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NIT No. ………….. date …………… Sr No.
Last Date of Sale :- Earnest Money : Rs.
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……………………………………………….
S.No. Particulars Quantity Unit Rate Amount
Demolishing cement concrete including
disposal of material within 50 meter lead :
a) 1:3:6 or richer mix. 43.5 Cum 645.00 28057.50
b) 1:4:8 or leaner mix. 43.5 Cum 396.00 17226.00
Providing and laying in position cement
concrete including curing compaction etc. of
specified grade excluding the cost of centering
and shuttering All up to plinth level IS 456-2000
: 1:4:8 (1Cement :4 Course Sand :8 Graded
stone aggregate 40 mm nominal size (Crusher
43.5 Cum 2755.00 119843.00
Carriage of Earth, Rubbish etc by Mechanical
transport including loading, unloading stacking
etc complete with all lead & lifts 5Km
100.00 Cum 66.50 6650.00
JODHPUR MUNICIPAL CORPORATION
Name of Work :-- ward 49 kayamkhani hostel,teja hostel and jilani masjid ki road ke dono taraf footpath nirman work.
1
2
3
"G" SCHEDULE
4 Supply and Fixing of Machine Cut Jodhpur sand
stone Kerb Stone fixed in white cement sand
mortar 1:4 with pigment including E/W 10cm
wide 40 cm. hight. 172.00 Mtr 714.00 122808.00
5 Providing and Laying of Interlocking Concrete
Block Pavements having thickness 80 mm as
per drawings and Technical Specification
Clause 1504. Categpru 'B' Denated only two
sides like I,Z,T, shape etc. as per IRC SP
63:2004 rubber moulding coloured tiles
435.00 Sqm 932.00 405420.00
TOTAL G SCHEDULE 700004.50
1-
2-
3-
4-
5-
6-
7-
8-
9-
10
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
Terms and Condition :-
dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhAl'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA
fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA th 'ksM~;wy esa vkbZVe okbZt njsa ekU; ugha gksxhA ch-,l-vkj- ij izfr'kr vf/kd vFkok de njsa gh ekU; gksxhAlHkh izdkj ds dj laosnd dks ogu djus gksxsAth 'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vad.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhAlaosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhAxq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkA
(Signature of Contractor)
Name _______________
NIT No. ………….. date …………… Sr No.
Last Date of Sale :- Earnest Money : Rs.
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……………………………………………….
S .No.Item
No.Particulars Qty. Unit Rate Per Amount
2.4
Dismantling of existing structures like culverts, bridges, retaining walls, CC
road and other structure comprising of masonry, cement concrete, wood
work, steel work, including T&P and scaffolding wherever necessary, sorting
the dismantled material, disposal of unserviceable material and stacking the
serviceable material with all lifts and lead of 50 metres as directed by
Engineer.
2.4.1 Cement Concrete Grade M-15 and above and PCC blocks 23.77 Cum
11.00 Cum
17.86 Cum
17.77 Cum
Total 70.40 Cum
Taking 70 % of total Quantity 49.28 Cum 427.00 21042.03693
2.4.2 Lime Concrete, cement concrete grade M-10 (1:5:10) and below 23.77 Cum
11.00 Cum
17.86 Cum
OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR
"G" SCHEDULE
Rate Based on RUIDP 2017
Name of Work - Construction Of Sewerage and CC Road in ward no. 45 Paota hathi ki Bawadi Main Road
1
17.77 Cum
Total 70.40 Cum
Taking 60 % of total Quantity 42.24 Cum 264.00 11151.0828
2 4.2.1
Earth work in excavation for roadway, including trimming bottom and side
slopes in accordance with requirement of line, grades and cross sections,
including disposal of surplus material with all lift and lead upto 1000 metre
as per MoRT&H specification clause 301. In all type of soil .
