road estimate
TRANSCRIPT
Name of work: Raising of DIP on Bavla-Zamp Road between Km 8/0 to 12/0
R E C A P I T U L A T I O N
sub Estimate no 2 Road and diversion
Road estimate Rs 13034400.00
TOTAL 13034400.00
Add 1 % for Quality control 130344.00
Add 1% for contingencies 130344.00
Add 2 % for W.C. establishment 260688.00
Grand TOTAL 13555776.00
SAY Rs 13555800.00
Dy Executive Engineer Executive EngineerAhmedabad sub div R&B Division, Ahmedabad
Ahmedabad Ahmedabad
Superintending EngineerAhmedabad(R& B) circle 1
Ahmedabad
Prepared by: D. M. PATEL , A. A. E
Checked by:
Name of work:
A B S T R A C T
Item No. qty Description Rate Per Amount
1 ###
156.55 CMT 1583425.0
2 1485.00
762.00 CMT 1131570
as per R.A
3 1974.06
1611.96 CMT 3182105.7576
Raising of DIP on Bavla-Zamp Road between Km 8/0 to 12/0
Earthwork for emankment including breacking
clods.dressing with all lead and lift including
watering and consolidation of sub grade in layers
at OMC to requird dry dencity including filling the
dpression which occur during the process using
vibratory roller 8 T to 10 T from borrow area within
2.00 km. lend using selected earth C B R more
than 5% including rolling & watering etc.
Providing laying & construction of granular sub-
base by providing corase granded material i.e
combination of unscreened gravel 53 to 9.5mm
@25% B.T metal 20to 50 mm size 25% & corase
sand 9.5 to 2.36 mm @ 20% & corase sand
2.36mm & below @30%. spreading in uniform
layers with motor grader on prepared
surface.mixing by mix in place method with
rotavator at OMC .and compacting with vibratory
roller to achieve the desired density.complete as
per clause 401 with material granding 1.& as per
table 400-2of MORT&H specification.
Providing and laying 225 mm thickness of
B.T.M.C.metal 40mm to 63mm size including
using 20% filler i.e. stone screening 13.2mm @
0.16cmt & 0.08 cmt stone dust including spreding
watering consolidation and rolling etc.complete at
site of work including loading unloading and filling
the boxes etc complete.
Item No. qty Description Rate Per Amount
4 2120.33
1379.00 CMT 2923938.5175
as per R.A
5 4278.70
19.59 SMT 83819.733
6 5550.00
127.26 SMT 706293.0
providing and laying spreading and compacting
graded stone aggregates to wet mix macadam as
per MORTH specification including premixing the
material i.e. combination of B.T.Metal 25.4 mm to
45mm@30%. B.T.Kapehi 2.36mm to 22.4mm @
40% B.T.Stone dust 2.36mm to 075 mm @30%
with water at OMC in mechanical mix plant
carriage of mixed material by tipper to site laying
in uniform layers with paver/mechanical means in
sub base/base course or well prepared surface
and compacting with vibratory roller to achive the
desired density.As per clause No.406MORT&H
specifications.
Providing and applying priming coat using medium
setting embulsion bitumen as the rate of 7.5
kg/10smt on water bound macadam /WMM
surface including cleaning the surface etc. comp.
providing & laying 37.5 mm thick compacted Built
up sprey grout base course in single layers for
bringing the road surface in to camber and
gradient over existing road surface with bitumen
grade 80/100 for tack coat at the rate of 2.50
kg/10 sq. mt. of road surface area and using 0.50
cum of stone Aggregate per 10 sqm with asphalt
for grouting @ 15 kg per 10 sqm of road surface
and using 0.13 cmt of key aggregate per 10 sqm
of road surface including heating and cosolidation
in both layers by vibratory roller as per MORT&H
specification clause No 506 including cost of all
materials.fuel labours, tools etc. completed.
