NIT No. ………………………… Date …………………………
Last Date of Sale : …………………….
Date of Receipt ………………………………….
Copy Issued to M/s. …………………………………………………….
S.No. Code Item Qty. Unit Rate In Rs. Amount
1 B-14.9 Silt clearance of drains, channels and
canals with lift 1.5 Mtr. and lead up to
50Mtr. 450.00 Cum. 237.00 106650.00
2 1.8 Earth work in excavation in foundation
trenches or drains including dressing of
sides and ramming of bottoms, lift up to
1.5 Mtr. including taking out the
excavated soil and depositing and
refilling of jhiri with watering & ramming
and disposal of surplus excavated soil as
directed within a lead of 50 meter. All
kinds of soil. 160.00 Cum. 159.00 25440.00
JODHPUR NAGAR NIGAM
NAME OF WORK- Repairing and Construction of Nalla at Various places of
Sardarpura Constituency
ESTIMATE
G-SCHEDULE
Sr. No. ……………………………..
Earnest Money : Rs ………………….
Cr. No. ………………. Date …………..
daga nallah
S.No. Code Item Qty. Unit Rate In Rs. Amount
3 1.28 Providing and laying in position cement
concrete of specified grade
excluding the cost of centring and
shuttering - All work upto plinth
level :1:1½:3 (1 Cement : 1½ coarse
sand : 3 graded stone aggregate 20
mm nominal size). 40.00 Cum. 4700.00 188000.00
4 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 1:4:8 (1Cement :4 Course
Sand :8 Graded stone aggregate 40 mm
nominal size (Crusher Broken)
40.00 Cum. 3360.00 134400.00
5 B-3.2 Random Rubble stone masonary for
foundation and plinth in Cement Sand
Mortar above 30 Cm. thick wall in :
Cement Mortar 1:4 (1-Cement:4-Sand).
450.00 Cum. 3450.00 1552500.00
6 Extra for random rubble masonary with
hard stone in superstructure above plinth
level and upto two stories. 90.00 Cum. 622.00 55980.00
7 B-6.1 Plaster on new surface on walls in
cement sand mortar 1:4 including raking
of joints etc. complete fine finish: 25 mm
thick. 1060.00 Cum. 210.00 222600.00
8 6.2 Providing and Fixing of Reinforced Ferro-
Cement Drain cover designed for class
‘A’ loading duly marked on cover with
adequate steel reinforcement having
thickness 75 mm to 150 mm, anti-
corrosive bitumen painted M.S. plate,
Rim and on M.S. fitings 2100*500mm
280.00 Sqm 2509.00 702520.00
daga nallah
S.No. Code Item Qty. Unit Rate In Rs. Amount
9 12.8 Carriage of Earth, Rubbish etc by
Mechanical transport including loading,
unloading stacking etc complete with all
lead & lifts 5Km 180.00 Cum. 66.50 11970.00
3000060.00
SAY RS. 30.00 LACS
Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks 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 i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA
dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr ikap o"kZ rd jgsxhA
I/We agree to execute the above work @ …………...………………% above/below (in figure)
(In word ……………………………..……………………………………………% above/below)
of the 'G' Schedule rates & we agree to abide by general & special conditions of the contract
Signature of Contractor Executive Engineer,
th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA
Total
daga nallah
NIT No. ………………………… Date …………………………
Last Date of Sale : …………………….
Date of Receipt ………………………………….
Copy Issued to M/s. …………………………………………………….
S.No. Item NO. Item Qty. Unit Rate In Rs. Amount
1 2.9
Dismantling of flexible pavements and
disposal of dismantled materials up to a
lead of 50 metres as directed by
Engineer2.9.1 Bituminous courses 320.00 Cum 296 94720
2.9.2 Granular courses 160.00 Cum 206 32960
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 .840.00 Cum 145 121800
3 7.6
Providing, laying, spreading (with paver
finisher only) and compacting wet mix
macadam (WMM) base course
comprising of graded stone aggregate
and granular material conforming to
MORT&H specifications (Table 400-II) in
layers of equal compacted thickness
each consolidated, including pre-mixing
the material with water at OMC in
mechanical mixer (Pug Mill), carriage of
mixed
material by tippers to site, laying in
uniform layers in base course on a well
prepared sub-base/ base course and
compacting with power vibratory-roller to
achieve the desired density complete as
perMoRT&H specification clause - 406
including all material, labour,machinery,
lighting, guarding and maintenance of 2070.00 Cum 1360 2815200
OFFICE OF THE NAGAR NIGAM, JODHPUR
ESTIMATE
RATE BASED ON RUIDP BSR 2017
Name of Work - Const. of B.T. Road and patch repair work at various places in sardarpura
constituency area of jodhpur city.