180.00 Cum
103.60
Total 283.60 Cum 145.00 41122
3 9.3
Providing and laying lean cement concrete 1:4:8 in Sub- base over a
prepared sub-grade with coarse and fine aggregate conforming to IS: 383,
the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio
not to exceed 15:1, aggregate gradation after blending to be as per table
600-1, cement content not to be less than 150 kg/ cum, optimum moisture
content to be determined during trial length construction, concrete strength
not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy,
compacted with surface vibrator, finishing and curing complete as per
clause 601, 112 of MoRT&H specification including all material, labour,
machinery, lighting, guarding and maintenance of diversion
23.77 Cum
11.00 Cum
17.86 Cum
17.77 Cum
Total 70.40 Cum 2300.00 161915.975
4 9.5.1
Providing and laying un-reinforced, plain cement concrete mix with
Concrete Mixer & vibrator pavement over a prepared sub base with
43 grade cement , coarse and fine aggregate conforming to IS: 383,
maximum size of coarse aggregate not exceeding 25 mm, mixed as
per approved mix design, laid, spread, compacted and finished in a
continuous operation including provision of contraction, expansion,
construction and longitudinal joints etc including all material, labour,
machinery, lighting, guarding and maintenance of diversion. PCC M-20
23.77 Cum
11.00 Cum
17.86 Cum
17.77 Cum
70.40 Cum 4570.00 321720.0025
5 25.1.1Random rubble masonry with hard stone in foundation and plinth Cement
mortar 1:6 (1 cement : 6 coarse sand)17.37 Cum 3190.00 P.Cum 55421.784
6 32.3.2
Cement plastering including T&P, scaffolding, material and complete
labpour, including cost of water, curing, racking of joints etc. with 20 mm
cement plaster of mix :1:4 (1 cement : 4 fine/ coarse sand)
45.72 Sqm 210.00 P.Sqm 9601.2
717.18.
3
Providing at site, lowering & laying in trenches, aligning & jointing of RCC
pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date)
marked and pipes from 300 mm and upto 1800 mm manufactured through
vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for
sewer lines as per IS: 5382
(including cost of Rubber gaskets, lubricants) as per drawing, sectional
hydro testing of the sewer pipe line (including cost and conveyance of water
to site for testing) etc., complete as per specification and / or as directed by
Engineer.250 mm internal diameter
180.00 mtr 804.00 p.mtr 144720
8
Providing granular bedding having width = outer dia of pipe (Bc) + 500mm,
thickness below pipe = 0.25Bc or 100mm (whichever is higher) and
haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing
through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 %
retain on 6.3mm sheive, laying in layers of thickness 10/15cm including
ramming, consolidation etc complete for all type of pipes of following sizes
as per drawing and
or as directed by Engineer.. 250mm nominal dia
180.00 149.00 p.mtr 26820
917.72.
1
Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS :
12592-2002 in existing manholes including grouting the frame in PCC M-15
complete in all respect as directed by the Engineer.HD-20
34.00 each 2400.00 each 81600
10 1.1.3Carriage of Materials by mechanical,transport, including loading, unloading
and stacking Sand, bazri, ballast, kankar for lead 5 Km440.00 Cum 132.00 P.Cum 58080
11
P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved
quality /make including joining the pipe with solvent cement rubber
ring and lubricant 110mm dia
38.00 251.00 P mtr 9538
12
Construction of chamber in all type of soil with 300 mm thick
masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm
thick insider plaster in Cm 1:6, finished with floating neat cement,
50mm thick M-15 grade C.C. flooring , earthwork etc. complete as
per design including disposal of surplus earth within a lead of 50 mtr.
Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame
45.00 539.00 each 24255
13
Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills,
lintels and dassa, bearing, bed & top surface made perfenctly even,
jambs, skirting steps etc. rough dressed: Upto 15 cm. thick 2.16 Cum 4475.00 9666
14
Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth
level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm
nominal size)
5.40 Cum 4280.00 23112
Total 999765.0812
1-
2-
3-
4-
Terms and Condition :-
dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhA
l'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA
dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA
5-
6-
7-
8-
9-
10
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
(Signature of Contractor)
th 'ksM~;wy esa vkbZVe okbZt njsa ekU; ugha gksxhA ch-,l-vkj- ij izfr'kr vf/kd vFkok de njsa gh ekU; gksxhA
NAGAR NIGAM, JODHPUR.
Name _______________
lHkh izdkj ds dj laosnd dks ogu djus gksxsA
th 'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vad.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhA
laosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhA
xq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkA
fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A
EXECUTIVE ENGINEER
NIT No. ………….. date …………… Sr No.
Last Date of Sale :- Earnest Money : Rs.
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……………………………………………….
S .No.Item
No.Particulars Qty. Unit Rate Per Amount
2.4
Dismantling of existing structures like culverts, bridges,
retaining walls, CC road and other structure comprising
of masonry, cement concrete, wood work, steel work,
including T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 50 metres as directed by
Engineer.
2.4.1Cement Concrete Grade M-15 and above and PCC
blocks11.89 Cum
5.50 Cum
8.94 Cum
8.88 Cum
Total 35.20 Cum
Taking 70 % of total Quantity 24.64 Cum 427.00 10522.69978
OFFICE OF THE MUNICIPAL CORPORATION, JODHPURESTIMATE
Rate Based on RUIDP 2017
name of work- ward no.45 maikadija hospital road c.c. road and sewerage work.
