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Tender Value
₹5.2 L
EMD Value
₹50,000
Closing Date
15 Apr 2026, 6:00 pmClosed
Executive Engineer, Sabarantha R & B Panchayat Division, Himmatnagar
Providing Road Materials / Labours / Machineries / Paver Works on Various Road, Ta. - Khedbrahma / Poshina Dist. - Sabarkantha
292855
SK 03/2025-26
Open
Civil Works - Roads
Works
Sabarkantha
₹1,500
Executive Engineer, Panchayat R & B Division, Himatnagar
₹50,000
1 Apr 2026
1 Apr 2026
1 Apr 2026
15 Apr 2026
1 Apr 2026
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
1 Clearing and grubbing road land including 1.00 84256.67 Hect.
uprooting rank vegetation, grass bushes,
shrubs, saplings and trees girth up to 300 mm
removal of stumps of tress cut earlier and
disposal of unserviceable materials.(A) By
Manual means in area of light jungle.
2 Clearing and grubbing road land including 1.00 112342.22 Hect.
uprooting rank vegetation, grass bushes,
shrubs, saplings and trees girth up to 300 mm
removal of stumps of tress cut earlier and
disposal of unserviceable materials.(B) By
Manual in area of thorny jungle.
3 Clearing and grubbing road land including 1.00 28455.09 Hect.
uprooting rank vegetation grass bushes,
shrubs,sapling and trees girth up to 300 mm
removal of stumps of trees cut earlier and
disposal of unserviceable materials (C) By
mechanical means in area of light jungle
4 Clearing and grubbing road land including 1.00 34889.38 Hect.
uprooting rank vegetation grass
bushes,shrubs,sapling and trees girth up to
300 mm removal of stumps of trees cut earlier
and disposal of unserviceable materials(D) By
mechanical means in area of thorny jungle
5 Earthwork for embankment including breaking 1.00 169.28 Cum
clods, dressing with all lead and lift (excluding
watering and consolidation)(E) From Borrow
area within 3.0 Km. lead
6 Earthwork for embankment including breaking 1.00 157.91 Cum
clods, dressing with all lead and lift (excluding
watering and consolidation)(C) From Borrow
area within 1.0 Km.lead
7 Box cutting the road surface to proper slope 1.00 109.05 Cum
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed
upto 50Mt.lead.
8 Providing Sona Geru and Lime on Tree of 1.00 80.80 No
road side as directed by engineer in
charge.(A) Girth Upto 300 mm
9 Providing Sona Geru and Lime on Tree of 1.00 101.00 No
road side as directed by engineer in
charge.(A) Girth Above 300 mm
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
10 Rolling and consolidation of soling including 1.00 22.75 Sqmt
filling in depression which occur during the
process, with power roler 8 tonne to 12 tonne.
11 Watering of earth work as directed. 1.00 9.45 Cum
12 Scarifying gravelled macadam or bitumen 1.00 41.60 Sqm
macadam surface 6 cm to 10 cm.depth
including stacking useful materials on road
side and disposing off remaining stuff.
13 Earthwork in cuting in all sorts of soil and soft 1.00 250.53 CUM.
murrum including conveying and spreading
the stuff, embankment as and where directed
within 200meters from the end of the cutting
with all required lead and lift.
14 Earthwork in cutting including preparing the 1.00 500.04 CUM.
slope and camber andstacking or utilising the
cutting stuff in bank as directed upto
Meters from the end of cutting with all lead
and lift.(i) Hard murrum.
15 Providing, laying, and compacting Quarry 1.00 680.98 CUM
spall for Road side shoulders including
spreading in uniform thickness, including
rolling with vibratory roller 80-100 kN static wt.
to proper grade and camber including
watering etc. complete
16 Providing, laying, and compacting Hard 1.00 508.15 CUM
murrum for Road side shoulders including
spreading in uniform thickness, including
rolling with vibratory roller 80-100 kN static wt.
to proper grade and camber including
watering etc. complete
17 Collecting , carting and stacking Quarry Spall 1.00 621.90 CUM
on road site including spreading the same etc.
18 Collecting , carting and stacking Hard Murrum 1.00 449.07 CUM
on road site including spreading the same etc.
19 Providing laying and spreading Granular 1.00 1275.90 Cum
materials for Sub base as a 45 to 22.4 mm
size M/C metal in required proportion so as to
have mix material gradation of grade II,
including spreading in uniform thickness,
rolling with vibratory roller 80-100 kN static wt.
to proper grade and camber including
watering etc. complete
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
20 Providing laying and spreading Granular 1.00 835.71 Cum
materials for Sub base as a Unscreen
Graval/Natural in required proportion so as to
have mix material gradation of grade II,
including spreading in uniform thickness,
rolling with vibratory roller 80-100 kN static wt.
to proper grade and camber including
watering etc. complete
21 Providing, laying, spreading and compacting 1.00 1452.33 Cum
stone aggregates of specific sizes to water
bound macadam specification including
spreading in uniform thickness, hand packing
, rolling with vibratory roller 80-100 kN static
wt. to proper grade and camber, applying and
brooming, stone screening/binding materials
to fill-up the interstices of coarse aggregate,
watering and compacting etc. complete as per
Specifcation. 45 to 90mm size B.T. Metal
22 Providing, laying, spreading and compacting 1.00 1381.40 Cum
stone aggregates of specific sizes to water
bound macadam specification including
spreading in uniform thickness, hand packing
, rolling with vibratory roller 80-100 kN static
wt. to proper grade and camber, applying and
brooming, stone screening/binding materials
to fill-up the interstices of coarse aggregate,
watering and compacting etc. complete as per
Specifcation. 45 to 63mm size M.C. Metal
23 Providing, Carting and Stacking graded stone 1.00 1275.31 Cum
aggregate to Wet Mix Macadam (WMM)
specification including premixing the material
with water at OMC in Mechanical Mixer (Pug
Mill) carriage of mixed material by tripper to
site including spreading the same etc.