Item No. qty Description Rate Per Amount
7 24.00
3605.7 NO 86536.8
8 12.00
2927.99 NO 35135.88
Providing and fixing cautionary warning sign board
made of 2mm aluminium sheet size 90x90x90
cms.equilateral triangle as per the design of IRC-
67-1977.pretreated with phospheting process &
acid catching with one coat of epoxy primer and
two coats of best quality epoxy paint.reflectioned
with retro reflective sheeting as per latest M.O.S.T
specification.3.1 mt. long stand post and frame
fabricated from suyitable size iron angle of
35x35x3mm.75x75x6mm as required.painted with
best quality epoxy coating in black and white
bends.the details of symbol for board shall be as
per the instruction of engineer in chage.The fixing
at site shall be in 1:2:4 cc block of size
45x45x60cms. for each leg.including excavation
curing etc.complete under the supervision of
engineer in charge.
Providing and fixinf Hazard marker sign board
made of made of 2mm aluminium sheet size
90x30 cms.rectangle as per the design /drawing
attached (IRC) pre treated with phospheting
process & acid ctching with one coat of epoxy
primer and two coats of best quality epoxy paint
reflectiorised with retro reflective sheeting as per
the latest M.O.S.T. specification 3.1 mt. long stand
post and frame fabricted from suitable size iron
angle of 35x35x3mm and 50x50x5mm.painted
with best quality epoxy coating.the fixing at site
shall be in 1:2:4 cc block of size 45x45x60cms. for
each leg, including excavation curing etc.complete
under the supervision of engineer in charge.
Item No. qty Description Rate Per Amount
9 18.00
2927.99 NO 52703.82
10 18.00
223.21 NOS 4017.78
11 18.00
296.94 NOS 5344.92
12 360.00
2302.00 RMT 828720.00
( NH 5 OR I 8.23 P/33)
Providing and fixing chavion sign board made of
2mm aluminium sheet size 45x60 cms.rectngle as
per the design drawing attached (IRC) pre treated
with phospheting process & acid ctching with one
coat of epoxy primer and two coats of best quality
epoxy paint reflectiorised with retro reflective
sheeting as per latest M.O.S.T specification.3.1
mt. long stand post and frame fabricated from
suitable size iron angle of 35x35x3mm and
50x50x5mm.painted with best quality epoxy
coating.the fixing at site. shall be in 1:2:4 cc block
of size 45x45x60cms. for each leg.including
excavation curing etc.complete under the
supervision of engineer in charge.
Providing and fixing pre-cost guard stone as per (IRC)type design including white washing in fixing in cc 1.5.10 etc. consider
Providing and fixing pre-cost indicator stone of approved pre-cost stone as per the (IRC) design in cc 1:2:4 including white washing etc. complete fixing in cc 1:5:10
Type A `W' metel Beam crash barrier (providing
and ercting a `W' metal beam crash barrier
comprising of 3 mm thick comugazed sheet metal
beam roll,70 cm above road/ground level fixed on
25 mc series channel retrical past 10x75x5mm
spaced 2m centre to cetre 1.8m high 1.1m below
ground/road level fixing all post in cc 1:2:4
including excavation and curing etc. All sheet
parts fitments to be glarolled by hot dip process all
fitting to confirm to is 1367 and is 1364.metal
beam roll to be fixed on the vertical post with a
space of channel section 150x75x5 mm 330mm
long complete as per close 8107.
Item No. qty Description Rate Per Amount
13 717.00
2062 M.T 1478454.00
14 375.00
2486.00 M.T 932250.00
TOTAL = 13034315.18say Rs = 13034400.00
Dy Executive Engineer Executive EngineerAhmedabad sub div R&B Division, AhmedabadAhmedabad Ahmedabad
Providing & Laying 50 mm thick B.M. with B.T.