1
"G" SCHEDULE
2.4.2Lime Concrete, cement concrete grade M-10 (1:5:10)
and below11.89 Cum
5.50 Cum
8.94 Cum
8.88 Cum
Total 35.20 Cum
Taking 60 % of total Quantity 21.12 Cum 264.00 5576.4324
2 4.2.1
Earth work in excavation for roadway, including trimming
bottom and side slopes in accordance with requirement
of line, grades and cross sections, including disposal of
surplus material with all lift and lead upto 1000 metre as
per MoRT&H specification clause 301. In all type of soil .
108.00 Cum
51.80
Total 159.80 Cum 145.00 23171
3 9.3
Providing and laying lean cement concrete 1:4:8 in Sub-
base over a prepared sub-grade with coarse and fine
aggregate conforming to IS: 383, the size of coarse
aggregate not exceeding 25 mm, aggregate cement ratio
not to exceed 15:1, aggregate gradation after blending to
be as per table 600-1, cement content not to be less than
150 kg/ cum, optimum moisture content to be
determined during trial length construction, concrete
strength not to be less than 10 Mpa at 7 days, mixed in
concrete mixer, laid manualy, compacted with surface
vibrator, finishing and curing complete as per clause
601, 112 of MoRT&H specification including all material,
labour, machinery, lighting, guarding and maintenance of
diversion
11.89 Cum
5.50 Cum
8.94 Cum
8.88 Cum
Total 35.20 Cum 2300.00 80970.925
4 9.5.1
Providing and laying un-reinforced, plain cement
concrete mix with
Concrete Mixer & vibrator pavement over a prepared
sub base with
43 grade cement , coarse and fine aggregate conforming
to IS: 383,
maximum size of coarse aggregate not exceeding 25
mm, mixed as
per approved mix design, laid, spread, compacted and
finished in a
continuous operation including provision of contraction,
expansion,
construction and longitudinal joints etc including all
material, labour,
machinery, lighting, guarding and maintenance of
diversion. PCC M-20
11.89 Cum
5.50 Cum
8.94 Cum
8.88 Cum
35.20 Cum 4570.00 160885.7075
525.1.
1
Random rubble masonry with hard stone in foundation
and plinth Cement mortar 1:6 (1 cement : 6 coarse sand)8.69 Cum 3190.00 P.Cum 27710.892
632.3.
2
Cement plastering including T&P, scaffolding, material
and complete labpour, including cost of water, curing,
racking of joints etc. with 20 mm cement plaster of mix
:1:4 (1 cement : 4 fine/ coarse sand)
22.86 Sqm 210.00 P.Sqm 4800.6
717.18
.3
Providing at site, lowering & laying in trenches, aligning &
jointing of RCC pipes NP4 class (with s/s ends) IS: 458 -
2003 (amended up to date) marked and pipes from 300
mm and upto 1800 mm manufactured through vertical
casting process at all depths with Rubber gaskets
(EPDM/SBR) for sewer lines as per IS: 5382
(including cost of Rubber gaskets, lubricants) as per
drawing, sectional hydro testing of the sewer pipe line
(including cost and conveyance of water to site for
testing) etc., complete as per specification and / or as
directed by Engineer.250 mm internal diameter
90.00 mtr 804.00 p.mtr 72360
8
Providing granular bedding having width = outer dia of
pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or
100mm (whichever is higher) and haunching = 0.5Bc,
with graded hard crusher broken stone of 100% passing
through 20mm sheive, 20 to 50 % passing through 10mm
sheive and 100 % retain on 6.3mm sheive, laying in layers
of thickness 10/15cm including ramming, consolidation
etc complete for all type of pipes of following sizes as per
drawing and
or as directed by Engineer.. 250mm nominal dia
90.00 149.00 p.mtr 13410
917.72
.1
Supplying & fixing 560mm dia SFRC manhole frame &
cover as per IS : 12592-2002 in existing manholes
including grouting the frame in PCC M-15 complete in all
respect as directed by the Engineer.HD-20
18.00 each 2400.00 each 43200
10 1.1.3Carriage of Materials by mechanical,transport, including
loading, unloading and stacking Sand, bazri, ballast,
kankar for lead 5 Km
200.00 Cum 132.00 P.Cum 26400
11
P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg.
/Cm.) approved quality /make including joining the
pipe with solvent cement rubber ring and lubricant
110mm dia
18.00 251.00 P mtr 4518
12
Construction of chamber in all type of soil with 300
mm thick masonry in Cm 1:6 m 100mm thick C.C.