G-SCHEDULE
Sr. No. ……………………………..
Earnest Money : Rs ………………….
Cr. No. ………………. Date …………..
4
Providing and applying primer coat over
prepared surface ofgranular base with
bitumen emulsion as per IS : 8887 and
approved quality @ 0.6 kg/sqm with the
help of spray set fitted on bitumen
Container (boiler) after cleaning the
surface including removing of binding
material and other foreign matter with
wire brushes and small picks, sweeping
with brooms or soft brushes and finally
dusting with old gunny bags and
compressed air to receive bituminous
treatment complete as per clause 502 of
MoRT&H
specification including all material,
labour, machinery, lighting, guarding and
maintenance of diversion.13800.00 Sqm 20 276000
5 8.3
Providing and applying tack coat on the
prepared surface with bitumen emulsion
as per IS: 8887 and approved quality @
0.2 kg/sqm with the help of spray set
fitted on bitumen Container (boiler) after
cleaning the surface with brooms or soft
brushes and finally dusting with old
gunny bags and compressed air to
receive bituminous treatment complete
as per clause 502 of MoRT&H
specification including all material,
labour, machinery, lighting,
guarding and maintenance of diversion.43200 Sqm 7 302400
6 8.5
Providing and laying bituminous
macadam in 50/75 mm compacted
thickness on prepared surface with
specified graded crushed stone
aggregates as per Table 500-4, Grading-
II for base/ binding course, loading of
aggregate with F.E. loader, heating and
mixing of stone aggregate and bitumen in
computerised hot mix plant, transported
to
site by tippers to paver, laid over a
previously prepared surface with paver
finisher fitted with electronic sensing
device to the required grade, level and
alignment and rolling with power roller
and vibratory compactor as per clauses
501.6 and 501.7 to achieve the desired
compaction complete as per clause 504
of MoRT&H specification
and including all material, labour,
machinery, lighting, guarding and
maintenance of diversion but excluding
cost of primer/ tack coat.With Bitumen
VG-grade 30 @ 3.3% (percentage by
weight of total
mix) 648.00 Cum 4730 3065040
7 8.12
Providing and laying open graded premix
carpet 20mm thick (compacted), on
prepared surface in a single course as
wearing course, composed of specified
graded crushed stone aggregate as per
Table 500-23, premixed with bituminous
binder @ 14.60 kg/ 10sqm (including
cost of anti-stripping compound wherever
required), including loading of material
with F.E. loader, hot mixing of
stone aggregate and bitumen in
computerised hot mix plant, transporting
the mixed material by tippers to paver
and laying with paver finisher fitted with
electronic sensor control to the required
level and grade, compacting smooth
wheeled roller 8-10 tonne capacity and
finishing to required level to achieve the
desired density as per clause 511 of
MoRT&H specification including all
material, labour, machinery, lighting,
guarding and maintenance of
diversion but excluding cost of tack coat/
seal coat.With Bitumen VG-grade 30
21600.00 Sqm 94 2030400
8 8.15.1
Providing and applying premixed seal
coat Type "B" comprising of thin
application of fine aggregate 0.06 cum/
10 sqm premix with bitumen binder @
6.8 Kg/ 10 Sqm (including cost of anti-
stripping compound wherever required)
laying with paver finisher with electronic
sensor control and rolling with power
roller 8-10 tonne complete as per clause
513 of MoRT&H specification including
all
material, labour, machinery, lighting,
guarding and maintenance of
diversion.With Bitumen VG-grade 3021600.00 Sqm 38 820800
9
17.72.1 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-20111.00 each 2400 266400
10
1.1.3 Carriage of Materials by
mechanical,transport, including
loading, unloading and stacking Sand,
bazri, ballast, kankar for lead 5 Km
1320.00 Cum 132 174240
Total 9999960
Note njs pkj ekg rd ekU; gksxhA
l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks 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 i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA
dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr ikap o"kZ rd jgsxhA
I/We agree to execute the above work @ …………...………………% above/below (in figure)
(In word ……………………………..……………………………………………% above/below)
of the 'G' Schedule rates & we agree to abide by general & special conditions of the contract
Signature of Contractor
th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs