chief Officer Dahegam Nagarpalika Dahegam
₹23,400
26 Aug 2026
26 Aug 2026
26 Aug 2026
10 Sept 2026
26 Aug 2026
Name Of Work : CONSTRUCTION OF PERCOLATING WELL AT DIFFERENT DIFFERENT PLACES OF
DAHEGAM NAGARPALIKA AT DAHEGAM.
Schedule-B1 :CONSTRUCTION OF PERCOLATING WELL AT HARSHAD NAGAR AND JORAVAR NAGAR AT
DEHGAM NAGARPALIKA AREA.
Sr. No. Description Quantity Unit Rate Amount
1 Dimolition and disposal of unserviceable materials 0.45 Cu.M. 639.73
with all lead and lift .(ii) unreinforcement cement
2 Excavation for foundation upto 1.5M depth 52.77 Cu.M. 212.52
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
3 Excavation for foundation 1.5M to 3.0m depth 30.38 Cu.M. 235.05
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
4 Excavation for foundation 3M to 5.0m depth 5.06 Cu.M. 257.58
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
5 Providing and laying cement concrete 1:3:6 ( 1: 1.52 Cu.M. 3084.89
Cement : 3- Coarse Sand : 6- hand broken stone
aggregates 40mm nominal size) and curing
complete excluding cost of formwork in
(A) Foundation & Plinth
6 Providing and laying cement concrete M200 and 2.50 Cu.M. 4058.34
curing complete excluding the cost of formwork
and reinforcement for reinforced concrete work in
( A ) Foundation, footing, Base of Columns and
7 Brickwork using common burnt clay building 11.05 Cu.M. 4214.10
bricks having crushing strength not less than
35kg/Sq.cm. In foundation and plinth in Cement
mortar 1:6 ( 1-Cement :6- Fine Sand )
(B) Conventional
8 Filling available excavated earth ( excluding rock ) 88.21 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
9 Providing TMT Bar FE 500D reinforcement for 250.00 Kg 77.29
R.C.C. work including bending, binding and placing
in position complete upto floor two level
10 Drilling 250/300mm dia.Pllot bore at above 70.00 R.Mt. 568.63
village site in all strata by mud flush direct rotary
Ring from 0.00 mtr. To 230 mtrs.
11 Reaming of 250/300mm dia. Bore hole to 70.00 R.Mt. 347.44
following bore hole including assembling, joining,
lowering of housing casing strainer pipes and
other assemble item with gravel packing and other
assemble items with packing and clay ball packing
etc. (2)550dia.bore hole from 0.00 to 300mtrs.
12 Supply gravel of selected size 4mm to 10mm. 34.90 Cu.M. 2049.29
13 (B3)Development of tubewel: Development of 1.00 Job 27603.30
tubewell zone wise with 900 CFM/300 PSI (above
the depth of 250 mtr.) air compressor up to
availability of sand free discharge. The Air
compressor should run minimum for six hrs of
upto availability of sand free discharge.
14 (a) Supply of 250 mm dia. Cage type ‘’v’’ wire 70.00 R.Mt. 3088.58
wound law carbon galvenised screen pipe as per
GWSSB rate contract specification. (1) size of
mm (Heavy Grade)
15 (B) Steel bent pipes suitable to 250 mm dia. Size 40.00 Nos 91.71
pipe size 200mm X 150 mm X 6 mm
16 filling in foundation and plinth with brick Bats 6.84 Cu.M. 621.46
Chhara in layers of 20cm. thickness including
watering, remming and consolidating etc.
17 Constructing Manhole with RCC top slab in 1:2:4 4.00 Nos 19349.63
mix (1-Cement, 2-Coarse Sand, 4-graded stone
aggregate 20mm nominal size) foundation
concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-
Bick bats 40+50 mm size) inside plaster 15 mm.
thick with cement mortar 1:5 (1-cement , 5-coarse
Sand) finished with a floating coat of neat cement
and making channels in cement concrete 1:2:4 mix
(1-Cement, 2-Coarse Sand, 4-graded stone
aggregate 20mm nominal size) finished smooth
comlete including curing and festing (i) Inside size
900 mm x 1200 mm and 1.5 m. deep including C.I.
cover with frame size 560 mm diameter total
weightof cover & frame to be not less than 128 kgs
(Wt of cover 64 kg and wt of frame 64 kg) or
Bombay pattern jali (A) with 230 mm thick walls
of brick masonary using brick having crushing
strength not less than 35 kg/sq.cm. in cement
mortar 1:5 (1-cement , 5-coarse Sand)
(2) B Type depth 1.5 meter for 150 mm diameter
18 Supplying and fixing reinforced concrete heavy 10.00 R.Mt. 659.99
duty non-pressure pipes with collars for culverts
carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M.
