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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
3 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Officer DAHEGAM Nagar Seva Sadan, DAHEGAM
CONSTRUCTION OF BOX CULVERT, PVC PIPELINE, PAVER BLOCK AND CC ROAD WORK AT DIFFERENT 27 PLACES OF DAHEGAM NAGARPALIKA AREA AT DAHEGAM.
356306
38 OF 2026-27
Open
Civil Works - Roads
Fixed-rate
Gandhinagar
3 documents required · 3 mandatory
₹4,248
Chief Officer Dahegam Nagarpalika Dahegam
₹1.7 L
17 Oct 2026
17 Oct 2026
17 Oct 2026
3 Nov 2026
17 Oct 2026
Name Of Work :CONSTRUCTION OF BOX CULVERT, PVC PIPELINE, PAVER BLOCK AND CC ROAD
WORK AT DIFFERENT 27 PLACES OF DAHEGAM NAGARPALIKA AREA AT DAHEGAM.
Schedule-B1 :CONSTRUCTION OF C.C. ROAD FROM MAGANLAL AMIN HOUSE TO CHETAN BHAI AMIN
HOUSE AT AMINWADA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Dismentaling tiled of stone floors laid in mortar 960.00 Sqm 50.11
including stacking of serviceable materilas and
disposal of unserviceable materials with all lead
2 Box cutting the road surface to proper slope and 336.00 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
to 50 meters lead.
3 Supplying of crushed black stone metalchipping 144.00 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.
4 Providing and laying cement concrete 1:3:6 (1- 96.00 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
5 Repairing Existing M.H. Chamber 12.00 Nos. 1313.00
6 RCC precast M.H. Frame & Cover Manufacture, 12.00 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.
7 Providing and laying controlled cement concrete 144.00 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 960.00 Sq.M. 140.11
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 filter 12 28.80 Sq.M. 553.80
Total ( B1 ) :-
Schedule-B2 :CONSTRUCTION OF C.C. ROAD FROM RANJITSINH HOUSE TO VAKHAJI SANAJI HOUSE
AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 120.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 52.90 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
3 Providing and laying controlled cement concrete 79.35 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.
4 Providing & Laying M,S,Side Rail of road thickness 529.00 Sq.M 140.11
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.
5 Supplying premoulded bituminous joint filter 12 16.50 Sq.M 553.80
Total ( B2 ) :-
Schedule-B3 :CONSTRUCTION OF C.C. ROAD FROM GOPALSINH VAKHATSINH HOUSE TO
RADHANPUR NA CHHAPRA MAIN ROAD AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Filling in foundation and plinth with murrum or 333.00 Cu.M. 277.15
selected soil in layers of 20cm. thickness
including watering, ramming and consolidating
2 Providing and laying cement concrete 1:3:6 (1- 111.00 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
3 Providing and laying controlled cement concrete 166.50 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.
4 Providing & Laying M,S,Side Rail of road thickness 1110.00 Sq.M 140.11
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.
5 Supplying premoulded bituminous joint filter 12 33.30 Sq.M 553.80
Total ( B3 ) :-
Schedule-B4 :CONSTRUCTION OF C.C. ROAD AND PAVER BLOCK WORK AT KALAJI UDAJI HOUSE AT
RADHANPUR NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Filling in foundation and plinth with murrum or 114.00 Cu.M. 277.15
selected soil in layers of 20cm. thickness
including watering, ramming and consolidating
2 Box cutting the road surface to proper slope and 150.00 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
to 50 meters lead.
3 Construction of granular sub base by providing 90.00 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
4 Providing and laying cement concrete 1:3:6 (1- 105.00 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
6 Providing and laying controlled cement concrete 67.50 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.
7 Providing & Laying M,S,Side Rail of road thickness 450.00 Sq.M 140.11
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.
8 Supplying premoulded bituminous joint filter 12 13.50 Sq.M 553.80
9 Providing and fixing pre-cast Rubber Dye/ steel 600.00 Sq.M 706.90
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
11 Providing and fixing pre-cast concrete kerb stone 124.00 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 ( B4 ) :-
Schedule-B5 :CONSTRUCTION OF C.C. ROAD FROM DALPATSINH KADSINH HOUSE TO SCHOOL AT
BARIYA NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 131.25 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 52.50 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
3 Providing and laying controlled cement concrete 78.75 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.
4 Providing & Laying M,S,Side Rail of road thickness 525.00 Sq.M 140.11
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.