Aggregate as per M.O.R.T & 11.specification
clause no.504 & asphalt grade 80/100 for tack
coat @ 2.5 kg/10 smt & mixing @34.00kg/M.T. i.e
3.4% by weight of total mix including heating the
aggregate & asphalt by continuous batching of
drum mix plant and spreading the same by paver
finisher & consolidation with vibratory roller
including providing all materials equipments ,tools
& plants,fire wood,oil ,kerosene,labour charges
etc. complete using contractor's own machinery
drum mix plant & paver finisher etc. complete.
Providing & Laying 25 mm. thick S.D.B.C with B.T.
Aggregate as per M.O.R.T & 11. specification &
asphalt Grade 60/70 for mixing @50.00kg/M.T. i.e
5.0% by weight of total mix including heating the
aggregate & asphalt in continuous batching drum
mix plant and spreading providing all materials
equipments, tools & plants ,fire
wood,oil,kerosene,labour charges etc. complete
using contractor's own machinery drum mix plant
& paver finisher etc.complete.
Page 7 ROAD ESTIMATE.xls
Name of work: Raising of DIP on Bavla-Zamp Road between Km 8/0 to 12/0
M E A S U R E M E N TItem No.
1
for all 6 culvert 2 * 30.00 * 5.50 * 1.00 = 330.00 cmtboth side length width depth
FOR CD 10/1 DIVERSION CH 9.815 Km
1 * 155.00 * 5.50 * 1.35 = 1150.88 cmtFOR CD 10/2 DIVERSION CH 9.975 Km
1 * 155.00 * 5.50 * 1.55 = 1321.38 cmtFOR CD 11/1 DIVERSION CH 10.545 Km
1 * 170.00 * 5.50 * 1.45 = 1355.75 cmtFOR CD 12/1 DIVERSION CH 11.575 Km
1 * 280.00 * 5.50 * 1.70 = 2618.00 cmtFOR CD 12/2 DIVERSION CH 11.935 Km
1 * 140.00 * 5.50 * 1.25 = 962.50 cmtFOR CD 13/1 DIVERSION CH 12.260 Km
1 * 240.00 * 5.50 * 1.80 = 2376.00 cmt
10114.50 cmt
2
GSBfor all 6 culvert 2 * 30.00 * 5.50 * 0.225 = 74.25 cmt
both side length width depthFOR CD 10/1 DIVERSION CH 9.815 Km
1 * 155.00 * 5.50 * 0.225 = 191.81 cmtFOR CD 10/2 DIVERSION CH 9.975 Km
1 * 155.00 * 5.50 * 0.225 = 191.81 cmtFOR CD 11/1 DIVERSION CH 10.545 Km
1 * 170.00 * 5.50 * 0.225 = 210.38 cmtFOR CD 12/1 DIVERSION CH 11.575 Km
1 * 280.00 * 5.50 * 0.225 = 346.50 cmtFOR CD 12/2 DIVERSION CH 11.935 Km
Earthwork for emankment including breacking clods.dressing with all lead and lift including watering and consolidation of sub grade in layers at OMC to requird dry dencity including filling the dpression which occur during the process using vibratory roller 8 T to 10 T from borrow area within 2.00 km. lend using selected earth C B R more than 5% including rolling & watering etc.
Providing laying & construction of granular sub-base by providing corase granded material i.e combination of unscreened gravel 53 to 9.5mm @25% B.T metal 20to 50 mm size 25% & corase sand 9.5 to 2.36 mm @ 20% & corase sand 2.36mm & below @30%. spreading in uniform layers with motor grader on prepared surface.mixing by mix in place method with rotavator at OMC .and compacting with vibratory roller to achieve the desired density.complete as per clause 401 with material granding 1.& as per table 400-2of MORT&H specification.