24 Supplying of grit with all lead and lift as 1.00 755.10 Cum
instructed by engineer incharge
25 Supplying of stone dust with all lead and lift as 1.00 499.71 Cum
instructed by engineer incharge
26 Supplying natural unscreen gravel with all 1.00 510.71 Cum
lead and lift as instructed by engineer
27 Supplying Metal 25 mm to 40 mm with all lead 1.00 768.49 Cum
and lift as instructed by engineer incharge
28 Supplying Metal 45 mm to 90 mm with all lead 1.00 821.66 Cum
and lift as instructed by engineer incharge
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
29 Supplying Metal 40 mm to 63 mm with all lead 1.00 821.66 Cum
and lift as instructed by engineer incharge
30 Spreading the stone aggregate for rolling and 1.00 261.93 Cum
W.B.M. including filling the interstices to
required camber and gradient (excluding
spreading of Blindage) for all Aggregates
31 Providing & laying 37.50mm thick Bituminous 1.00 2491.33 MT
grout base course with asphalt VG-30 for
tack coat @ 2.5 kg./ 10 Sqmt WBM surface
and using B.T. stone aggregate as per
required gradation with asphalt of VG-30
grade at the rate of 1.99% i.e. 19.90 Kg/ M.T.
including heating & mixing in drum mix plant
transporting the mix spreading the same by
paver finisher and consolidation by vibratory
roller as per MORT&H specification including
cost of all materials fuel, labours, tools and
plant etc using contractors own drum mix
plant etc. comp.
32 Providing & laying 37.50mm thick Bituminous 1.00 2915.93 MT
grout base course using B.T. stone
aggregate as per required gradation with
asphalt of VG-30 grade at the rate of 1.99%
i.e. 19.90 Kg/ M.T. including heating & mixing
in drum mix plant transporting the mix
spreading the same by Manual Labour and
consolidation by vibratory roller as per
MORT&H specification including cost of all
materials fuel, labours, tools and plant etc
using contractors own drum mix plant etc.
33 Providing & laying 37.50mm thick Bituminous 1.00 2881.89 MT
grout base course using B.T. stone aggregate
as per required gradation with asphalt of VG-
30 grade at the rate of 1.99% i.e. 19.90 Kg/
M.T. including heating & mixing in drum mix
plant transporting the mix spreading the same
by Manual Labour as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc using
contractors own drum mix plant etc. comp.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
34 Providing and laying 25 mm thick premix 1.00 3286.77 MT
asphalt carpet using 0.66 cmt per 1 MT.mix
with M.C. stone agg. & asphalt for tack coat
@ rate of 2.50 kg / 10 smt. & using
asphalt VG-30 of 33.60 kg .ie. 3.36 % by
Drum Mix Plant & spreading the same by
paver finisher and consolidation by with
vibratory roller 80 to 100 KN. static wt. incl.
providing all equipments tools and plants, fire
wood, oil, kerosene, labour charges etc.
complete with contractor's own machineries,
etc. complete
35 Providing and laying 25 mm thick premix 1.00 3633.16 MT
asphalt carpet using 0.66 cmt per 1 MT.mix
with M.C. stone agg. using asphalt VG-30 of
33.60 kg .ie. 3.36 % by Drum Mix Plant &
spreading the same by Manual Labour and
consolidation by with vibratory roller 80 to
KN. static wt. incl. providing all equipments
tools and plants, fire wood, oil, kerosene,
labour charges etc. complete with contractor's
own machineries, etc. complete
36 Providing and laying 25 mm thick premix 1.00 3590.62 MT
asphalt carpet using 0.66 cmt per 1 MT.mix
with M.C. stone agg. using asphalt VG-30 of
33.60 kg .ie. 3.36 % by Drum Mix Plant &
spreading the same by Manual Labour.
providing all equipments tools and plants, fire
wood, oil, kerosene, labour charges etc.
complete with contractor's own machineries,
etc. complete
37 Providing and laying bitumenous Seal coat 1.00 3542.37 MT
0.18 cmt / 10 smt. with machine crushed
aggregate using 45.00 kg. VG-30 of bitumen
per M.T. of total weight of mix agg. (4.50 % of
total weight of mix) by drum mix plant and
spreading the same by paver finisher and
consolidation with vibratory roller 80 to
KN static wt. incl. providing all materials
equipments, tools and plants, fire wood, oil,
kerosene, labour charges etc. comp &
flushing sand @ rate of
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
38 Providing and laying bitumenous Seal coat 1.00 4149.12 MT
0.18 cmt / 10 smt. with machine crushed
aggregate using 45.00 kg. VG-30 of bitumen
per M.T. of total weight of mix agg. (4.50 % of
total weight of mix) by drum mix plant and
spreading the same by Manual Labour and
consolidation with vibratory roller 80 to
KN static wt. incl. providing all materials
equipments, tools and plants, fire wood, oil,
kerosene, labour charges etc. comp &
flushing sand @ rate of
39 Providing and laying bitumenous Seal coat 1.00 4106.58 MT
0.18 cmt / 10 smt. with machine crushed
aggregate using 45.00 kg. VG-30 of bitumen
per M.T. of total weight of mix agg. (4.50 % of
total weight of mix) by drum mix plant and
spreading the same by Manual Labour.
providing all materials equipments, tools and
plants, fire wood, oil, kerosene, labour
charges etc. comp & flushing sand @ rate of
40 Providing & laying 37.50mm thick Bituminous 1.00 3189.28 MT
macadam with VG-30 bitumen for av.tack
coat @ 2.50 kg / 10 smt. on W.B.M surface
and using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at
the rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight
mix including heating & mixing in drum mix
plant transporting the mix spreading the same
by paver finisher and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
41 Providing & laying 37.50mm thick Bituminous 1.00 3630.29 MT
macadam using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at
the rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight
mix including heating & mixing in drum mix
plant transporting the mix spreading the same
by Manual Labour and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
42 Providing & laying 37.50mm thick Bituminous 1.00 3587.75 MT
macadam using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at
the rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight
mix including heating & mixing in drum mix
plant transporting the mix spreading the same
by Manual Labour as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc using
contractors own drum mix plant etc. comp.
43 Providing & laying 20mm thick premix seal 1.00 3874.54 MT
surfacing using specified graded machine
crushed aggregates with VG-30 grade
bitumen at the rate of 5.1 % i.e. 51.0 Kg/ M.T.
by weight mix including heating & mixing in
drum mix plant transporting the mix spreading
the same by paver finisher and consolidation
by vibratory roller as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc. comp. and
flushind sand @ rate of 0.30 cmt / 100 smt.
44 Providing & laying 20mm thick premix seal 1.00 4481.29 MT
surfacing using specified graded machine
crushed aggregates with VG-30 grade
bitumen at the rate of 5.1 % i.e. 51.0 Kg/ M.T.
by weight mix including heating & mixing in
drum mix plant transporting the mix spreading
the same by Manual Labour and consolidation
by vibratory roller as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc. comp. and
flushind sand @ rate of 0.30 cmt / 100 smt.