1:5:10 in foundation, 20mm thick insider plaster in
Cm 1:6, finished with floating neat cement, 50mm
thick M-15 grade C.C. flooring , earthwork etc.
complete as per design including disposal of surplus
earth within a lead of 50 mtr. Inside size
300x300mm depth upto 0.5m & 5Kg C.I. cover with
frame
18.00 539.00 each 9702
13
Supplying and fixing Soorsagar Bhura or Equivalent
ashlar sills, lintels and dassa, bearing, bed & top
surface made perfenctly even, jambs, skirting steps
etc. rough dressed: Upto 15 cm. thick
1.08 Cum 4475.00 4833
14
Providing and laying in position cement concrete of
specified grade
excluding the cost of centring and shuttering - All
work upto plinth
level : 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm
nominal size)
2.70 Cum 4280.00 11556
Total G Schedule 499617.2567
1-
2-
3-
4-
Terms and Condition :-
dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhA
l'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA
dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA
5-
6-
7-
8-
9-
10
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
(Signature of Contractor)
xq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkA
th 'ksM~;wy esa vkbZVe okbZt njsa ekU; ugha gksxhA ch-,l-vkj- ij izfr'kr vf/kd vFkok de njsa gh ekU; gksxhA
lHkh izdkj ds dj laosnd dks ogu djus gksxsA
th 'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vad.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhA
laosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhA
NAGAR NIGAM, JODHPUR.
Name _______________
fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A
EXECUTIVE ENGINEER
NIT No. ………….. date …………… Sr No.
Last Date of Sale :- Earnest Money : Rs.
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……………………………………………….
S
.No.
Ite
m
No.
Particulars Qty. Unit Rate Per Amount
2.4
Dismantling of existing structures like culverts, bridges,
retaining walls, CC road and other structure comprising of
masonry, cement concrete, wood work, steel work, including
T&P and scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable material and
stacking the serviceable material with all lifts and lead of 50
metres as directed by Engineer.
2.4.
1Cement Concrete Grade M-15 and above and PCC blocks 23.77 Cum
11.00 Cum
OFFICE OF THE MUNICIPAL CORPORATION, JODHPURESTIMATE
Rate Based on RUIDP 2017
Name of Work - Construction Of Sewerage and CC Road in ward no. 46 Khania Ghali No.3 to Jubaida
Masjid
1
"G" SCHEDULE
17.68 Cum
18.00 Cum
Total 70.44 Cum
Taking 70 % of total Quantity 49.31 Cum 427.00 21054.8149
2.4.
2
Lime Concrete, cement concrete grade M-10 (1:5:10) and
below23.77 Cum
11.00 Cum
17.68 Cum
18.00 Cum
Total 70.44 Cum
Taking 60 % of total Quantity 42.26 Cum 264.00 11157.8544
24.2.
1
Earth work in excavation for roadway, including trimming
bottom and side slopes in accordance with requirement of line,
grades and cross sections, including disposal of surplus
material with all lift and lead upto 1000 metre as per MoRT&H
specification clause 301. In all type of soil .
180.00 Cum
103.60
Total 283.60 Cum 145.00 41122
3 9.3
Providing and laying lean cement concrete 1:4:8 in Sub- base
over a prepared sub-grade with coarse and fine aggregate
conforming to IS: 383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to exceed 15:1,
aggregate gradation after blending to be as per table 600-1,
cement content not to be less than 150 kg/ cum, optimum
moisture content to be determined during trial length
construction, concrete strength not to be less than 10 Mpa at 7
days, mixed in concrete mixer, laid manualy, compacted with
surface vibrator, finishing and curing complete as per clause
601, 112 of MoRT&H specification including all material,
labour, machinery, lighting, guarding and maintenance of
diversion
23.77 Cum
11.00 Cum
17.68 Cum
18.00 Cum
Total 70.44 Cum 2300.00 162014.3
49.5.
1
Providing and laying un-reinforced, plain cement concrete mix
with
Concrete Mixer & vibrator pavement over a prepared sub base
with
43 grade cement , coarse and fine aggregate conforming to IS:
383,
maximum size of coarse aggregate not exceeding 25 mm,
mixed as
per approved mix design, laid, spread, compacted and finished
in a
continuous operation including provision of contraction,
expansion,
construction and longitudinal joints etc including all material,
labour,
machinery, lighting, guarding and maintenance of diversion.
PCC M-20
23.77 Cum
11.00 Cum
17.68 Cum
18.00 Cum
70.44 Cum 4570.00 321915.37
525.