Page 8 ROAD ESTIMATE.xls
1 * 140.00 * 5.50 * 0.225 = 173.25 cmtFOR CD 13/1 DIVERSION CH 12.260 Km
1 * 240.00 * 5.50 * 0.225 = 297.00 cmt
1485.00 cmt
3
WBMfor all 6 culvert 2 * 30.00 * 7.50 * 0.225 = 101.25 cmt
both side length width depthFOR CD 10/1 DIVERSION CH 9.815 Km
1 * 155.00 * 5.50 * 0.225 = 191.81 cmt1 * 63.40 * 4.00 * 0.225 =
57.06 cmtFOR CD 10/2 DIVERSION CH 9.975 Km
1 * 155.00 * 5.50 * 0.225 = 191.81 cmt1 * 63.40 * 4.00 * 0.225 =
57.06 cmtFOR CD 11/1 DIVERSION CH 10.545 Km
1 * 170.00 * 5.50 * 0.225 = 210.38 cmt1 * 57.40 * 4.00 * 0.225 =
51.66 cmtFOR CD 12/1 DIVERSION CH 11.575 Km
1 * 280.00 * 5.50 * 0.225 = 346.50 cmt1 * 167.40 * 4.00 * 0.225 =
150.66 cmtFOR CD 12/2 DIVERSION CH 11.935 Km
1 * 140.00 * 5.50 * 0.225 = 173.25 cmt1 * 37.90 * 4.00 * 0.225 =
34.11 cmtFOR CD 13/1 DIVERSION CH 12.260 Km
1 * 240.00 * 5.50 * 0.225 = 297.00 cmt1 * 123.90 * 4.00 * 0.225 =
111.51 cmt1974.06 cmt
Providing and laying 225 mm thickness of B.T.M.C.metal 40mm to 63mm size including using 20% filler i.e. stone screening 13.2mm @ 0.16cmt & 0.08 cmt stone dust including spreding watering consolidation and rolling etc.complete at site of work including loading unloading and filling the boxes etc complete.
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
Page 9 ROAD ESTIMATE.xls
4
WMMfor all 6 culvert 2 * 30.00 * 5.50 * 0.225 = 74.25 cmt
both side length width depthFOR CD 10/1 DIVERSION CH 9.815 Km
1 * 155.00 * 5.50 * 0.225 = 191.81 cmt1 * 63.40 * 5.50 * 0.225 =
78.46 cmtFOR CD 10/2 DIVERSION CH 9.975 Km
1 * 155.00 * 5.50 * 0.225 = 191.81 cmt1 * 63.40 * 5.50 * 0.225 =
78.46 cmtFOR CD 11/1 DIVERSION CH 10.545 Km
1 * 170.00 * 5.50 * 0.225 = 210.38 cmt1 * 57.40 * 5.50 * 0.225 =
71.03 cmtFOR CD 12/1 DIVERSION CH 11.575 Km
1 * 280.00 * 5.50 * 0.225 = 346.50 cmt1 * 167.40 * 5.50 * 0.225 =
207.16 cmtFOR CD 12/2 DIVERSION CH 11.935 Km
1 * 140.00 * 5.50 * 0.225 = 173.25 cmt1 * 37.90 * 5.50 * 0.225 =
46.90 cmtFOR CD 13/1 DIVERSION CH 12.260 Km
1 * 240.00 * 5.50 * 0.225 = 297.00 cmt1 * 123.90 * 5.50 * 0.225 =
153.33 cmt2120.33 cmt
providing and laying spreading and compacting graded stone aggregates to wet mix macadam as per MORTH specification including premixing the material i.e. combination of B.T.Metal 25.4 mm to 45mm@30%. B.T.Kapehi 2.36mm to 22.4mm @ 40% B.T.Stone dust 2.36mm to 075 mm @30% with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver/mechanical means in sub base/base course or well prepared surface and compacting with vibratory roller to achive the desired density.As per clause No.406MORT&H specifications.
