Nashik Municipal Corporation, Nashik
T- 69-02
Name Of Work -: Asphalting of WBM Road at various places in Nashik west. div.
Estimate Cost ::- 47,52,637/Sr.
No.
1.
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3.
4.
5.
6.
7.
8.
9.
Description
Qty
Rate
Unit
Amount
Excavation for roadway in earth, soil of all sorts, sand,
gravel or soft murum including dressing section to the
required grade, camber and side slopes and
conveying the excavated materials with all lifts upto a
lead of 2Km. and spreading for embankment or
stacking as directed. By Mechanical Means.
Spec. No.: MORTH 301
Excavation for catch / side water gutter in strata to
the specified section including stacking the excavated
stuff in a regular bund and disposing of unsuitable or
excess stuff as directed all sorts of soils. By
Mechanical Means Spec No MORTH 309
Conveying materials obtained from road cutting
including all lifts, laying in layers breaking clods,
dressing to the required lines, curves, grade and
section , for a lead of over 1 km from the excavation
to the site of deposition as directed. Spec. No.
MORTH 305
Providing Laying cement concrete pipe of I.S. NP3
Class of diameter in proper line, level & slope
including providing, fixing collars or spigot and socket
joint by rubber ring and in cement mortar 1:2 etc.
complete. Spec.No. : CD.7 Page.No. 162 GRADE ii
450mm dia
268.30
53.60
Cum
14380.88
305.64
66.20
Cum
20233.37
573.94
121.70
Cum
69848.50
Supplying hard murum/ kankar at the quarry site,
including conveying and stacking complete. Spec No
MORTH 408
Spreading hard murum for side width complete Spec
No MORTH 408
Compacting the hard murum side widths layers on
each side with power roller including artificial
watering complete. Spec No MORTH 408
310.00
537.80
Cum
166718.00
310.00
33.60
Cum
10416.00
1406.4
0
8.40
Sqm
11813.76
Wet Mix Macaddam Providing Laying Spreading
and compacting graded stone aggregate to wet mix
macadam specification including premixing the
material with water at OMC in mechanical mix plant
carriage of Mixed Material by ripper to site, laying in
uniform layers with paver in sub- base / base course
on well prepared surface and compacting with
vibratory roller to achieve the desired density. Spec.
No. : MORYH 406
Providing , Laying, spreading and compacting stone
aggregates of specific size to water bound macadam
specification including spreading in uniform
thickness, hand packing to proper grade and camber,
applying and brooming requisite type of screening /
binding Materials to fill up the interstices of coarse
aggregate, watering and compacting with power
356.70
1353.90
Cum
482936.13
17.10
1455.00
Cum
24880.50
10
11.
12.
13.
14.
15.
roller complete
By Manual Means Grading I
a) using Screening type A ( 13.2 mm Agr )
Spec. No. : MORTH-404
Providing , Laying, spreading and compacting stone
aggregates of specific size to water bound macadam
specification including spreading in uniform
thickness, hand packing to proper grade and camber,
applying and brooming requisite type of screening /
binding Materials to fill up the interstices of coarse
aggregate, watering and compacting with power
roller complete
By Manual Means Grading II
a) using Screening Crushable type such as
Murum or Gravel )
Spec. No. : MORTH-404
Providing , Laying, spreading and compacting stone
aggregates of specific size to water bound macadam
specification including spreading in uniform
thickness, hand packing to proper grade and camber,
applying and brooming requisite type of screening /
binding Materials to fill up the interstices of coarse
aggregate, watering and compacting with power
roller complete
By Manual Means Grading II
a) using Screening type B ( 11.2 mm Aggegate )
Spec. No. : MORTH-404
Providing and applying tack coat on the prepared
surface heating by fames in roller and spraying
bitumen set footed in bitumen boiler on
B.T. surface 5 kg /10 sqm . VG 30 bulk Bitumen Spec
.No. M.O>R.T.& H- 503
Providing and applying tack coat on the prepared
surface heating by fames in roller and spraying
bitumen with spray set footed in bitumen boiler on
W.B.M surface, with primer @ 10 kg / 10 sqm on
with VG-30 bulk Bitumen Spec .No./ M.O.R.T.& H503
Bituminous macadam Providing and laying
bituminous using crushed aggregates of specified
grading premixed with bituminous binder,
transported to site with VTS, laid over a previously
prepared surface, finished to the required grade,
level alignmen and rolling to achive the disered
compaction 50 /75 mm compacted thickness with
3.0 % VG-30 Bitumen USING Drum mix plant with
SCADA sensor paver finesher etc. complete
Spec. No. : As per MOrth Specification fifth edition
Clause No. 504 and IRC- SP 97-2013
Bituminous macadam Providing and laying
bituminous macadam using crushed aggregates of
specified grading premixed with bituminous binder,
transported to site laid over a previously prepared
surface, finished to the required grade, level
alignmen and rolling to achive the disered
compaction for 50 /75 mm compacted thickness with
3.5 % VG-30 Bitumen Excluding prime / tack coat. For
Bitumen VG-30 bulk-- USING Drum mix type hot mix
3.15
1439.10
Cum
4533.17
213.60
1601.70
Cum
342123.12
6608.0
0
26.00
Sqm
171808.00
4528.0
0
51.00
Sqm
230928.00
38.00
6216.00
Cum
236208.00
160.40
6841.00
Cum
1097296.40
16.
17.
18.
19.
plant with SCADA , Sensor Paver , finsher complete.
Spec. No. : As per MORTH Specification fifth Edition
Clause No. 504 and IRC- SP 97-2013
Dense Bituminous macadam: Proving and laying
dense bituminous macadam
using crushed
aggregates of specified grading premixed with
bituminous binder @ 4.50 per cent by weight of total
mix and filler, transported to site laid over a
previously prepared surface, finished to the required
grade, level, alignment, and rolling to achieve the
desired compaction VG-30 Bitumen. Escluding prime
/ tack coat. For Bitumen VG-30 bulk -- USING Drum
mix type hot mix plant with SCADA, Sensor Paver,
finisher complete.
Spec. No.: As per MORTH specification Fifth Edition
Clause No.507 and IRC-SP-97-2013
Btuminous Concrete : Providing and laying
bituminous Concrete using crushed aggregates of
specified grading premixed with bituminous binder @
6.25 % by weight of total mix and filler, transported
to size with VTS , laid over a preciously prepared
surface , finished to the required grade. Lavel ,
aligment, and rolling to achieve the desired
compaction VG-30 Bitumen, Excluding prime / tack
coat. For Bitumen VG-30 bulkUSING Dram mix type
hot mix plant with SCADA sensor paver finsher etc
complete
Spece No. AS Per MORTH Specification fifth edition
Clause No. 507 and IRC- SP 97-2013
Royalty charges should be paid as per circular of
revenue & forest Dept. by the contractor regularly to
the govt. contractor should produce the delivery
challan, payment receipt pakka bill etc. complete
along with every R.A/final bill as applicable( It is
entire responsibility of the contractor to pay the
royalty charge to the Govt.)
Quality Control Charges
Specific Gravity and etc.
Extraction Test ( for 50 cum / 01 test)
Job mix design for A.C.
66.00
7720.00
Cum
509520.00
123.10
9694.00
Cum
1193331.40
490.05
141.34
Cum
69263.66
3.00
11.00
1.00
2500.00
1300.00
13000.00
Nos
Nos
Nos
7500.00
14300.00
13000.00
Total
47,52,637
I am / we are prepared to do the work-----------% Above / Below at estimated rates.
Contractor
Sd/-xxx
Executive Engineer (Works)
Nashik Municipal Corporation, Nashik
