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Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
19 Feb 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer DAHEGAM Nagar Seva Sadan, DAHEGAM
CONSTRUCTION OF C.C. ROAD AND PVC PIPE LINE AT DIFFERENT 10 PLACES OF DAHEGAM NAGARPALIKA AT DAHEGAM.
269306
18 OF 2025-26
Open
Civil Works - Roads
Gandhinagar
3 documents required · 3 mandatory
₹4,248
Yes
Chief Officer Dahegam Nagarpalika Dahegam
₹2.5 L
Yes
24 Jan 2026
24 Jan 2026
24 Jan 2026
19 Feb 2026
24 Jan 2026
Name Of Work :CONSTRUCTION OF C.C. ROAD AND PVC PIPE LINE AT DIFFERENT 10 PLACES OF
DAHEGAM NAGARPALIKA AT DAHEGAM.
Schedule-B1 :CONSTRUCTION OF C.C. ROAD FROM AASHAPURA MATA MANDIR TO BALIYADEV
MANDIR VIA LALSINGH KALU SINGH HOUSE AT HAJURJI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 555.00 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 148.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 111.00 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 111.00 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 74.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 104.70 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 698.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 20.94 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 555.00 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.
Total ( B1 ) :-
Schedule-B2 :CONSTRUCTION OF C.C. ROAD FROM PRATAPSINH HOUSE TO LAXMIPURA PRATHMIK
SCHOOL AT LAXMIPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 543.75 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 145.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 108.75 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 108.75 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 72.50 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 102.75 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 685.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 20.55 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 543.75 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.
Total ( B2 ) :-
Schedule-B3 :CONSTRUCTION OF C.C. ROAD FROM VIRUSHINH GABHAJI HOUSE TO BHARATSINH
BHAVAN SINH HOUSE AT RAMAJI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 438.75 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 117.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 87.75 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 87.75 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 58.50 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 82.95 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 553.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 16.59 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 438.75 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.
Total ( B3 ) :-
Schedule-B4 :CONSTRUCTION OF C.C. ROAD FROM KESHARPURA PRIMARY SCHOOL TO LALSINGH AT
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 367.50 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 98.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 73.50 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 73.50 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 49.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 69.60 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 464.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 13.92 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 367.50 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.
Total ( B4 ) :-
Schedule-B5 :CONSTRUCTION OF C.C. ROAD FROM SANJAYSINH ANDARSINH HOUSE TO MADARI
NAGAR MAIN ROAD AT BEHIND GANESHPURA SCHOOL AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 288.38 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 76.90 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 57.68 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 57.68 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 38.45 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 54.23 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 361.50 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 10.85 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 288.38 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.
Total ( B5 ) :-
Schedule-B6 :CONSTRUCTION OF C.C. ROAD FROM NARSINH BHAVANSINH HOUSE TO MAIN DAMAR
ROAD AT RAMAJI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 249.00 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 66.40 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 49.80 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 49.80 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 33.20 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 46.80 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 312.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 9.36 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 249.00 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.
Schedule-B7 :CONSTRUCTION OF C.C. ROAD FROM NOOTAN FARM TO DAHEGAM UTKANTHESWAR
MAHADEV HIGHWAY ROAD AT NOOTAN FARM AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 2865.00 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 764.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 573.00 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 573.00 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 382.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 542.10 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 3614.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 108.42 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 2865.00 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.
Schedule-B8 :PROVIDING & LAYING PVC PIPE LINE FROM REVABEN KALAJI HOUSE TAND AMBALAL
PUNJAJI HOUSE TO MAIN ROAD AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Excavation for foundation upto 1.5 m depth 200.00 Cu.M. 123.13
including sorting out and stacking of
useful materials and disposing off the
excavated stuff upto 50 Meter lead.(A) Loose or
3 Providing and supplying in standard length ISI 200.00 R.M. 140.39
mark rigid unplasticised PVC pipes suitable for
potable water with ring fit joint including cost of
rings, as per IS specification no. 4985/1988
including all local and central taxes,
transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to the
departmental stores and including cost of
1.One coupler / ring shall be provided with each
full length pipe cost of which is included in rates
Test Pressure 6 Kg/cm2
4 Lowering, laying and jointing PVC pipes and 200.00 R.M. 17.17
specials of following class and diameter including
cost of conveyance from stores to site of works
including cost of labour, material, except cement
solvent, giving satisfactory hydraulic testing as
5 Filling available excavated earth ( excluding rock ) 200.00 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.
6 Providing and supplying ISI mark Cl D/F Sluice 2.00 Nos 2705.79
Valves , Butterfly Valves & Reflux Valves of
following class and diameter including all taxes,
insurance, transportation, freight charges, octroi,
Inspection charges, loading, unloading,
conveyance to departmental stores, stacking etc.
PN-1.6 With hand wheel /cap operated (PD type
(a) 80 mm dia S.V.
7 Lowering, laying and jointing in position following 2.00 Nos 404.00
C. I. / D/F Reflux valves, Butterfly valves, Sluice
valves and Air valves including cost
of all labour, jointing material,
including nut bolts and giving satisfactory
hydraulic testing, etc. complete.
(a) 80 mm dia S.V.
8 Manufacture, supply and delivery of cast iron 2.00 Nos 196.95
Detachable joints (shirt & long) competible with
joint flanges duly drilled, synthetic rubber sealing
rings manufactured from styrene butadine rubber
(SBR) and other required accessories such as nut,
bolts etc. conforming to IS specification 8794-
1988 or its latest revision if any suitable for use
with A.C. Pressure pipes. Delivery of joints
including its accessories including loading
inloading, carting.