1.1
Random rubble masonry with hard stone in foundation and
plinth Cement mortar 1:6 (1 cement : 6 coarse sand)21.72 Cum 3190.00
P.Cu
m69277.23
632.
3.2
Cement plastering including T&P, scaffolding, material and
complete labpour, including cost of water, curing, racking of
joints etc. with 20 mm cement plaster of mix :1:4 (1 cement : 4
fine/ coarse sand)
57.15 Sqm 210.00P.Sq
m12001.5
717.
18.
3
Providing at site, lowering & laying in trenches, aligning &
jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003
(amended up to date) marked and pipes from 300 mm and
upto 1800 mm manufactured through vertical casting process
at all depths with Rubber gaskets (EPDM/SBR) for sewer lines
as per IS: 5382
(including cost of Rubber gaskets, lubricants) as per drawing,
sectional hydro testing of the sewer pipe line (including cost
and conveyance of water to site for testing) etc., complete as
per specification and / or as directed by Engineer.250 mm
internal diameter
150.00 mtr 804.00 p.mtr 120600
8
Providing granular bedding having width = outer dia of pipe
(Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm
(whichever is higher) and haunching = 0.5Bc, with graded hard
crusher broken stone of 100% passing through 20mm sheive, 20
to 50 % passing through 10mm sheive and 100 % retain on
6.3mm sheive, laying in layers of thickness 10/15cm including
ramming, consolidation etc complete for all type of pipes of
following sizes as per drawing and
or as directed by Engineer.. 250mm nominal dia
150.00 149.00 p.mtr 22350
917.
72.
1
Supplying & fixing 560mm dia SFRC manhole frame & cover
as per IS : 12592-2002 in existing manholes including grouting
the frame in PCC M-15 complete in all respect as directed by
the Engineer.HD-20
32.00 each 2400.00 each 76800
101.1.
3
Carriage of Materials by mechanical,transport, including
loading, unloading and stacking Sand, bazri, ballast, kankar for
lead 5 Km
453.20 Cum 132.00P.Cu
m59822.4
11
P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.)
approved quality /make including joining the pipe with
solvent cement rubber ring and lubricant 110mm dia
38.00 251.00 P mtr 9538
12
Construction of chamber in all type of soil with 300 mm
thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in
foundation, 20mm thick insider plaster in Cm 1:6,
finished with floating neat cement, 50mm thick M-15
grade C.C. flooring , earthwork etc. complete as per
design including disposal of surplus earth within a lead of
50 mtr. Inside size 300x300mm depth upto 0.5m & 5Kg
C.I. cover with frame
45.00 539.00 each 24255
13
Supplying and fixing Soorsagar Bhura or Equivalent
ashlar sills, lintels and dassa, bearing, bed & top surface
made perfenctly even, jambs, skirting steps etc. rough
dressed: Upto 15 cm. thick
2.70 Cum 4475.00 12082.5
14
Providing and laying in position cement concrete of
specified grade
excluding the cost of centring and shuttering - All work
upto plinth
level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm
nominal size)
6.75 Cum 4280.00 28890
Total 992880.9693
1-
2-
3-
4-
5-
6-
7-
8-
9-
10
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
Terms and Condition :-
dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhA
l'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA
dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA
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laosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhA
xq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkA
fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
(Signature of Contractor)
Name _______________
NIT No. ………….. date …………… Sr No.
Last Date of Sale :- Earnest Money : Rs.
Date of Receipt :-
Copy issued to M/s ……………………………………………….
S.No. Particulars Qty. Unit Rate Amount
1 Dismantling stone rubble masonry including
stacking of serviceable material and disposal
of unserviceable material within 50 meters
lead. In Cement mortar. 23.49 cum 751 17640.99
Demolishing cement concrete including
disposal of material within 50 meter lead : a)
1:3:6 or richer mix. 11.25 Cum 645 7256.25
b) 1:4:8 or leaner mix. 11.25 Cum 396 4455
3 Providing and laying in position cement
concrete including curing compaction etc. of
specified grade excluding the cost of centering
and shuttering All up to plinth level 1:5:10
(1Cement :5 Course Sand :10 Graded stone
aggregate 40 mm nominal size (Crusher
Broken) 18.86 Cum 2519 47508.00
JODHPUR MUNICIPAL CORPORATION
Name of Work :- ward no.49 rajeev gandhi memorial chowk me baradari ka nirman
work.
BASED ON PWD BSR 2013
2
"G" SCHEDULE
CR No. …………… Dated. …….