45 Providing & laying 20mm thick premix seal 1.00 4438.75 MT
surfacing using specified graded machine
crushed aggregates with VG-30 grade
bitumen at the rate of 5.1 % i.e. 51.0 Kg/ M.T.
by weight mix including heating & mixing in
drum mix plant transporting the mix spreading
the same by Manual Labour as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc. comp. and
flushind sand @ rate of 0.30 cmt / 100 smt.
46 Providing and applying priming coat, using 1.00 71.15 Sqmt
SS1 emulsion bitumen at the rate 7.5 kg. /
sq.m. on water bound macadam / W.M.M.
surface including cleaning the surface etc.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
47 Providing & laying Tack Coat on surface with 1.00 17.19 Sqmt
Bitumen grade of VG-30 at the rate of 2.5 Kg
/ 10 Sqmt by Mechanical sprayer/Manual
comp. & brushing the surface
48 Providing & laying Tack Coat on surface with 1.00 17.26 Sqmt
Bitumen grade of RS 1 at the rate of 2.5 Kg /
10 Sqmt by Mechanical sprayer/Manual
comp. & brushing the surface
49 Providing & laying Asphalt painting on B.T. 1.00 31.91 Sqmt
surface with Bitumen grade of VG-30 at the
rate of 5.0 Kg / 10 Sqmt by Mechanical
sprayer & spreading stone dust on painting
surface of road @ 0.03 cum/10sqmt & rolling
etc. comp. & brushing the surface
50 Providing & fixing ordinary Kilometre stone of 1.00 1293.39 No.
pre cast C.C. 1:2:4 including necessary
reinforcement per I.R.C type design fixing in
C.C. 1:4:8 including painting, lettering etc.
51 Providing and fixing 5th Kilometer stone of 1.00 1935.15 No.
precast C.C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in
C.C. 1:4:8 including painting,lettering etc.
52 Providing and fixing Hectometer as per I.R.C. 1.00 356.50 No.
type design including painting, lettering etc.
complete.(ii) Fixing in C.C. 1:5:10
53 Providing and fixing indicator stone of 1.00 343.27 No.
approved stoneas per I.R.C. type design in
C.C. 1:4:8 including white washing etc.
complete.(ii) Fixing in C.C. 1:5:10
54 Providing and fixing guard stone as per I.R.C. 1.00 350.80 No.
type design including white washing etc.
complete.(ii) Fixing in C.C. 1:5:10
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
55 Cautionary Warning Sign :-Providing and fixing 1.00 3906.19 No.
sign boards madeout of 2mm aluminium sheet /
4mm ACP (Aluminum compositePanel); size
x 90 x 90 cms. equilateral triangle as per design
ofIRC-67-2012. Pre treated with phospheting
process & acid etching;coated with one coat of
epoxy primer and two coats of bestquality epoxy
paint ; reflectorised with High Intensity
PrismaticGrade retro refiectivesheeting as per
ASTM D-4956 andlatest M.O.S.T.Specifications;
3.6mtr long stand post of Iron Angle75 x 75 x
6mm / 65NB Circular MS Pipe as required and
framefabricated from suitable size iron angle of
35 x 35 x 3mm; paintedwith bestquality epoxy
coatings in black and white bends. Thedetails of
symbol for each board shall be as per the
instruction ofengineer in charge. The fixing at
site shall be in 1:2:4 CC blockofsize 45 x 45 x
60 Cms. for each leg including excavation,
curingetc.complete under the supervision of
engineer in charge. Awarranty for 7 years for the
Retro reflective sheeting from
originalmanufacturer & a certified copy of 3 year
outdoor exposure testreport from third party test
lab for the product offered shall besubmitted by
contractor. (B) Class-B Type-4 Retro
Reflectivesheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
56 Cautionary Warning Sign :-Providing and fixing 1.00 4343.00 No.
sign boards madeout of 3 mm MS; size 90 x
x 90 cms. equilateral triangle as per design
ofIRC-67-2012. Pre treated with phospheting
process & acid etching;coated with one coat of
epoxy primer and two coats of bestquality epoxy
paint ; reflectorised with High Intensity
PrismaticGrade retro refiectivesheeting as per
ASTM D-4956 andlatest M.O.S.T.Specifications;
3.6mtr long stand post of Iron Angle75 x 75 x
6mm / 65NB Circular MS Pipe as required and
framefabricated from suitable size iron angle of
35 x 35 x 3mm; paintedwith bestquality epoxy
coatings in black and white bends. Thedetails of
symbol for each board shall be as per the
instruction ofengineer in charge. The fixing at
site shall be in 1:2:4 CC blockofsize 45 x 45 x
60 Cms. for each leg including excavation,
curingetc.complete under the supervision of
engineer in charge. Awarranty for 7 years for the
Retro reflective sheeting from
originalmanufacturer & a certified copy of 3 year
outdoor exposure testreport from third party test
lab for the product offered shall besubmitted by
contractor. (B) Class-B Type-4 Retro
Reflectivesheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
57 Informatory Sign :-Providing and fixing sign 1.00 3990.64 No.
boards madeout of 2mm aluminium sheet /
4mm ACP (Aluminum compositePanel); size
x 60 cms. rectangular as per design of IRC-67-
2012.Pre treated with phospheting process &
acid etching; coated withone coat of epoxy
primer and two coats of best quality epoxypaint ;