5 Supplying premoulded bituminous joint filter 12 15.75 Sq.M. 553.80
6 Filling in foundation and plinth with murrum or 54.00 Cu.M. 277.15
selected soil in layers of 20cm. thickness
including watering, ramming and consolidating
Schedule-B6 :CONSTRUCTION OF BOX CULVERT AT KESARPURA ROAD AT DAHEGAM
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for foundation upto 1.5M depth 72.00 Cu.M. 123.13
including dewatering, sorting out and stacking of
useful materials and disposing of the excavated
stuff upto all Lead.Loose or Soft Soil.
2 Excavation for foundation for depth from 1.5 m to 72.00 Cu.M. 136.30
3.0 m including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(A) Loose or soft soil
3 Providing and laying cement concrete 1:3:6 ( 1: 7.20 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
4 Providing and laying controlled cement concrete 24.19 Cu.M. 4346.88
M250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and
5 Providing formwork of ordinary timber planking 16.92 Sq.M 182.06
so as to give a rough finish including centering,
shuttering, strutting and propping and centering
below supporting floor to ceiling not exceeding
4M. And removal of the same for in sity reinforced
concrete and plain concrete work in
( A ) Foundation, footing, Base of Columns and
6 Providing and laying controlled cement concrete 22.04 Cu.M. 4657.08
M250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in
( B ) Walls, from top of foundation level upto floor
7 Providing formwork of ordinary timber planking 146.88 Sq.M 243.86
so as to give a rough finish including centering,
shuttering, strutting and propping and centering
below supporting floor to ceiling not exceeding
4M. And removal of the same for in sity reinforced
concrete and plain concrete work in
( C ) Vertical surface such as wall
8 Providing and laying cement concrete M250 and 14.40 Cu.M. 4630.46
curing complete excluding the cost of formwork
and reinforcement for reinforced concrete work
( c ) Shelves, Lintel ,Beams, slab, landing upto two
9 Providing formwork of ordinary timber planking 48.00 Sq.M. 267.25
so as to give a rough finish including centering,
shuttering, strutting and propping etc. height of
propping etc. height of propping and centering
below supporting floor to ceiling not exceeding
4M. And removal of the same for in sity reinforced
concrete and plain concrete work in
(B) Flat surfaces such as soffits of slab landings
(1) Floors etc. upto 200 mm in thickness
10 Providing TMT Bar FE 500D reinforcement for 6261.90 KG 77.29
R.C.C. Work including bending, binding and
placing in position complete upto floor two level
11 Filling available excavated earth ( excluding rock ) 72.00 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.
12 Providing and fixing to wall ceiling and floor 6.0kg 27.00 RMT 280.23
F/cm2 working pressure poluthene pipes of the
following outside dia low density complete with
specials flange compresion type fittings, wall clips
etc. including making good the wall ceiling and
13 Providing 20mm thick sand faced cement plaster 213.59 Sq.M 315.69
on walls upto height 10mt. Above ground level
consisting of 12mm thick backing coat of C.M. 1:3
( 1-cement : 3-sand ) and 8mm thick finishing cost
of C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.
14 Finishing Wall with Weather Proof Exterior 213.59 Sq.M 60.31
Emulsion Paint on wall Surface (Two Coats) to
give an required shape even shade after
throughly brushing the surface free from mortar
dropping and other foreign matter and sand
papered smooth.
Schedule-B7 :CONSTRUCTION OF PAVER BLOCK .AT NEAR DILIPBHAI DEVSHANKARBHAI TRIVEDI
HOUSE AT RAMAJI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 306.25 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 122.50 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
3 Providing and fixing pre-cast Rubber Dye/ steel 1,225.00 Sq.M 706.90
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.
