Nashik Municipal Corporation, Nashik
T- 69-01
Name Of Work -: Asphalting & Resurfacing at various places of Satpur M I.D.C. in Satpur Div
Estimate Cost :- 1,83,94,947/Sr.
No.
1)
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
1650.00
53.60
Cum
88440.00
2)
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
2001.00
66.20
Cum
132466.20
3)
Conveying materials obtained from road cutting
including all lifts, laying in layers, breaking clods,
dressing to the required lines, curves, grades and
section for a lead of over 1km to2 Km. from the site
of excavation to the site of deposition as directed.
Spec No MORTH 305
3651.00
121.67
Cum
444217.17
4)
Providing Laying cement concrete pipe of I.S. NP2
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
450mm dia
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
Providing and laying 75mm thick compacted Modified
Penetration Macadam withVG 30 bitumen over
existing BT surface including thoroughly cleaning the
BT surface by using mechanical broom or approved
equipment, applying tack coat at the rate of 0.5
kg./sqm., spreading 40 mm size metal (30 % Crushed
metal + 70 % Hand broken) by bringing blasted rubble
on site of work) at the rate of 0.09 cum./sqm.
Compacting metal with roller and Bitumen is then
spread at the rate of 2 kg/sqm., spreading 12 mm
metal at the rate of 0.018 cum./sqm. The surface
shall be lightly rolled so that metal pieces get
embeded in the bitumen layer and rolling shall
continue until entire surface is thoroughly compacted
etc. complete. (With Vibratory Roller) (including
diversion road).
Spec. No.: As directed by Engineer-in-charge.
40.00
1261.65
Rmt
50466.00
660.00
537.81
Cum
354954.60
660.00
33.60
4398.00
8.40
Sqm
36943.20
6075.00
261.00
Sqm
1585575.00
5)
6)
7)
8)
Cum
22176.00
9)
10)
11)
Providing and applying tack coat on the prepared 39535.00
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
Bituminous macadam: Proving and laying bituminous 365.00
macadam 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 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, alignment, and
rolling to achieve the desired compaction for 80/100
mm compacted thickness with 3.5 % VG-30 Bitumen.
-- USING Drum mix type hot mix plant with SCADA,
Sensor Paver spec no .As per MORTH Specification
fifth Edition Clause No 504 & IRC SP-97-2013
Dense Bituminous macadam: Proving and laying 1004.00
dense bituminous macadam
using crushed
aggregates of specified grading premixed with
bituminous binder @4.00 to 4.50 per cent by weight
of total mix and filler, transported to site with VTS ,
laid over a previously prepared surface, finished to
the required grade, level, alignment, and rolling to
achieve the desired compaction VG-30 Bitumen. -USING Drum mix type hot mix plant with SCADA,
Sensor Paver
Spec. No.: As per MORTH specification Fifth Edition
Clause No.507 and IRC-SP-97-2013
26.00
Sqm
1027910.00
6841.00
Cum
2496965.00
7720.00
Cum
7750880.00
12)
Bituminous Concrete Providing and laying bituminous
concrete using crushed aggregates of specified
grading premixed with bituminous binder @ 6.25 per
cent by weight of total mix and filler, transported to
site with VTS , laid over a previously prepared surface,
finished to the required grade, level, alignment, and
rolling to achieve the desired compaction VG-30
Bitumen, Excluding prime / tack coat. For Bitumen
VG-30 bulk -- USING Drum mix type hot mix plant
with SCADA, Sensor Paver
Spec. No.: Spec. No.: As per MORTH specification
Fifth Edition Clause No.507 and IRC-SP-97-2013
419.00
9694.00
Cum
4061786.00
13)
Providing and applying thermo plastic reflective paint
of approved colour of compound for traffic lane strips
of 3mm thick of pigment 10 % glass beads, 20%
binder and 40% of filler material etc. complete.(Note :
Rate is for actual painted length) Spec. No.: MOST
1995 CI.No. 803.4
a) 10 cm
Providing and fixing Plastic Moulded Cat Eye Stud of
size 100 mm x 100 mm at base with M.S. Zinc coated
nails of size 12 mm dia. of 120 mm long having both
as sides (Dual Direction) high impact ABC 3 Nos of
eyes of 16 mm dia. on both sides containing 7 heads
each i.e. 42 heads in retro reflector etc. complete.
1100.00
48.00
Rmt
52800.00
148.00
435.80
Nos
64498.40
14)
15)
16)
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.)
Testing Charges
858.00
141.34
Cum
121269.72
1.00
Job
Total
103600.00
1,83,94,947
I am / we are prepared to do the work-----------% Above / Below at estimated rates.
Contractor
Sd/-xxx
Executive Engineer (Works)
Nashik Municipal Corporation, Nashik