reflectorised with High Intensity Prismatic Grade
retrorefiectivesheeting as per ASTM D-4956
and latestM.O.S.T.Specifications; 3.6mtr long
stand post of Iron Angle 75 x75 x 6mm / 65NB
Circular MS Pipe as required and
framefabricated from suitable size iron angle of
35 x 35 x 3mm; paintedwith bestquality epoxy
coatings in black and white bends. Thedetails of
symbol for each board shall be as per the
instruction ofengineer in charge. The fixing at
site shall be in 1:2:4 CC blockofsize 45 x 45 x
60 Cms. for each leg including excavation,
curingetc.complete under the supervision of
engineer in charge. Awarranty for 7 years for the
Retro reflective sheeting from
originalmanufacturer & a certified copy of 3 year
outdoor exposure testreport from third party test
lab for the product offered shall besubmitted by
contractor. (B) Class-B Type-4 Retro
Reflectivesheeting.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
58 Regulatory / Mandatory Sign :-Providing and 1.00 3540.12 No.
fixing sign boardsmade out of 2mm aluminium
sheet / 4mm ACP (Aluminumcomposite Panel);
size 60 cms. Dia Circle as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coatedwith one coat of epoxy
primer and two coats of best quality epoxypaint ;
reflectorised with High Intensity Prismatic Grade
retrorefiectivesheeting as per ASTM D-4956
and latestM.O.S.T.Specifications; 3.6mtr long
stand post of Iron Angle 75 x75 x 6mm / 65NB
Circular MS Pipe as required and
framefabricated from suitable size iron angle of
35 x 35 x 3mm; paintedwith bestquality epoxy
coatings in black and white bends. Thedetails of
symbol for each board shall be as per the
instruction ofengineer in charge. The fixing at
site shall be in 1:2:4 CC blockofsize 45 x 45 x
60 Cms. for each leg including excavation,
curingetc.complete under the supervision of
engineer in charge. Awarranty for 7 years for the
Retro reflective sheeting from
originalmanufacturer & a certified copy of 3 year
outdoor exposure testreport from third party test
lab for the product offered shall besubmitted by
contractor. (B) Class-B Type-4 Retro
Reflectivesheeting.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
59 Direction (Junction) Sign :-Providing and fixing 1.00 21287.51 No.
sign boards madeout of 2mm aluminium sheet /
4mm ACP (Aluminum compositePanel); size
244x122 cms. rectangular as per design of IRC-
67-2012. Pre treated with phospheting process
& acid etching; coatedwith one coat of epoxy
primer and two coats of best quality epoxypaint ;
reflectorised with High Intensity Prismatic Grade
retrorefiectivesheeting as per ASTM D-4956
and latestM.O.S.T.Specifications; 4.0mtr (2
Nos.) long stand post of IronAngle 75 x 75 x
6mm / 65NB Circular MS Pipe as required
andframe fabricated from suitable size iron
angle of 50x50x5mm;painted with bestquality
epoxy coatings in black and white bends.The
details of symbol for each board shall be as per
the instructionof engineer in charge. The fixing
at site shall be in 1:2:4 CC blockofsize 45 x 45 x
60 Cms. for each leg including excavation,
curingetc.complete under the supervision of
engineer in charge. Awarranty for 7 years for the
Retro reflective sheeting from
originalmanufacturer & a certified copy of 3 year
outdoor exposure testreport from third party test
lab for the product offered shall besubmitted by
contractor. (B) Class-B Type-4 Retro
Reflectivesheeting
60 Providing and fixing Junction board of M.S. 1.00 5236.70 No.
plates and angles asper standard I.R.C. design
including fixing in C.C. 1:4:8 withnecessary
excavation painting figuring and lettering on
board etc.complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
61 Chevron sign :-Providing and fixing sign boards 1.00 3711.75 No.
made out of1.5mm aluminium sheet / 3mm ACP
(Aluminum composite Panel);size 60x50cm
rectangular as per design of IRC-67-2012.
Pretreated with phospheting process & acid
etching; coated with onecoat of epoxy primer
and two coats of best quality epoxy paint
;reflectorised with High Intensity Prismatic
Grade retrorefiectivesheeting as per ASTM D-
4956 and latestM.O.S.T.Specifications; 3.3 mtr
long stand post of Iron Angle 75 x75 x 6mm /
65NB Circular MS Pipe as required and
framefabricated from suitable size iron angle
of35x35x3mm; paintedwith bestquality epoxy
coatings in black and white bends. thedetails of
symbol or inscription / numerals for each board
shall beas per the instruction of engineer in
charge. The fixing at site shallbe in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg
includingexcavation, curing etc.complete under
the supervision of engineerin charge. A warranty
for 7 years for the Retro reflective sheetingfrom
original manufacturer & a certified copy of
year outdoorexposure test report from third party
test lab for the productoffered shall be submitted
by contractor. (A) Class-B Type-4
RetroReflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
62 Hazard Marker Sign :-Providing and fixing sign 1.00 3518.69 No.
boards made out of2.0 mm aluminium sheet /
mm ACP (Aluminum compositePanel); size
90x30 cms. rectangular as per design of IRC-67-
2012.Pre treated with phospheting process &
acid etching; coated withone coat of epoxy
primer and two coats of best quality epoxypaint ;
reflectorised with High Intensity Prismatic Grade
retrorefiectivesheeting as per ASTM D-4956
and latestM.O.S.T.Specifications; 1.8mtr long
stand post of Iron Angle 75 x75 x 6mm / 65NB
Circular MS Pipe as required and
framefabricated from suitable size iron angle of
35 x 35 x 3mm; paintedwith bestquality epoxy
coatings in black and white bends. Thedetails of
symbol for each board shall be as per the
instruction ofengineer in charge. The fixing at
site shall be in 1:2:4 CC blockofsize 45 x 45 x
60 Cms. for each leg including excavation,
curingetc.complete under the supervision of
engineer in charge. Awarranty for 7 years for the
Retro reflective sheeting from
originalmanufacturer & a certified copy of 3 year
outdoor exposure testreport from third party test
lab for the product offered shall besubmitted by
contractor. (B) Class-B Type-4 Retro
Reflectivesheeting
63 Flood Gauge Sign :-Providing and fixing sing 1.00 10480.77 No.
boards made out of 3mm MS sheet; size 43 x
200cms. And 100 x 100 cms rectangle
information board as as per Engineer in charge
pretreated with phospheting process & acid
etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as per
latest M.O.S.T. Specifications; 3.2m long stand
post and frame fabricated from suitable size iron
angle of 35 x 35 x 3mm & 50 x 50 x 5mm
painted with best quality epoxy coatings The
fixing at site shall be in 1:2:4 CC block of size
45x45x 60cms. for each leg. including
excavation curing etc. complete under the
supervision of engineer in charge.(B)High
Intensity Grade
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
64 Tree guard sign :-Providing & fixing sign board 1.00 590.98 No.
made out of 2mm aluminium sheet, size 30cms
diameter circle, pretreated with phospheting
process and acid etching, painted with one coat
of epoxy primer and two coats of best quality
epoxy paint reflectorised with retro reflective
sheeting as per latest M.O.S.T. specifications
(As per attached drawing)(B)High Intensity
65 Road marking with hot applied thermoplastic 1.00 367.72 Sqmt
paints withreflectorising glass beads on bitumin
surface providing and layinga hot applied
thermoplastic compound 2.5 mm thick
includingreflectorising glass beads @ 250gms
per sqm area, thickness of2.5mm is excluding of
surface applied glass beds as per IRC:35-2015.
The finished surface to be level, uniform and
free fromstreaks and holes. zebra patta /bump
patta lane/center line/ edgeline/cut patta. The
white color marking should provide
liminancecoefficinet on cemend road shalll be
min 130 mcd/m2/lux andAsphalt road shall be
min 100 mcd/m2/lux during the service
lifeduring the day time. The marking should
meet the performancecriteria for night time
reflectivity, wet reflectivity and skidresistance as
mentioned in the section-15 of IRC 35-
2015.Warranty for the Retro reflectivity should
be two years.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
66 Cat Eye / Road Stud / RPM: Supplying of 1.00 326.23 No.
Molded Twin ShanksRaised Pavement Markers
made of polycarbonate and ABSmoulded body
and reflective panels with micro prismatic
lenscapable of providing total internal reflection
of the light enteringthe lens face and shall
support a load of 13635 kgs. tested
inaccordance to ASTM D 4280 Type H and
complying toSpecifications of Category A of
MORTH Circular NoRW/NH/33023/10-97 DO III
Dt 11.06. 1997. The height, width andlength
shall not exceed 20 mm, 130 mm and 130 mm
and withminimum reflective area of 13 Sqcm on
each side and the slope tothe base shall be
+/- 5 degree. The strength of detachment ofthe
integrated cylindrical shanks, (of diameter not
less than 19 +/-2 mm and height not less than
30+/- 2 mm) from the body is to bea minimum
value of 500 Kgf. Fixing will be by drilling holes
on theroad for the shanks to go inside, without
nails and using epoxyresin based adhesive as
per manufacturers recommendation andThe
color of the marker should be as per the IRC 35-
2015 and asdirected by Engineer-in-charge.
67 White washing with lime on wall surface (two 1.00 12.73 Sqmt
coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust; mortar drops and other foreign matter.
68 Applying priming coat over new steel and other 1.00 36.87 Sqmt
metel surface after and including preparing the
surface by throughly cleaning, oil,grease, dirt
and other foreign matter and scoured with
brushes fine steel wood, scrapers and sand
paper with ready mixed priming paint brushing
69 Applying two coats of Birla or Asian (or 1.00 40.59 Sqmt
equivalent) acrylic lapy ( putty) & two coats of
primer of approved brand and manufacture on
new wall surface to give an even shade
including thoroughly brushing the surface free
from mortar dropping and other foreign matter
and sand papered smooth.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
70 A Providing and erecting a Single "W" metal 1.00 4668.86 Rmt
beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm above
road / ground level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm spaced
2.0 m centre to centre ,1.8 m high , 1.1 m Below
ground / road level, all steel parts and fitments
to be galvanised by hot dip process, all fittings
to conform to IS:1367 and IS:1364, metal beam
rail to be fixed on the vertical post with a spacer
of channel section 150 x 75 x 5 mm, 330 mm
long ,Fixed in M-25 Grade Concrete 1.1 x 0.5 x
0.5 complete as per clause 810. Reflector type-
4 class - B High Intensity grade at Every Post as
per drawing complete as per clause
71 Double "W" Metal Beam Crash Barrier 1.00 6332.78 Rmt
Providing and erecting a Double "W" metal
beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 100 cm
above road / ground level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm spaced
2.0 m centre to centre ,2.0 m high , 1.1 m Below
ground / road level, all steel parts and fitments
to be galvanised by hot dip process, all fittings
to conform to IS:1367 and IS:1364, metal beam
rail to be fixed on the vertical post with a spacer
of channel section 150 x 75 x 5 mm, 800 mm
long ,Fixed in M-25 Grade Concrete 1.1 x 0.5 x
0.5 complete as per clause 810. Reflector type-
4 class - B High Intensity grade at Every Post as
per drawing complete as per clause
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
72 Double "W" Metal Beam Crash Barrier On 1.00 5569.23 Rmt
A Providing and erecting a Double "W" metal
beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 300 cm
above road level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm
spaced 1.5 m centre to centre ,1.1 m high , all
steel parts and fitments to be galvanised by
hot dip process, all fittings to conform to
IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a spacer of
channel section 150 x 75 x 5 mm, 800 mm
long ,Fixed on Base Plate Size of 240 x 320 x
16 mm Thick complete as per clause
Reflector type-4 class - B High Intensity
grade at Every Post as per drawing complete
as per clause
73 Providing panel wall for dry stone pitching in 1.00 2650.83 CUM.
uncourased rubble masonary with had stone
of approved quality in cement. mortar
including curing etc, complete.
74 Supplying and fixing reinforced concrete 1.00 659.99 Rmt
heavy 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
daimeters.(i) 300mm dia.
75 Supplying and fixing reinforced concrete 1.00 1190.05 Rmt
heavy 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
daimeters.(ii) 450mm dia.
76 Supplying and fixing reinforced concrete 1.00 1968.38 Rmt
heavy 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
daimeters.(iii) 600mm dia.
77 Supplying and fixing reinforced concrete 1.00 3469.26 Rmt
heavy 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
daimeters.(v) 900mm dia.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
78 Supplying and fixing reinforced concrete 1.00 5560.01 Rmt
heavy 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
daimeters.(vii) 1200mm dia.
79 Engaging Mazdoor (Male) at Site Work 1.00 510.05 Each
80 Engaging Mazdoor (Female) at Site Work 1.00 484.80 Each
81 Engaging Unskilled Labour at Site Work 1.00 491.87 Each
82 Engaging Mazdoor with Hand Cart at Site 1.00 594.89 Each
83 Engaging Tipper 10 tonne capacity at Site 1.00 1.37 Tonne
84 Engaging Dozer 80 HP for spreading @ 200 1.00 2054.24 Hour
cum per hour at Site Work
85 Engaging Motor grader for grading @ 100 1.00 1322.41 Hour
cum per hour at Site Work
86 Engaging Vibratory roller 8 - 10 tonnes @ 100 1.00 850.79 Hour
cum per hour at Site Work
87 Engaging Tractor with rotovator/Trolly at Site 1.00 209.71 Hour
88 Engaging Bitumen emulsion pressure 1.00 513.55 Hour
distributor at Site Work
89 Engaging Water Tanker 6 kl capacity at Site 1.00 171.18 Hour
90 Engaging Hydraulic Excavator 1.2 cum bucket 1.00 1010.00 Hour
capacity @ 60 cum per hour at Site Work
91 Filling around the pipes with murrum including 1.00 85.04 Cum
dressing, tampering etc. complete.