4 Random Rubble stone masonary for
foundation and plinth in Cement Sand Mortar
above 30 Cm. thick wall IS 1597 (Part-I) 1992
in : CM 1:6 42.53 cum 2882 122571.00
5 Random Rubble stone masonary for
superstructure above plinth level one storey
height above 30 Cm. thick walls in : Cement
Mortar 1:6 (1-Cement:6-Sand). 49.02 Cum 3464 169805.00
6 Extra for facing as per design and detailed
specifications including additional cost of
stones over for : Course rubble facing First
Sort. 51.20 Sqm 322 16486.00
7 Extra for facing as per design and detailed
specifications including additional cost of
stones over for : Course rubble facing Second
Sort. 112.80 Sqm 227 25606.00
8 Providing and laying in position specified
grade of reinforced cement concrete including
curing compaction finishing with rendering in
cement sand mortar 1:3 (1-Cement:3-coarse
sand) and making good the joints excluding
the cost of centering, shuttering and
reinforcement. All work up to plinth level IS
456-2000: 1:1.5:3 2.23 cum 4329 9654.00
9 Reinforced cement concrete work in beams,
suspended floors, roofs, girders having slopes
up to 15o , landings, balconies, shelves,
chajjas, lintels, bands, plain windows sills,
staircases and spiral staircases, up to floor
three level including curing, compaction,
finishing with rendering in cement sand mortar
1:3 (1-Cement:3-coarse sand) and making
good and joints excluding the cost of
centering, shuttering and reinforcement : with
1:1.5:3 (1-Cement:1.5 coarse sand:3-graded
stone aggregate 20 mm nominal size). 10.65 Cum 4832 51461.00
10 Centering and shuttering with plywood or steel
sheets including strutting, propping, bracing
both ways and removal of formwork for
foundations in basements rafts, footings, strap
beams, bases of columns , etc. up to plinth
level. 9.60 Sqm 123 1181.00
11 Centering and shuttering with plywood or steel
sheets including strutting, propping, bracing
both ways with wooden members and removal
of formwork for superstructure up to 4.5 mtr
above plinth, for : Suspended floors, roofs,
landings, staircases, balconies, girders,
cantilevers, bands , coping, bed plates, anchor
blocks, sills, chhajjas lintel, beam etc.
69.40 Sqm 266 18460.00
12 Providing and fabricating reinforcement for
R.C.C. work including straightening, cutting,
bending, placing in position and binding
(including cost of binding wire) all complete
up to floor three level. Hot rolled deformed
bars (IS : 1139) 3300 Kg 60 198000.00
13 Brick work in partition in super structure up to
third storey 7 Cm. thick (brick on edges) using
bricks of class designation 75 with nominal
hoop rainforcement (2 Nos 6mm MS bar) at
every fourth course in Cement mortar 1:4 (1-
Cement:4-coarse sand). 3.60 Sqm 421 1516.00
14 Supplying and fixing Soorsagar Bhura or
Equivalent ashlar sills, lintels and dassa,
bearing, bed & top surface made perfenctly
even, jambs, skirting steps etc. rough dressed:
upto 15 cm thick 0.57 cum 4475 2551.00
15 Plaster on new surface on walls in cement
sand mortar 1:4 including raking of joints etc.
complete fine finish : 25 mm thick. 210.00 Sqm 204 42840.00
15A Add extra for plaster done over ceiling. 20%
from above rate. 70.00 Sqm 244.8 17136.00
16 Polished Blue Kota Stone flooring skirting,
laid over 20 mm thick base of C.M. 1:4 and
jointed with grey cement slurry to match the
shade of the slab including rubbing and
polishing complete : For area of each slab up
to 2001 to 5000 Sq. Cm : 25 mm thick 75.00 Sqm 918 68850
17 Cement concrete flooring grade 1:2:4 (1-
Cement:2-Coarse sand:4-graded stone
aggregate) rounding off edges etc. but
excluding the cost of nosing of steps etc.
complete : 50 mm thick with 20 mm thick
nominal size aggregate. 72.96 Sqm 281 20501.76
18 Cement concrete flooring grade 1:2:4 (1-
Cement:2-Coarse sand:4-graded stone
aggregate) rounding off edges etc. but
excluding the cost of nosing of steps etc.
complete : 75 mm thick with 20 mm thick
nominal size aggregate.
Terrace 58.56 Sqm 371 21725.76
19 Supplying and Fixing Jodhpur Sand Stone
Machine cut Dash , coping, sills, lintel, fixed
in cement sand mortar 1:4 (A) 9 cm (3.5")
thick. 24.10 Sqm 1734 41789.4
20 Supplying and fixing ashlar solid block pillars
fully fine (3 lines) dressed . Soorsagar or eqvt.
