Estimation for sy no:155/19 in Mysore.
` 1acre 34 gunta
SL NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
1 Cleaning and grubbing road and land including uprooting
rank vegetation.grass,bushes,shurbs, sapling and trees
girth up to 300mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials.Removable of
top organig soil not exceeding 150 mm thickness
complete as per specification by mechanical means smt 7486.7 25 187167.5
2 Earth work excavation for pipe lines and strom water
drains trenches by using hydraulic eqipments.
UGD lines 240.24m3
Water lines 333m3
Strom water drain 147 m3 Cum 720.24 140 100833.6
3 Refilling pipe line trenches and drain sides with selected
available earth from trench excavation and foundations
including waterng consolidation in layers of 15 cm layers. Cum 720.24 110 79226.4
UGD LINE WORKS
4 Supplying and fixing PVC Astral/Prince foam core SN 4
160mm dia pipes for main line including suitable fittings
Tee, collar,Bends etc including laying to required line and
gradient with all lead and lift.
Rmt 220 980 215600
5 Supplying of unplasticised pipes conforming to Is 15328:
2003 with latest amendment with integral sockets with
ISI mark and conveying to work site, rolling and lowering
into trenches , laying true to line and level and perpect
linking joints, testing and commissioning, including
loading and unloading at both destinations and cut of
pipes wherever necessary including joining with solvent
and specials(excluding cost of specials)with joining of
approved type with all labour, with all lead &lift
including enancing the pipe alround to a depth of not less
than 15 cm with soft gravel. 110 mm pipe Rmt 270 680 183600
6 Providing and constructing of Manhole chambers conical
in shape at top with CC 1:3:6 foundation using 40mm
down size graded metal of approved quality and with an
offset of 0.15 Mtr, alround the chamber and brick masonry
in CM 1:4 plaster with bricks of approved quality and
CM plaster 1:3 propotion 12 mm thick inside and outside
except for the conical surface outside where the thickness
of plaster shall be 20mm thick with 1 to 6 slope in the
concrete towards central drain finished smooth and fixing
of pipes in CC 1:2:4 supplying and fixing plastic foot steps
stagged at 30cms apart and with SFRC manhole frame
heavy duty confirminf IS 12592(part-1:1988)
1.2m to 1.5 m depth Rmt 6 23000 138000
WAER LINE WORKS
7 Supplying HDPE pipes confirming IS 4984-1995 with latest
amendments and conveying to work site including
loading and unloading at both destination and rolling,
lowering into trenches,laying true line and joining pipes
and specials giving hydraulic test as per relevant ISS with
all lead and lift . Excluding required specials and fittings Rmt 210 720 151200
90 mm dia
8 Supplying HDPE pipes confirming IS 4984-1995 with latest
amendments and conveying to work site including
loading and unloading at both destination and rolling,
lowering into trenches,laying true line and joining pipes
and specials giving hydraulic test as per relevant ISS with
all lead and lift . Excluding required specials and fittings
Site connections 20 mm Dia Rmt 240 180 43200
BOX DRAINS
9 Providing laying plain/reinforced cement concrete for
side drains using M20 nominal mix concrete with OPC
cement at 300kgs. With 20mm and down size granite
metal coarse aggeregates at 0.69 cum and fine aggregate
at 0.43 cum machine mixed. Well compacted for walls and
botttom including centring shuttering cost of materials
HOM of machinery curing etc,. Including cost of steel as
per MORTH specification No 1500-1700-2200. including
cost of materials and labour,HOM, asper specification
Wall 125mm and bottm 75mm thickness ,top covering
slab 75mm thickness. Cum 245 2800 686000
ROAD WORKS
10 Loosening, levelling and compacting original ground
supporting embackment to facilitate placement of first
layers when laying of earth in layers of embackment
subgrade, scarified to depthof 150mm, mixed with water
at OMC and then compacted by rolling so as to achive mi-
nmum dry density as given in table 300-2 specification
No 305,3.4 . Including HOM, construction labour etc,.
11 Wet mix mecadam , providing, laying, spreading and
compacting graded stone aggregate of granite/trap/basalt
to wet mix mecadam specifications including mixing the
material with water at OMC in mechanical mix plant
carriage of mixed materials by tippper to site, laying in
uniform layers with paver in sub-base/base course on well
prepared surface and compacting with vibratory roller
to achive desired density complete as per specifications
MORH specification No 406
12 Primer coat /Tack coat M 500-6. Providing and applying
primer coat with S.S bitumin emulsion on prepared surface
of granular base such as WMM including clearing of road
surface and spraying primer at the rate of 0.60 kg/sqm
using mechanical means complete as specifications.
MORH specification No 502.
13 Providing and laying bituminous mecadam on prepared
surface with crushed coarse aggeregates as per design mix
formula for base/binding course including loading of aggre-
gates with F.E loader, hot mixing of stone aggregates and
bitumin in hot mix plant, transporting the mixed material in
tipper to paver and laying mixed materials with paver
finisher to the required level and grade. Rolling by smooth
wheeled vibratory and tandem rollers to achive the desired
density, but excluding cost pf primers/tack coat and include-
ing lead,lift and cost of materials, labour,HOM,complete
as per specifications, clause 504 of MORTH V revision using
120 TPH capacity asphalt batch mix plant 50mm-60mm thick
with 3.3% VG-30 bitumin.
14 Providing and laying semi densebituminous concrete
using crushed aggregates of special grading , premixed
with bituminous binder and filler, transporting the hot mix
to work site ,laying with a paver finisher to the required
grade,level and alignment, rolling wity smooth wheeled
vibratory and tandom rollers to achive the desired
compaction as per MORTH specifications clause No 508
complete in all respects as per specifications. Using
120 TPH capacity asphalt batch mix plant with sensor paver
grading ll (25-30mm) with 5% of CRMB-55 grade. Sqm 720 1540 1108800
PARK
15 Earth work excavation for foundation of structures up to
3 mtrs.
16 Plain cement concrete M 10
17 Providing and constructing granite/trap/basalt size stone
masonry with cement mortor, stone hammered dressed
in courses not less than 20 cms high, bond stones at 2M
apart in each course including cost of materials, labour
curing all complete as per specifications.
18 Providing and laying PCC M15 at 240 kgs, with 20mm down
size graded aggregates at 0.878 and fine aggregates at 0.459
machine mixed concrete for plith.
19 Chain link mesh fencing , providing and fixing 50x50 mm
14 gauge square tubelars at 8' intervals and welding the
pillars top and bottom with 32mm dia 14 gauge MS pipes
ang rolling and welding all round with 3mm gauge 50x50 mm
opening chain link mesh, painting the fence with one coat
metal primer and one coat enamel all complete with all
materials and labour complete as per specifications. Sft 123.4 4200 518280
Providing concrete pavers for Footpath including fixing 63mm
pavers of approved quality fixing to required level including
earth levelling all complete. Sft 965 80 77200
20 Construction STP as per design and drawing NEBR concrete kld 20 90000 1800000
structure
21 Electrification work as approved drawing over head 1500000
system. Excluding departmental deposits
Miscellenaous item including CA site fencing and site stone
22 fixing with nameing stone. 800000
TOTAL 7589108
Note: extra for blasting works.
extra for man holes above 1.5 m depth.
Water source to be provide.
Electrycity to be provide.
Running bill will produce as per work progress.