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
Page 10 ROAD ESTIMATE.xls
5
for all 6 culvert 2 * 30.00 * 7.75 = 465.00 SMTboth side length width
FOR CD 10/1 CULVERT CH 9.815 Km1 * 93.40 * 5.50 = 513.70 SMT
FOR CD 10/2 CULVERT CH 9.975 Km1 * 93.40 * 5.50 513.70 SMT
FOR CD 11/1 CULVERT CH 10.545 Km1 * 87.40 * 5.50 480.70 SMT
FOR CD 12/1 CULVERT CH 11.575 Km1 * 197.40 * 5.50 1085.70 SMT
FOR CD 12/2 CULVERT CH 11.935 Km1 * 67.90 * 5.50 373.45 SMT
FOR CD 13/1 CULVERT CH 12.260 Km1 * 153.90 * 5.50 846.45 SMT
4278.70 SMT
6
for all 6 culvert 2 * 30.00 * 10.00 = 600.00 SMTBUSG both side length widthdiversion 1.00 * 900.00 * 5.50 * 1.00 = 4950.00
5550.00 cmt7
Providing and applying priming coat using medium setting embulsion bitumen as the rate of 7.5 kg/10smt on water bound macadam /WMM surface including cleaning the surface etc. comp.
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
providing & laying 37.5 mm thick compacted Built up sprey grout base course in single layers for bringing the road surface in to camber and gradient over existing road surface with bitumen grade 80/100 for tack coat at the rate of 2.50 kg/10 sq. mt. of road surface area and using 0.50 cum of stone Aggregate per 10 sqm with asphalt for grouting @ 15 kg per 10 sqm of road surface and using 0.13 cmt of key aggregate per 10 sqm of road surface including heating and cosolidation in both layers by vibratory roller as per MORT&H specification clause No 506 including cost of all materials.fuel labours, tools etc. completed.
Providing and fixing cautionary warning sign board made of 2mm aluminium sheet size 90x90x90 cms.equilateral triangle as per the design of IRC-67-1977.pretreated with phospheting process & acid catching with one coat of epoxy primer and two coats of best quality epoxy paint.reflectioned with retro reflective sheeting as per latest M.O.S.T specification.3.1 mt. long stand post and frame fabricated from suyitable size iron angle of 35x35x3mm.75x75x6mm as required.painted with best quality epoxy coating in black and white bends.the details of symbol for board shall be as per the instruction of engineer in chage.The fixing at site shall be in 1:2:4 cc block of size 45x45x60cms. for each leg.including excavation curing etc.complete under the supervision of engineer in charge.
Page 11 ROAD ESTIMATE.xls
for all 6 culvert 4 * 6.00 = 24.00 NOS
8
for all 6 culvert 2 * 6.00 = 12.00 NOS
9
for all 6 culvert 3 * 6.00 = 18.00 NOS
10
for all 6 culvert 3 * 6.00 = 18.00 NOS
11
for all 6 culvert 3 * 6.00 = 18.00 NOS
Providing and fixinf Hazard marker sign board made of made of 2mm aluminium sheet size 90x30 cms.rectangle as per the design /drawing attached (IRC) pre treated with phospheting process & acid ctching with one coat of epoxy primer and two coats of best quality epoxy paint reflectiorised with retro reflective sheeting as per the latest M.O.S.T. specification 3.1 mt. long stand post and frame fabricted from suitable size iron angle of 35x35x3mm and 50x50x5mm.painted with best quality epoxy coating.the fixing at site shall be in 1:2:4 cc block of size 45x45x60cms. for each leg, including excavation curing etc.complete under the supervision of engineer in charge.
Providing and fixing chavion sign board made of 2mm aluminium sheet size 45x60 cms.rectngle as per the design drawing attached (IRC) pre treated with phospheting process & acid ctching with one coat of epoxy primer and two coats of best quality epoxy paint reflectiorised with retro reflective sheeting as per latest M.O.S.T specification.3.1 mt. long stand post and frame fabricated from suitable size iron angle of 35x35x3mm and 50x50x5mm.painted with best quality epoxy coating.the fixing at site. shall be in 1:2:4 cc block of size 45x45x60cms. for each leg.including excavation curing etc.complete under the supervision of engineer in charge.