4 Providing and fixing pre-cast concrete kerb stone 140.00 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.
Schedule-B8 :CONSTRUCTION OF PAVER BLOCK FROM BHARATSINH BARAIYA HOUSE TO
MAHOBBAT SINH HOUSE AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 100.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 40.00 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
3 Providing and fixing pre-cast Rubber Dye/ steel 400.00 Sq.M 706.90
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.
4 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.
Schedule-B9 :CONSTRUCTION C.C. ROAD FROM GRUHNIRMAN PRTATHMIK SHALA TO MANSURI
YUSUF BHAI HOUSE AT GUJARAT HOUSING BOARD AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition and disposal of 66.00 Cu.M. 639.73
unserviceable materials with all
lead and lift.(i) Unreinforced cement concrete.
2 Box cutting the road surface to proper slope and 26.40 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
to 50 meters lead.
3 Supplying of crushed black stone metalchipping 39.60 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
4 Providing and laying cement concrete 1:3:6 (1- 26.40 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
5 Repairing Existing M.H. Chamber 4.00 Nos. 1313.00
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 controlled cement concrete 39.60 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 264.00 Sq.M 140.11
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 filter 12 7.92 Sq.M 553.80
10 Providing and fixing pre-cast Rubber Dye/ steel 264.00 Sq.M 706.90
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.
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)
Schedule-B10 : PROVIDING AND FIXING PAVER BLOCK AT BHIMRAO AMBEDKAR CHOWK AT
BHIMPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Dismentaling tiled of stone floors laid in mortar 216.00 Sq.M 50.11
including stacking of serviceable materilas and
disposal of unserviceable materials with all lead
2 Box cutting the road surface to proper slope and 54.00 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
to 50 meters lead.
3 Providing and laying cement concrete 1:3:6 (1- 21.60 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
5 Providing and fixing pre-cast Rubber Dye/ steel 216.00 Sq.M 706.90
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 60.00 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.
7 Providing and fixing precast RCC garden Bench at 4.00 Nos. 5555.00
various locations of DAHEGAM. Each bench
consists of one back support and one bottom
support, with total length of 1370mm and height
of 950mm. Each bench is to be provided with
exterior emulsion of various colours and
including Transport as per directed by
Total ( B10) :-
Schedule-B11 : CONSTRUCTION OF C.C. ROAD FROM KRUPALBHAI AMIN HOUSE TO SHAILESH BHAI
HOUSE AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Dismentaling tiled of stone floors laid in mortar 160.00 Sqm 50.11
including stacking of serviceable materilas and
disposal of unserviceable materials with all lead
2 Box cutting the road surface to proper slope and 56.00 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
to 50 meters lead.
3 Supplying of crushed black stone metalchipping 24.00 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.
4 Providing and laying cement concrete 1:3:6 (1- 16.00 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
5 Providing and laying controlled cement concrete 24.00 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.
6 Providing & Laying M,S,Side Rail of road thickness 160.00 Sq.M. 140.11
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.
7 Supplying premoulded bituminous joint filter 12 4.80 Sq.M. 553.80
Total ( B11) :-
Schedule-B12 :PROVIDING AND FIXING PAVER BLOCK DINESH BHAI SHAH HOUSE TO
DR.MANUBHAI HOUSE AT GOR NI KHADKI AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Dismentaling tiled of stone floors laid in mortar 240.00 Sqm 50.11
including stacking of serviceable materilas and
disposal of unserviceable materials with all lead
2 Box cutting the road surface to proper slope and 60.00 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
to 50 meters lead.
3 Providing and laying cement concrete 1:3:6 (1- 24.00 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
4 Repairing Existing M.H. Chamber 4.00 Nos. 1313.00
5 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.
6 Providing and fixing pre-cast Rubber Dye/ steel 240.00 Sq.M 706.90
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 level
7 Providing and fixing pre-cast concrete kerb stone 83.00 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 ( B12) :-
Schedule-B13 :CONSTRUCTION OF CC ROAD AND PAVER BLOCK FROM KUNWARSINH SHOP TO
LATABEN HOUSE AT AUDA PLINTH AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 97.50 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
to 50 meters lead.
2 Supplying of crushed black stone metalchipping 40.50 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.
3 Providing and laying cement concrete 1:3:6 (1- 39.00 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
4 Providing and laying controlled cement concrete 40.50 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.
5 Providing & Laying M,S,Side Rail of road thickness 270.00 Cu.M. 140.11
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.