92 Providing and filling in foundation with 1.00 3345.58 Cum
ordinary Cement concrete M-100 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
93 Providing and filling in foundation with 1.00 3715.63 Cum
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
94 Providing and casting in-situ ordinary 1.00 4291.68 Cum
cement concrete M-200 mix and providing
necessary pin headers including
shuttering, scaffolding laying vibrating, curing
and finishing complete without V-grooves.
95 Providing & casting in situ Ordinary cement 1.00 4914.07 Cum
concrete M -250 for kerb/Kerb block including
form work, curing and finishing complete
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
96 Providing and laying Ordinary cement concret 1.00 5435.81 Cum
M-20 and curing complete including
compacting with surface mechanical vibrator,
mechanical floater, chanelling formwork,
grooving including providing dowel bar, tai
bar, expantion joint and construction joint
including filling asphalt filler joint as per
instruction of Engineer in charge
97 Providing and casting in situ Ordinary cement 1.00 5091.98 Cum
concrete M-200 for R.C.C. approach slab
including form work, curing and finishing
98 Providing & casting in situ Ordinary cement 1.00 5498.13 Cum
concrete M - 300 for average 75mm. thick
Wearing coat laid as directed including
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
99 Providing TMT Bar FE 415 reinforcement for 1.00 68.33 Kg
R.C.C. work including bending, binding and
placing in position complete upto floor two
100 Providing TMT Bar FE 500/500D 1.00 77.29 Kg
reinforcement for R.C.C. work including
bending, binding and placing in position
complete upto floor two level
101 Excavation for foundation upto 1.5 m depth 1.00 122.99 Cum
including sorting out and stacking of useful
materials and disposing off the excavated
stuff upto 50 Meter lead.(A) Loose or soft soil
102 Excavation for foundation upto 1.5 m depth 1.00 157.08 Cum
including sorting out and stacking of useful
materials and disposing off the excavated
stuff upto 50 Meter lead.(B) Dense or Hard
103 Demolition of Brick work and stone masonry 1.00 562.84 CUM
including stacking of serviceable materilas
and disposal of unserviceable materials with
all lead and lift.(ii) In Cement Mortar.
104 Dismentling doors, windows, ventilators etc. 1.00 191.85 Each
(wood or steel) shutters including chowkhats
architraves, holdfasts and other attachment
etc. complete and stacking them within all
lead and lift.(i) Not exceeding 3 Sq.M. in area.
105 Dismentaling tiled of stone floors laid in 1.00 49.18 Sqm
mortar including stacking of serviceable
materilas and disposal of unserviceable
materials with all lead and lift.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
106 Dismentaling the existing structure including 1.00 930.23 CUM
removing and stacking the dismentelled
materials as and where directed. (A) R.C.C.
107 Brick work using common Brunt clay building 1.00 4245.09 CUM
bricks having crushing strength not less than
35 Kg./ Sq.cm. in foundation and plinth in
cement mortar 1:5 (1 cement: 5 fine sand) (b)
Conventional
108 Filling available excavated earth (excluding 1.00 136.92 CUM
rock) in trenches. plinth, sides of foundations
etc. in layers not exceeding 20 cm. in depth
consolidating each disposited layer by
ramming and watering.
109 Brick work using common Brunt clay building 1.00 4526.75 CUM
bricks having crushing strength not less than
35 Kg./ Sq.cm.in super structure above plinth
level upto floor two level. in cement mortar 1:5
(1 cement: 5 fine sand) (b) Conventional
110 Providing & Laying 24" x 24" Vitrified 8 mm 1.00 1311.18 SQM
thick tiles Flooring over 20 mm (average)
base of Cement Mortar 1:6 (1 Cement:
Coarse Sand) on new surface or fixing on
exiting flooring by adhesive material including
dismentalling of exiting flooring & jointed with
colour cement slurry including finishe with
flush pointing & cleaning the surface etc.
complete. For dark shade with colour
pattern.(more than 10 Sqm )
111 Providing and fixing window having extruded 1.00 1713.70 SQM
aluminum Colour anodized section frame
main outer size 63.50 x 38.10 x 1.95 mm(of
Jindal Section no:4605,@ Wt 1.094 Kg /
Rmt), horizontal two track member size
mm x 31.75 mm x 1.20mm (of Jindal Section
no: 8687 @ wt.of 0.695 Kg/mt), vertical
member of size 61.85 mm x 31.75mm x
mm (of Jindal Section no:8758 @ wt.of
0.0.659 Kg/mt) with sliding shutters of
horizontal member size 40mm x 18mm x
1.29mm (of Jindal Section no:8949 @ wt.of
0.456Kg/mt) , vertical member of size 40mm x
18mm x 1.29mm (of Jindal Section no:8947
@ wt.of 0.456Kg/mt/ Section 8948, @ Wt.
0.457 Kg/mt) with 5 mm thick transparent
bronze colour tinted float glass with powder
coated aluminum fittings and fixtures and
transparent silicon sealant glass fixing to
frame as per details etc complete for window.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
112 Providing wood work in frames of Doors, 1.00 610.23 C.DM
windows cleare story windows and
othersimilar works wrought, framede and fixed
in position. (A) Indian Teak Wood (upto
113 Provoding and fixing flush door shutters, solid 1.00 1829.74 SQM
core construction with frame of first class
hardwood with cross board and face veneer
or plywood face panels,including anodised
alluminium butt hinges with necessary screws.
(B) Non-decorative type and block board core
anodised alluminium butt hinges in flush door
shutters (2) 35 mm thick.
114 Providing 10mm thick cement plaster in single 1.00 138.70 SQM
coat onbrick/concrete walls for interior
plastering upto floor two leveland finished
even and smooth in (i)Cement mortar 1:3 (1-
cement:3-sand)
115 Providing 15mm thick cement plaster in single 1.00 234.04 SQM
coat on Rough (Similar)side of single or half
brick walls for interior plastering upto floor two
level and finished even and smooth in (i)
Cement mortar 1:3 (1- cement:3-sand)
including providing and mixing water proofing
materials in cement mortar in proportion
recommended by the manufacturer.