Providing and fixing pre-cost guard stone as per (IRC)type design including white washing in fixing in cc 1.5.10 etc. consider
Providing and fixing pre-cost indicator stone of approved pre-cost stone as per the (IRC) design in cc 1:2:4 including white washing etc. complete fixing in cc 1:5:10
Page 12 ROAD ESTIMATE.xls
12
CRASH BARRIERFOR CD 10/1 DIVERSION CH 9.815 Km
2 * 30.00 = 60.00 RMTFOR CD 10/2 DIVERSION CH 9.975 Km
2 * 30.00 = 60.00 RMTFOR CD 11/1 DIVERSION CH 10.545 Km
2 * 30.00 = 60.00 RMTFOR CD 12/1 DIVERSION CH 11.575 Km
2 * 30.00 = 60.00 RMTFOR CD 12/2 DIVERSION CH 11.935 Km
2 * 30.00 = 60.00 RMTFOR CD 13/1 DIVERSION CH 12.260 Km
2 * 30.00 = 60.00 RMT
360.00 RMT
13
FOR CD 10/1 CULVERT CH 9.815 Km1 * 93.40 * 5.50 = 513.70 SMT
FOR CD 10/2 CULVERT CH 9.975 Km1 * 93.40 * 5.50 = 513.70 SMT
FOR CD 11/1 CULVERT CH 10.545 Km1 * 87.40 * 5.50 = 480.70 SMT
FOR CD 12/1 CULVERT CH 11.575 Km1 * 197.40 * 5.50 = 1085.70 SMT
FOR CD 12/2 CULVERT CH 11.935 Km1 * 67.90 * 5.50 = 373.45 SMT
FOR CD 13/1 CULVERT CH 12.260 Km1 * 153.90 * 5.50 = 846.45 SMT
Type A `W' metel Beam crash barrier (providing and ercting a `W' metal beam crash barrier
comprising of 3 mm thick comugazed sheet metal beam roll,70 cm above road/ground level
fixed on 25 mc series channel retrical past 10x75x5mm spaced 2m centre to cetre 1.8m high
1.1m below ground/road level fixing all post in cc 1:2:4 including excavation and curing etc. All
sheet parts fitments to be glarolled by hot dip process all fitting to confirm to is 1367 and is
1364.metal beam roll to be fixed on the vertical post with a space of channel section
150x75x5 mm 330mm long complete as per close 8107.
Providing & Laying 50 mm thick B.M. with B.T. Aggregate as per M.O.R.T & 11.specification clause no.504 & asphalt grade 80/100 for tack coat @ 2.5 kg/10 smt & mixing @34.00kg/M.T. i.e 3.4% by weight of total mix including heating the aggregate & asphalt by continuous batching of drum mix plant and spreading the same by paver finisher & consolidation with vibratory roller including providing all materials equipments ,tools & plants,fire wood,oil ,kerosene,labour charges etc. complete using contractor's own machinery drum mix plant & paver finisher etc. complete.
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
Page 13 ROAD ESTIMATE.xls
FOR ALL 6 CULVERT 6 * 60 * 7.5 = = 2700 SMT
6513.70 SMT
QTY 6513.70 * 0.05 * 2.2 = 716.507 M.TSAY = 717.00 M.T
14
FOR CD 10/1 CULVERT CH 9.815 Km1 * 93.40 * 5.50 = 513.70 SMT
FOR CD 10/2 CULVERT CH 9.975 Km1 * 93.40 * 5.50 = 513.70 SMT
FOR CD 11/1 CULVERT CH 10.545 Km1 * 87.40 * 5.50 = 480.70 SMT
FOR CD 12/1 CULVERT CH 11.575 Km1 * 197.40 * 5.50 = 1085.70 SMT
FOR CD 12/2 CULVERT CH 11.935 Km1 * 67.90 * 5.50 = 373.45 SMT
FOR CD 13/1 CULVERT CH 12.260 Km1 * 153.90 * 5.50 = 846.45 SMT
FOR ALL 6 CULVERT 6 * 60 * 7.5 = = 2700 SMT
6513.70 SMT
QTY 6513.70 * 0.025 * 2.3 = 374.5378 M.TSAY = 375.00 M.T
Providing & Laying 25 mm. thick S.D.B.C with B.T. Aggregate as per M.O.R.T & 11. specification
& asphalt Grade 60/70 for mixing @50.00kg/M.T. i.e 5.0% by weight of total mix including
heating the aggregate & asphalt in continuous batching drum mix plant and spreading
providing all materials equipments, tools & plants ,fire wood,oil,kerosene,labour charges etc.