1:2 watering and laying (to level or slopes) of class
NP3 of following internal diameters.
Total ( B1 ) :-
Schedule-B2 :CONSTRUCTION OF PERCOLATING WELL AT HOUSING BOARD AT DEHGAM
NAGARPALIKA AREA.
Sr. No. Description Quantity Unit Rate Amount
1 Dimolition and disposal of unserviceable materials 0.45 Cu.M. 639.73
with all lead and lift .(ii) unreinforcement cement
2 Excavation for foundation upto 1.5M depth 52.77 Cu.M. 212.52
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
3 Excavation for foundation 1.5M to 3.0m depth 30.38 Cu.M. 235.05
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
4 Excavation for foundation 3M to 5.0m depth 5.06 Cu.M. 257.58
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
5 Providing and laying cement concrete 1:3:6 ( 1: 1.52 Cu.M. 3084.89
Cement : 3- Coarse Sand : 6- hand broken stone
aggregates 40mm nominal size) and curing
complete excluding cost of formwork in
(A) Foundation & Plinth
6 Providing and laying cement concrete M200 and 2.50 Cu.M. 4058.34
curing complete excluding the cost of formwork
and reinforcement for reinforced concrete work in
( A ) Foundation, footing, Base of Columns and
7 Brickwork using common burnt clay building 11.05 Cu.M. 4214.10
bricks having crushing strength not less than
35kg/Sq.cm. In foundation and plinth in Cement
mortar 1:6 ( 1-Cement :6- Fine Sand )
(B) Conventional
8 Filling available excavated earth ( excluding rock ) 88.21 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
9 Providing TMT Bar FE 500D reinforcement for 250.00 Kg 77.29
R.C.C. work including bending, binding and placing
in position complete upto floor two level
10 Drilling 250/300mm dia.Pllot bore at above 70.00 R.Mt. 568.63
village site in all strata by mud flush direct rotary
Ring from 0.00 mtr. To 230 mtrs.
11 Reaming of 250/300mm dia. Bore hole to 70.00 R.Mt. 347.44
following bore hole including assembling, joining,
lowering of housing casing strainer pipes and
other assemble item with gravel packing and other
assemble items with packing and clay ball packing
etc. (2)550dia.bore hole from 0.00 to 300mtrs.
12 Supply gravel of selected size 4mm to 10mm. 34.90 Cu.M. 2049.29
13 (B3)Development of tubewel: Development of 1.00 Job 27603.30
tubewell zone wise with 900 CFM/300 PSI (above
the depth of 250 mtr.) air compressor up to
availability of sand free discharge. The Air
compressor should run minimum for six hrs of
upto availability of sand free discharge.
14 (a) Supply of 250 mm dia. Cage type ‘’v’’ wire 70.00 R.Mt. 3088.58
wound law carbon galvenised screen pipe as per
GWSSB rate contract specification. (1) size of
mm (Heavy Grade)
15 (B) Steel bent pipes suitable to 250 mm dia. Size 40.00 Nos 91.71
pipe size 200mm X 150 mm X 6 mm
16 filling in foundation and plinth with brick Bats 6.84 Cu.M. 621.46
Chhara in layers of 20cm. thickness including
watering, remming and consolidating etc.
17 Constructing Manhole with RCC top slab in 1:2:4 4.00 Nos 19349.63
mix (1-Cement, 2-Coarse Sand, 4-graded stone
aggregate 20mm nominal size) foundation
concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-
Bick bats 40+50 mm size) inside plaster 15 mm.
thick with cement mortar 1:5 (1-cement , 5-coarse
Sand) finished with a floating coat of neat cement
and making channels in cement concrete 1:2:4 mix
(1-Cement, 2-Coarse Sand, 4-graded stone
aggregate 20mm nominal size) finished smooth
comlete including curing and festing (i) Inside size
900 mm x 1200 mm and 1.5 m. deep including C.I.
cover with frame size 560 mm diameter total
weightof cover & frame to be not less than 128 kgs
(Wt of cover 64 kg and wt of frame 64 kg) or
Bombay pattern jali (A) with 230 mm thick walls
of brick masonary using brick having crushing
strength not less than 35 kg/sq.cm. in cement
mortar 1:5 (1-cement , 5-coarse Sand)
(2) B Type depth 1.5 meter for 150 mm diameter
18 Supplying and fixing reinforced concrete heavy 10.00 R.Mt. 659.99
duty non-pressure pipes with collars for culverts
carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M.
1:2 watering and laying (to level or slopes) of class
NP3 of following internal diameters.