White Ashlar 10.04 cum 27712 278228.48
21 Supply & fixing of stainless steel pipe railing
for ramp railing height, 90 cm. with 40 mm dia
stainless steel pipe with 18 gauge with drop
(vertical post) at 90 cm. C/C and intermidiate
horizontal pipe with suitable height of same
size and gauge with coupling, grinding and
polishing & fix of master pieces as per
required point as per approved design of
Engineer incharge.50.00 mtr 2493 124650
22 Chiesel dressing of machine cut jodhpur ashlar
stone 90.00 sqm 431 38790
23 Supply & fixing or equivelent white ashlar
2.10 M (7' span) finished. 10.00 each 14879 148790
24 Supply & fixing or equivelent white ashlar
1.50 M (5' span) finished. 10.00 each 11195 111950
25 Supplying and fixing ashlar stone chhajja 5 to
7 cm. thick all exposed surface fully fine
dressed, weather dripped includin 75x75mm.
Cement bota (1:2:4) between chhajja & wall
(single piece upto 1:2m length) : (B) White
Ashlar three line dressed 33.00 sqm 1321 43593
26 Supplying and fixing Red ashlar stone Jali 5 to
7 cm. thick curved (A) Red Ashlar upto half
depth 19.80 sqm 1757 34788.6
27 Fine dressing of ashlar stone work (payable on
Executive Engineer's test checking): (A) White
Ashlar three line 75.60 sqm 1072 81043.2
27a (B) White Ashlar one line 33.00 sqm 539 17787
28 25mm thick fine dressed and machine grinded
surface stone flooring over 20mm (av.) thick
base in cement in CM 1:6 with joints finished
flush with: White sand stone 150.00 Sqm 495 74250
29 P&F white ashlar Todies of machine cut for
corners of porch fixing in cement mortar or
gypsum etc. complete in all respect size
45x30x10 cm. 25.00 each 1020 25500
29a Supplying and fixing ashlar coping ordinary 7
to 10 cm. thick 2-line dressed (normal length
of single piece not less than 0.90m) (a)
Soorsagar or eqvt. White Ashlar 8.00 Sqm 6512 52096
30 Distempering with oil bound washable
distemper of approved brand and manufacture
to give an even shade including all scaffolding
: New work (two or more coats) over and
including scrapping and priming coat with
cement primer. 300.00 Sqm 66.7 20010
31 Painting with enamel paint of approved brand
and manufacture to give an even shade : Two
or more coats on new work. 30.00 Sqm 54 1620
32 Pointing on stone masonary in cement sand
mortar 1:3 (1-Cement:3-Sand) : Deep grooved
pointing 90.00 Sqm 105 9450
33 Finishing wall with water proofing cement
paint of approved brand and manufacture and
or required shade to give an even shade
including all scaffolding : New work (Three or
more coats). 90.00 Sqm 71 6390
34 P&F rigid PVC Pipe (IS:4985 mark) class II(4
Kg. /Cm.) approved quality /make including
joining the pipe with solvent cement rubber
ring and lubricant. 110 mm dia 10.50 Mtr 251 2635.5
35 P&F rigid PVC pipe fittings (IS: 4985 mark)
of approved quality /make including joining
the pipe with solvent cement rubber ring and
lubricant: c) Multi floor trap 110mm dia 3.00 Nos 271 813
35a d) Bend 87.5 110mm dia 3.00 Nos 162 486
36 Wiring of light point/ fan point/ exhaust fan
point/ call bell point with 1.5 sq. mm FR PVC
insulated unsheathed flexible copper
conductor 1.1 kV grade and 1.5 sq.mm FR
PVC insulated unsheathed flexible copper
earth conductor 1.1 kV grade (IS:694) of
approved make in surface / recessed ISI
marked medium duty PVC conduit & it's
accessories, round tiles,18 SWG M.S. box
with earth terminal, screwless cage connectors
for neutral looping in switch board & falce
ceiling point, 6 A switch, 3.0 mm thick
phenolic laminated sheet, zinc plated / brass
screws, cup washers, making connections,
testing etc. as required. Short point (up to 3
mtr.) Gr. 110 Nos. 188.5 1885.00
36a Medium point (up to 6 mtr.) Gr. 1 5 Nos. 334 1670.00
36b Long point (up to 10 mtr..) Gr.1 4 Nos. 489.5 1958.00
37 Wiring of 3 pin 5 amp. light plug point with
1.5 sq. mm FR PVC insulated unsheathed
flexible copper conductor 1.1 kV grade and
1.5 sq.mm FR PVC insulated unsheathed
flexible copper earth conductor 1.1 kV
grade(IS:694) of approved make in surface /
recessed ISI marked medium duty PVC
conduit & it's accessories, 18 SWG M.S. box
with earth terminal, screwless cage connectors
for neutral looping in switch board & falce