116 20mm thick sand faced cement plaster on 1.00 321.10 SQM
walls upto height 10 metres above ground
level consisting of 12mm thick backing coat of
C.M. 1:3 (1-cement : 3- sand) and 8mm thick
finishing coat of C.M. 1:1 (1- cement : 1-sand)
etc. complete.
117 Providing and laying Ceramic tiles 6mm thick 1.00 950.53 SQM
in flooring treads of steps and landing laid on
a bed of 12mm thick cement mortar 1:3 (1-
cement : 3-coarse sand ) finishing with flush
pointing in white cement. (upto 10 ton)
118 Providing and laying white glazed tiles 6mm 1.00 982.03 SQM
thick in skrting risers of steps and dedo on
10mm thick cement plaster 1:3 (1-cement : 3-
coarse sand) and jointed with white cement
slurry (upto 10 ton)
119 Providing and fixing wsh down water closet 1.00 1809.48 NO
(European type, W.C. Pan) with integral P or
S trap including jointing the trap with soil pipe
in Cement Mortar 1:1 (1- Cement : 1-fine
sand) (A) vitreous China Pattern :(i) in white
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
120 Providing and fixing Urinal of approved quality 1.00 1619.12 NO
including connection with trap and with
integral longitudinal flush pipe.(A) Squating
plate pattern white earthenware 550mm x
121 Providing and fixing PVC SWR Nahni trap IS 1.00 586.60 NO
14735 for drain - 100 mm diameter with jali of
the following nominal diameter of self
cleansing design with C.I scread down or
hinged grating including the cost of cutting
and making good the walls.
122 Providing and fixing S.W. gully trap with C.I. 1.00 1246.92 NO
grating brick masonry chamber and water
tight C.I. cover with frame of 300mm x
300mm size (inside) with standard weight.(i)
Square mouth traps.(B) 150mm x 100mm size
P or R type
123 Providing and fixing to wall ceiling and floor 1.00 339.05 RMT
10.0 Kg. F/Cm2 working pressure poluthene
pipes of the following outside Dia. Low
densidy, complete with special falnge
compression type fittings, wall clipsetc.
including making good the wall ceiling and
floor.(G)110 mm
124 Providing and fixing washbasin with single 1.00 1519.50 NO
hole for pillar tap with C.I. or M.S. brackets
painted white including sutting holes and
making good the same but excluding
fittings.(A) Vitreous China:(ii) Flat Back
washbasin 550 mm x v 400mm size. (i) In
white colour.
125 Providing and fixing Kitchen sink with C.I. or 1.00 2326.66 NO
M.S. brackets, painted white including cutting
holes in walls and making good the same
including fittings. © Vitreous China Sink.(i)
600mm x 450mm x 150mm size
126 Constructing a cooking platform 60 cm. width 1.00 2694.77 RMT
and 70 cm high resting on B.B.Masonry walls
23 cm.thick in C.M.(1:6) with (i) Fixing or
precast R.C.C.1:2:4) 8 cm. thick slab with
marble chips set in C.M. (1:6) (6mm thick
terrazo) with plastering on exposed faces
walls in C.M. (1:4) etc complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
127 Cleaning the building area toilet block includig 1.00 3.13 Sqmt/
W.C.Block Wash Basin Wash Space Etc. Day
Inside outside passage and other office area
of stair case , passage , terrace of each block
on every floor including collecting all waste
debris dust etc. cleaning the surface with
necessary water by karunha brooming and
then cleand by phynic / acid / liquid soap of
approved brand and finally with drys potag /
wipes by brooming the surface throughly
cleaned by using own brooms , toppy etc.
including all required labour , materials
machinery etc complete in 4 Hour as directed
by engineer in charge.
128 Cleaning the campus & building area of stair 1.00 1.82 Sqmt/
case, passage, terrace of each block on every Day
floor including collectings all waste debris,
dust etc. by brooming the surface thouroughly
cleaned by using own brooms, topply etc.
including all required labour, materials,
machinery etc. complete in 4 Hour as directed
by Engineer in charge.
129 Providing laying and jointing in true line and 1.00 72.65 RMT
level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or
equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall with
the help of clamp at every two metre C/C or
shall be concelled as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.
130 Providing laying and jointing in true line and 1.00 91.84 RMT
level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or
equivalent as approved by Engineer In
Charge. Pipe shall be fixed on the wall with
the help of clamp at every two metre C/C or
shall be concelled as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
131 Providing laying and jointing in true line and 1.00 195.67 RMT
level 50mm dia.U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings asapproved by
Engineer In Charge. Pipe shall be fixed on the
wallwith the help of clamp at every two metre
C/C or shall beconcealed as directed
including necessary fittings etc.
includingtesting of pipe and joints and fixing
the same with adhesivesolvent, including cost
of all materials.
132 Providing, laying and jointing in true line and 1.00 876.11 RMT
level 110 diametre U.P.V.C Rain Water Pipe
(Type B) conforming to IS 13592- 1992 with
one end plain and other end socketed with
rubber ring, & fittings conforming to ISI 14735-
1999 of approved make for drainage system
pipe line, pipe shall be jointed with each other
with rubber lubricant, pipe shall be fixed on
wall using of PVC clamp of the size 110 mm
diametre x 149 mm length x 145 mm heigh at
every 2000 mm center to center or shall be
concealed in walls as directed including
necessary fittings such as bends, shoes etc.
including testing of pipes and joints and
jointed with adhesive solvent cement including
cost of all materials.
133 Wall painting (two coats) with plastic emulsion 1.00 82.97 Sqm
paint of approved brand and manufacture on
undecorated wall surface to give an even
shade including throughly brushing the
surface free from mortar droppings and other
foreign matter and sand papered smooth.
134 Finishing wall with water proofing cement 1.00 65.25 Sqm
paint of on wall surfaces (Twocoats) to give
an approved brand and manufacture and of
required shape even shade after thoroughly
brushing the surface to remove all dirt and
remains of loose powered materials.