Long Collar Over Size Suitable to PVC/HDPE
9 Job Work - Connection of new PVC pipe to 2.00 Nos 5050.00
Existing PVC/HDPE/MS/DI pipe including all
materials & labour etc.
10 Construction of valves chambers in brick or bela 2.00 Nos 9482.89
stone masonry, locally available in C. M. 1:6.
Foundation concrete 150 mm thick in C. C. 1:4:8
of trap metal size 25 mm to 40 mm thick, inside
cement plaster in C. M. 1:3 and cement pointing
outside in C. M. 1:3 and top cover of precast
RCC slab 100 mm thick (with key hole in two
parts, each with handles or MS Bar etc. complete
as given size) Upto 1 Mt. depth from G. L. to pipe
invert level incl. complete civil works but excl.
cost of excavation and refilling, with cast in situ
RCC slab in one single piece with fixing of CI-MH
Frame and cover (excl. cost of CI-MH Frame and
cover) with 23 mm thick brick masonry wall in
Size of chamber 1.30 m x 0.90 m and 1.0 mt deep
With precast slab in two parts 15 cm
Schedule-B9 :PROVIDING & LAYING PVC PIPE LINE FROM RATILAL HOUSE TO BHOPAJI HOUSE AT
GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 6.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Excavation for foundation upto 1.5 m depth 375.00 Cu.M. 123.13
including sorting out and stacking of
useful materials and disposing off the
excavated stuff upto 50 Meter lead.(A) Loose or
3 Providing and supplying in standard length ISI 250.00 R.M. 140.39
mark rigid unplasticised PVC pipes suitable for
potable water with ring fit joint including cost of
rings, as per IS specification no. 4985/1988
including all local and central taxes,
transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to the
departmental stores and including cost of
1.One coupler / ring shall be provided with each
full length pipe cost of which is included in rates
Test Pressure 6 Kg/cm2
4 Lowering, laying and jointing PVC pipes and 250.00 R.M. 17.17
specials of following class and diameter including
cost of conveyance from stores to site of works
including cost of labour, material, except cement
solvent, giving satisfactory hydraulic testing as
5 Filling available excavated earth ( excluding rock ) 375.00 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.
6 Providing and supplying ISI mark Cl D/F Sluice 1.00 Nos 2705.79
Valves , Butterfly Valves & Reflux Valves of
following class and diameter including all taxes,
insurance, transportation, freight charges, octroi,
Inspection charges, loading, unloading,
conveyance to departmental stores, stacking etc.
PN-1.6 With hand wheel /cap operated (PD type
(a) 80 mm dia S.V.
7 Lowering, laying and jointing in position following 1.00 Nos 404.00
C. I. / D/F Reflux valves, Butterfly valves, Sluice
valves and Air valves including cost
of all labour, jointing material,
including nut bolts and giving satisfactory
hydraulic testing, etc. complete.
(a) 80 mm dia S.V.
8 Manufacture, supply and delivery of cast iron 1.00 Nos 196.95
Detachable joints (shirt & long) competible with
joint flanges duly drilled, synthetic rubber sealing
rings manufactured from styrene butadine rubber
(SBR) and other required accessories such as nut,
bolts etc. conforming to IS specification 8794-
1988 or its latest revision if any suitable for use
with A.C. Pressure pipes. Delivery of joints
including its accessories including loading
inloading, carting.
Long Collar Over Size Suitable to PVC/HDPE
9 Job Work - Connection of new PVC pipe to 2.00 Nos 5050.00
Existing PVC/HDPE/MS/DI pipe including all
materials & labour etc.
10 Construction of valves chambers in brick or bela 1.00 Nos 9482.89
stone masonry, locally available in C. M. 1:6.
Foundation concrete 150 mm thick in C. C. 1:4:8
of trap metal size 25 mm to 40 mm thick, inside
cement plaster in C. M. 1:3 and cement pointing
outside in C. M. 1:3 and top cover of precast
RCC slab 100 mm thick (with key hole in two
parts, each with handles or MS Bar etc. complete
as given size) Upto 1 Mt. depth from G. L. to pipe
invert level incl. complete civil works but excl.
cost of excavation and refilling, with cast in situ
RCC slab in one single piece with fixing of CI-MH
Frame and cover (excl. cost of CI-MH Frame and
cover) with 23 mm thick brick masonry wall in
Size of chamber 1.30 m x 0.90 m and 1.0 mt deep
With precast slab in two parts 15 cm
Schedule-B10 :CONSTRUCTION OF C.C. ROAD FROM BHAVANSINGH SIVSINGH FARM TO DAHEGAM
LAVAD MAIN ROAD AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
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 3712.50 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 990.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMN and
compacting with vibratory roller to achive the
desired density complete.
4 Supplying of crushed black stone metalchipping 742.50 Cu.M. 1630.16
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.
5 Providing and laying spreading and compacting 742.50 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 495.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 711.00 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 4740.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
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 142.20 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 3712.50 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.
Total ( B10) :-
Total ( B1 to B10) :-
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1. Invitation-Tender Document-269306.pdf
2.SBD-2026-Tender Document-269306.pdf
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5. All GR -Tender Document-269306.pdf
6.Schedual B-Tender Document-269306.pdf
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