ceiling point, 6 A switch, 6 A socket, 3.0 mm
thick phenolic laminated sheet, zinc plated /
brass screws, cup washers, making
connections, testing etc. as required. On board 4 Nos. 69 276.00
38 S & F Following sizes (dia.) of ISI marked
medium duty PVC conduit along with
accessories in surface/ recessed using saddles,
clamps, fastener as required including cutting
the wall and making good the same as
required. Group-2. 25 mm 40.00 Mtr 29 1160.00
39 Supplying and drawing FR PVC insulated &
unsheathed flexible copper conductor ISI
marked (IS : 694) of 1.1 KV grade and
approved make in existing surface or recessed
conduit/casing capping including making
connections etc. as required. 2 x 2.5 sq. mm. +
1x1.5sqmm Gr. 1 45.00 Mtr 40 1800.00
39a 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. Gr. 1 10.00 Mtr 62 620.00
40 Wiring for sub mains ISI marked (IS:694)
1100 Volts grade PVC insulated flat twin core
sheathed solid aluminium conductor with 10
SWG G.I. Support wire duly clipped etc. as
required. 4.0 sq.mm 4.50 Mtr 16.5 74.00
41 Supplying and fixing of power plug point
accessories on 18 SWG metal box of size 175
x 100 x 60 mm. on surface or in recessed with
suitable size phenolic laminated sheet cover
including cost of 6 pin 16 amp. Switch and
socket outlet , making connection , testing ,
etc. as required. Gr.1 2 Nos. 140 280.00
42 P&F Recessed/ Surface mounting heavy duty
horizontal type sheet steel Distribution board
phophatised/ powder painted complete with
100 A copper bus bar, shorting link , neutral
link, earth link and din bar, conforming to
IS13032 & IS8623 including making internal
DB terminations with copper lugs , testing
etc. as required. Gr.1 Double Door (Single
Phase) 1 Nos. 967 967.00
43 P&F 240/415 V MCB of breaking capacity not
less than 10 KA (B/ C/ D tripping
characteristic) ISI marked IS 8828(1996)]/
conforming to IEC 60898 in existing
board/sheets including making connections
with lugs, testing etc. as required. Single pole
MCB 6 A to 32 A rating Gr.1 4 Nos. 151 604.00
44 P&F 240/415 V isolator conforming to
IS:13947-III/ IEC 60947-3 on existing board /
sheet including making connections with lugs ,
testing etc. as required. Double pole isolator
30 A / 40 A rating 1 Nos. 298 298.00
45 P & F IS:371 marked 6 amp surface type
ceiling rose including making connection
testing etc. as required. 4 Nos. 16 64.00
46 P & F 1.6 mm thick M.S. Recessed fan box,
hexagonal/ round of size 100 mm dia, depth
75mm, 12 mm dia rod fan hook with 100 mm
length extended on each side . 6 Nos. 51 306.00
47 P & F double ball bearing capacitor start
ceiling fan of approved make complete with
regulator and other accessories as required.
(for estimation purpose only) 1200 mm sweep
6 Nos. 1203 7218.00
P & F surface/recessed type 10 mm thick Teak
wood board duly antitermite treated, varnished
and fixed by using gutties/ PVC fasteners of
following size as required. a) 100 mm x 175
mm 4 Nos. 16 64.00
b) 200 mm x 250 mm 3 Nos. 28 84.00
49 P & F strip type fluorscent tube fitting
fabricated from (CRCA sheet and finished
with powder coating / stove enamelled
paint)/(extruded non corrosive UV resist EP
channel) complete with accessories like
(OCCB, starter, starter seat)/ EB, rotor holder,
terminal block duly prewired with copper
conductor including making connection,
testing etc. as required. ( without tube) 1 X 36
Watts with EB Gr.1 5 Nos. 436 2180.00
50 P & F Fluorscent tube rod in existing fixtures
as required Flourscent powder coated 36/40
Watts Gr. 1 5 Nos. 56 280.00
2001653
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48
Terms and Condition :-
dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhA
l'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA
4-
5-
6-
7-
8-
9-
10
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
(Signature of Contractor)
lHkh izdkj ds dj laosnd dks ogu djus gksxsA
dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA
th 'ksM~;wy esa vkbZVe okbZt njsa ekU; ugha gksxhA ch-,l-vkj- ij izfr'kr vf/kd vFkok de njsa gh ekU; gksxhA
fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
Name _______________
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