135 Providing and laying broken chine mosaic 1.00 779.70 SQM
flooring for terrace using 12 mm to 20 mm
broken pieces of glazed tiles to be laid over
cement mortar 1:3 to plain or slope and to be
tempered to bring mortar creme out upto
surface using white cement including
rounding off junctions and extending them
upto 15 cm along the wall,clearing with water
and oxalic acid etc. as directed.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
136 Providing and fixing pre-cast Rubber Dye / 1.00 706.93 Sqm
steel Dye inter locking concrete block 60mm
thick with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as
per approved design Confirming to IS 15658 :
2006 including 35 mm Sand layer for levelling
and filling the joint with sand in proper line
and level as per guidlines of IRC : SP 63-
2018 etc. Complete.
137 Providing and fixing pre-cast concrete kerb 1.00 374.92 Rmt
stone 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.
138 Providing and fixing M.S. grills of required 1.00 106.29 Kg
pattern to M.S. frames of windows ,Door , Jali
etc. with M.S. flats at required spacings and
frame alround, square or round bars with
round headed bolts and nuts or by screws
including all Fixture
139 Providing and fixing post and pipe railing as 1.00 1211.79 Rmt
per detailed drawing including 3 coats of
painting to steel works complete.
140 Repairing of post and pipe railing as per 1.00 707.00 Rmt
detailed drawing including 3 coats of painting
to steel works complete.
141 Providing and fixing Number plate of Marble 1.00 306.14 Each
plate stone ofrequired size set in C.M. 1:4
including finishing and engeavingletters etc.
completes.
142 Providing and fixing to wall ceiling and floor 1.00 339.05 Rmt
10.0 Kg. F/Cm2working pressure poluthene
pipes of the following outside Dia.Low
densidy, complete with special falnge
compression typefittings, wall clipsetc.
including making good the wall ceiling
andfloor.(G)110 mm
143 Birla or Asian acrylic lapy ( putty) 1.00 18.42 Sqmt
144 Preparing surface by Brushing with wire 1.00 17.82 Sqmt
brushes for removing caked mud etc.
sweeping with brooms and finally fanning the
cleaned surface with gunney bags to remove
all loose dirt etc.(ii) Black top surface.
145 Clearing of Hp Drain and apron areas in the 1.00 6060.00 No
waterway using mechanical means on both
the upstream (US) and downstream (DS)
sides, as per Engineer in charge.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
146 Clearing of Slab Culverts and apron areas in 1.00 11110.00 No
the waterway using mechanical means on
both the upstream (US) and downstream (DS)
sides, as per Engineer in charge.
147 Providing, Carting and Stacking graded stone 1.00 608.02 MT
aggregate to Wet Mix Macadam (WMM)
specification by Weight including premixing
the material with water at OMC in Mechanical
Mixer (Pug Mill) carriage of mixed material by
tripper to site including spreading the same
etc. complete.
148 Cleaning out cracks of RCC Road & Filling 1.00 202.00 Rmt
with Bitumen
149 Providing and laying Cold Mixed Mix Seal 1.00 340.37 Bag
Surfacing (MSS) using pre-packed cold mix
asphalt in 25 kg bags prepared with graded
aggregates and cationic bitumen emulsion
(SS-2/Special grade) conforming to IS:8887,
suitable for use in cold mix applications
without heating, including site preparation,
application of RS-1 grade tack coat at 2–3.5
kg per 10 sqm, placing the cold mix manually
or mechanically to the specified profile and
compacting with appropriate rollers (8–12
tonne three-wheel, 15–30 tonne pneumatic,
and 8–10 tonne tandem roller) to achieve
uniform thickness and compaction as per
IRC:SP:100-2014, including curing time of
3–4 hours before opening to traffic, and as
directed by the Engineer-in-Charge.
150 Providing, filling, and placing earth bags (soil 1.00 76.76 Bag
bags) made of woven jute or high-density
polyethylene (HDPE) fabric of approved
quality, filled with locally available cohesive
soil or sandy soil free from organic or
deleterious matter, properly moistened to
optimum moisture content, weighing
approximately 25–30 kg per bag, stitched or
tied securely, and placed in layers with proper
bonding, interlocking and staggering as per
drawing and site requirements, for use in
slope protection, erosion control or subgrade
stabilization, including all labour, materials,
carriage, laying, and compacting in position
complete as per Engineer-in-Charge.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
151 Conveying & laying Asphalt mix From Plant to 1.00 911.45 MT
Site icluding transporting the mix spreading
the same by paver finisher and consolidation
by vibratory roller as per MORT&H
specification including cost of all fuel, labours,
tools and Machinary etc. comp. and flushind
sand @ rate of 0.30 cmt / 100 smt if
152 Providing and applying a high-performance, 1.00 202.00 Kg
two-component, epoxy-resin-based flexible
mortar for the repair of cracks and spalls in
Pavement Quality Concrete (PQC) and
Bituminous roads. The material shall be
formulated to exhibit excellent adhesion to
both concrete and asphalt substrates, even
under damp or wet surface conditions. The
mortar must be UV-resistant, non-shrink, and
possess sufficient flexibility to accommodate
thermal expansion and contraction without
debonding. It shall be color-matched to aged
concrete/bitumen (as specified) to ensure
aesthetic integration. The cured system must
be capable of supporting heavy vehicular
traffic within 2–4 hours of application at
ambient temperatures. The work includes
surface preparation by removing loose debris,
cleaning with compressed air, mixing resin
and graded fillers in the manufacturer-
specified ratio, and finishing flush with the
existing road profile, including all labor,
materials, and specialized tools required to
complete the repair as per the Engineer-in-
charge’s directions.
Total Rs.
Rupees Five Lakh TwentyThree Thousand Three Hundred FourtyFour and Paisa SeventyThree
I / We / am/are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rates mentioned above. Amount of
my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
in words ___________ in words ___________
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Total Amount
(with brief specification and reference to Quantity Unit Total Amount
No. figures
book of specifications)
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by
the Engineer-In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills.
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.
G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in
R.C.C. items where there is a change as per actual mix design the cost of difference of cement
consumption have been deducted from the rate of original item at the rate of input rate
mentioned in all the tender.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Khedbrahma Himatnagar
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details.html
RAW_HTML
BUILDING WORK BOOKLET.pdf
Details Specification - BUSG.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
MORD Specifications - Section 500.pdf
NEW Special Conditions - CR - 2026-27.pdf
ROAD SPECIFICATION.pdf
BOQ - CR Khedbrahma - 2026-27.pdf
SBD Book_2023_CR Khedbrahma - 2026-27.pdf
Specification Index - CR Khedbrahma - 2026-27.pdf
Work Details - CR Khedbrahma - 2026-27.pdf
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