6 Supplying premoulded bituminous joint filter 12 8.10 Sq.M 553.80
7 Providing and fixing pre-cast Rubber Dye/ steel 120.00 Cu.M. 706.90
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.
8 Providing and fixing pre-cast concrete kerb stone 244.00 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 ( B13) :-
Schedule-B14 :PROVIDING & LAYING PVC PIPE LINE FROM PRATAPSINH THAKOR HOUSE TO
HIRAJI VAJAJI HOUSE AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for foundation upto 1.5 m depth 315.00 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
2 Providing and supplying in standard length ISI 210.00 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
3 Lowering, laying and jointing PVC pipes and 210.00 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
4 Filling available excavated earth ( excluding rock ) 315.00 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.
5 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.
6 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.
7 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
8 Job Work - Connection of new PVC pipe to Existing 2.00 Nos 5050.00
PVC/HDPE/MS/DI pipe including all materials &
9 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
Total ( B14) :-
Schedule-B15 : CONSTRUCTION OF C.C. ROAD AT RADHANPURA MAIN ROAD SIDE AT
RADHANPURA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 43.75 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 17.50 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
3 Providing and laying controlled cement concrete 26.25 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.
4 Providing & Laying M,S,Side Rail of road thickness 175.00 Sq.M. 140.11
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.
5 Supplying premoulded bituminous joint filter 12 5.25 Sq.M. 553.80
Total ( B15) :-
Schedule-B16 :CONSTRUCTION OF PAVER BLOCK AT JASIBEN DAULSINH HOUSE AT RADHANPURA
NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 50.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 20.00 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
3 Providing and fixing pre-cast Rubber Dye/ steel 200.00 Sq.M. 706.90
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.
4 Providing and fixing pre-cast concrete kerb stone 60.00 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 :CONSTRUCTION OF C.C. ROAD FROM GOPALSINH VAKHATSINH HOUSE TO
NAIMESHBHAI PATEL HOUSE AT RADHANPUR NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Filling in foundation and plinth with murrum or 182.50 Cu.M. 277.15
selected soil in layers of 20cm. thickness
including watering, ramming and consolidating
2 Construction of granular sub base by providing 150.00 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
3 Providing and laying cement concrete 1:3:6 (1- 75.00 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
4 Providing and laying controlled cement concrete 112.50 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.
5 Providing & Laying M,S,Side Rail of road thickness 750.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint filter 12 22.50 Sq.M. 553.80
Total ( B17) :-
Schedule-B18 :CONSTRUCTION OF PAVER BLOCK FROM SARDARSINH KANTISINH HOUSE TO
TAKATSINH ANDARSINH HOUSE AT LAXMIPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 105.00 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
to 50 meters lead.
2 Demolition and disposal of 7.50 Cu.M. 639.73
unserviceable materials with all
lead and lift.(i) Unreinforced concrete.
3 Providing and laying cement concrete 1:3:6 (1- 42.00 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
4 Providing and fixing pre-cast Rubber Dye/ steel 420.00 Sq.M. 706.90
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 94.00 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 ( B18) :-
Schedule-B19 :CONSTRUCTION OF PAVER BLOCK AT GANESHPURA MAIN NANA CHOCK AT NEAR
DIPESHWARY MATA MANDIR AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 63.75 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
to 50 meters lead.
2 Demolition and disposal of 7.50 Cu.M. 639.73
unserviceable materials with all
lead and lift.(i) Unreinforced concrete.
3 Providing and laying cement concrete 1:3:6 (1- 27.00 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
4 Providing and fixing pre-cast Rubber Dye/ steel 270.00 Sq.M. 706.90
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 109.00 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 : CONSTRUCTION OF C.C. ROAD FAT NEAR RAKESHBHAI AMBALAL HOUSE AT
GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 26.25 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 10.50 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
3 Providing and laying controlled cement concrete 15.75 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.
4 Providing & Laying M,S,Side Rail of road thickness 105.00 Sq.M. 140.11
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.