Total ( B2 ) :-
Schedule-B3 :CONSTRUCTION OF PERCOLATING WELL AT KHAJURI TALAVADI AND MALAV TALAV AT
DEHGAM NAGARAPALIKA AREA.
Sr. No. Description Quantity Unit Rate Amount
1 Dimolition and disposal of unserviceable materials 0.45 Cu.M. 639.73
with all lead and lift .(ii) unreinforcement cement
2 Excavation for foundation upto 1.5M depth 52.77 Cu.M. 212.52
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
3 Excavation for foundation 1.5M to 3.0m depth 30.38 Cu.M. 235.05
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
4 Excavation for foundation 3M to 5.0m depth 5.06 Cu.M. 257.58
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Loose or Soft Soil.
5 Providing and laying cement concrete 1:3:6 ( 1: 1.52 Cu.M. 3084.89
Cement : 3- Coarse Sand : 6- hand broken stone
aggregates 40mm nominal size) and curing
complete excluding cost of formwork in
(A) Foundation & Plinth
6 Providing and laying cement concrete M200 and 2.50 Cu.M. 4058.34
curing complete excluding the cost of formwork
and reinforcement for reinforced concrete work in
( A ) Foundation, footing, Base of Columns and
7 Brickwork using common burnt clay building 11.05 Cu.M. 4214.10
bricks having crushing strength not less than
35kg/Sq.cm. In foundation and plinth in Cement
mortar 1:6 ( 1-Cement :6- Fine Sand )
(B) Conventional
8 Filling available excavated earth ( excluding rock ) 88.21 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
9 Providing TMT Bar FE 500D reinforcement for 250.00 Kg 77.29
R.C.C. work including bending, binding and placing
in position complete upto floor two level
10 Drilling 250/300mm dia.Pllot bore at above 70.00 R.Mt. 568.63
village site in all strata by mud flush direct rotary
Ring from 0.00 mtr. To 230 mtrs.
11 Reaming of 250/300mm dia. Bore hole to 70.00 R.Mt. 347.44
following bore hole including assembling, joining,
lowering of housing casing strainer pipes and
other assemble item with gravel packing and other
assemble items with packing and clay ball packing
etc. (2)550dia.bore hole from 0.00 to 300mtrs.
12 Supply gravel of selected size 4mm to 10mm. 34.90 Cu.M. 2049.29
13 (B3)Development of tubewel: Development of 1.00 Job 27603.30
tubewell zone wise with 900 CFM/300 PSI (above
the depth of 250 mtr.) air compressor up to
availability of sand free discharge. The Air
compressor should run minimum for six hrs of
upto availability of sand free discharge.
14 (a) Supply of 250 mm dia. Cage type ‘’v’’ wire 70.00 R.Mt. 3088.58
wound law carbon galvenised screen pipe as per
GWSSB rate contract specification. (1) size of
mm (Heavy Grade)
15 (B) Steel bent pipes suitable to 250 mm dia. Size 40.00 Nos 91.71
pipe size 200mm X 150 mm X 6 mm
16 filling in foundation and plinth with brick Bats 6.84 Cu.M. 621.46
Chhara in layers of 20cm. thickness including
watering, remming and consolidating etc.
17 Constructing Manhole with RCC top slab in 1:2:4 4.00 Nos 19349.63
mix (1-Cement, 2-Coarse Sand, 4-graded stone
aggregate 20mm nominal size) foundation
concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-
Bick bats 40+50 mm size) inside plaster 15 mm.
thick with cement mortar 1:5 (1-cement , 5-coarse
Sand) finished with a floating coat of neat cement
and making channels in cement concrete 1:2:4 mix
(1-Cement, 2-Coarse Sand, 4-graded stone
aggregate 20mm nominal size) finished smooth
comlete including curing and festing (i) Inside size
900 mm x 1200 mm and 1.5 m. deep including C.I.
cover with frame size 560 mm diameter total
weightof cover & frame to be not less than 128 kgs
(Wt of cover 64 kg and wt of frame 64 kg) or
Bombay pattern jali (A) with 230 mm thick walls
of brick masonary using brick having crushing
strength not less than 35 kg/sq.cm. in cement
mortar 1:5 (1-cement , 5-coarse Sand)
(2) B Type depth 1.5 meter for 150 mm diameter
18 Supplying and fixing reinforced concrete heavy 10.00 R.Mt. 659.99
duty non-pressure pipes with collars for culverts
carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M.
1:2 watering and laying (to level or slopes) of class
NP3 of following internal diameters.
Total ( 1 nos ) :-
Total ( B3 ) for 2 nos :-
Total ( B1 to B3) :-
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