5 Supplying premoulded bituminous joint filter 12 3.15 Sq.M. 553.80
Total ( B20) :-
Schedule-B21:CONSTRUCTION OF C.C. ROAD FROM RUPSINH BHEMAJI PARMAR HOUSE TO
MADARINAGAR MAIN ROAD AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 75.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 30.00 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
3 Providing and laying controlled cement concrete 45.00 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.
4 Providing & Laying M,S,Side Rail of road thickness 300.00 Sq.M. 140.11
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.
5 Supplying premoulded bituminous joint filter 12 9.00 Sq.M. 553.80
Total ( B21) :-
Schedule-B22 :CONSTRUCTION OF PAVER BLOCK AT NEAR KRISHNABHAI THAKOR DUKAN AND
MAHAKALI PAN PARLOUR AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 131.25 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 52.50 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
3 Providing and fixing pre-cast Rubber Dye/ steel 525.00 Sq.M. 706.90
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.
4 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.
Total ( B22) :-
Schedule-B23 :CONSTRUCTION OF PAVER BLOCK AT NEAR ARVINDBHAI THAKOR HOUSE AT
GANEHSPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 62.50 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 25.00 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
3 Providing and fixing pre-cast Rubber Dye/ steel 250.00 Sq.M. 706.90
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.
4 Providing and fixing pre-cast concrete kerb stone 70.00 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 ( B23) :-
Schedule-B24 :CONSTRUCTION OF C.C. ROAD FROM DILIPSINH PARMAR HOUSE TO PRIMARY
SCHOOL AT GANESHPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 45.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 24.00 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
3 Providing and laying controlled cement concrete 36.00 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.
4 Providing & Laying M,S,Side Rail of road thickness 240.00 Sq.M. 140.11
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.
5 Supplying premoulded bituminous joint filter 12 7.20 Sq.M. 553.80
6 Filling in foundation and plinth with murrum or 36.60 Cu.M. 277.15
selected soil in layers of 20cm. thickness
including watering, ramming and consolidating
Total ( B24) :-
Schedule-B25 :CONSTRUCTION OF C.C. ROAD FROM SURESHBHAI SOLANKI HOUSE TO BHARATSINH
VAGHELA HOUSE AT ALUVA NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 10.00 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
to 50 meters lead.
2 Demolition including stacking of serviceable 50.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
3 Providing and laying cement concrete 1:3:6 (1- 20.00 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
4 Providing and laying controlled cement concrete 30.00 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.
5 Providing & Laying M,S,Side Rail of road thickness 200.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint filter 12 6.00 Sq.M. 553.80
7 Filling in foundation and plinth with murrum or 18.00 Cu.M. 277.15
selected soil in layers of 20cm. thickness
including watering, ramming and consolidating
Total ( B25) :-
Schedule-B26 :CONSTRUCTION OF C.C. ROAD FROM BADAJI MANGAJI ZALA HOUSE TO BABUJI
SOMAJI HOUSE AT RAMAJI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 75.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 30.00 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
3 Providing and laying controlled cement concrete 45.00 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.
4 Providing & Laying M,S,Side Rail of road thickness 300.00 Sq.M. 140.11
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.
5 Supplying premoulded bituminous joint filter 12 9.00 Sq.M. 553.80
Total ( B26) :-
Schedule-B27 :CONSTRUCTION OF PAVER BLOCK AT NEAR KESARPURA PRIMARY SCHOOL AT
KESARPURA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 400.00 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
to 50 meters lead.
2 Providing and laying cement concrete 1:3:6 (1- 160.00 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
3 Providing and fixing pre-cast Rubber Dye/ steel 1,600.00 Sq.M. 706.90
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.
4 Providing and fixing pre-cast concrete kerb stone 160.00 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 ( B27) :-
Total ( B1 to B27) :-
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1. Invitation-Tender Document-356306.pdf
2.SBD-2026-Tender Document-356306.pdf
3. Volume IB-Tender Document-356306.pdf
4. Special condition-Tender Document-356306.pdf
5. All GR -Tender Document-356306.pdf
6.Schedual B-Tender Document-356306.pdf
7. GR CORE CUTTING-Tender Document-356306.pdf
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