complete using contractor's own machinery drum mix plant & paver finisher etc.complete.
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
LEFT & RIGHT SIDE OF CULVERT
DY Executive EnginnerAhmedabad(R)Sub Division Ahmedabad
Executive EnginnerAhmedabad(R)Division
Ahmedabad
Name of work:
Raising of DIP on Bavla-Zamp Road between Km 8/0 to 12/0
R A T E A N A L Y S I S
Unit = cum
Taking output = 300 cum Unit Quantity Rate Rs Cost Rsa) Labour
Mate day 0.400 109.10 43.64 Mazdoor skilled day 2.000 109.10 218.20 Mazdoor unskilled day 8.000 109.10 872.80
b) Machinery
Motor Grader 110 HP @ 50 cum hour 6.000 1545.00 9270.00
Vibratory roller 8 -10 tonne hour 6.000 994.00 5964.00
Tractor - Rotavator hour 12.000 245.00 2940.00
Water tanker 6 KL capacity hour 3.000 300.00 900.00
c) Material
For Grading-I Material
53 mm to 9.5 mm @ 25 per cent cum 67.200 722.27 48536.54
20 mm to 50 mm @ 25 per cent cum 67.200 1069.63 71879.14
9.5 mm to 2.36 mm coarse sand @ 20 per cent cum 172.800 324.67 56102.98
2.36 mm and below coarse sand @ 30 per cent cum 76.800 324.67 24934.66
Cost of water KL 18.000 50.00 900.00 Rate per cum for grading-I Material 222561.95 d) Overhead charges @ 15 % on (a+b) 3031.30 d) Overhead charges @ 15 % on (a+b) 3031.30 Cost for 300 cum = a+b+c+d+e 228624.54 Rate per cum = (a+b+c+d+e)/300 762.08
say 762.00
ITEM NO 2
Providing laying & construction of granular sub-base by providing corase granded
material i.e combination of unscreened gravel 53 to 9.5mm @25% B.T metal 20to 50
mm size 25% & corase sand 9.5 to 2.36 mm @ 20% & corase sand 2.36mm & below
@30%. spreading in uniform layers with motor grader on prepared surface.mixing by
mix in place method with rotavator at OMC .and compacting with vibratory roller to
achieve the desired density.complete as per clause 401 with material granding 1.& as
per table 400-2of MORT&H specification.
Close graded Granular sub-base Material as per table 400-1
DY Executive EnginnerAhmedabad(R)Sub Division Ahmedabad
Executive EnginnerAhmedabad(R)Division
Ahmedabad
Unit = cum
Taking output = 225 cum (495 tonne)
a) Labour
Mate day 0.480 109.10 52.37 Mazdoor skilled day 2.000 109.10 218.20 Mazdoor day 10.000 109.10 1091.00
b) Machinery
Wet mix plant @ 75 tonne capacity per hour hour 6.600 900.00 5940.00 Electric generator 125 KVA hour 6.000 450.00 2700.00
hour 4.500 300.00 1350.00
Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00 Tipper 10 tonne hour 24.000 200.00 4800.00
480.00
Motor Grader 110 HP hour 6.000 629.00 3774.00 Vibratory roller 8-10 t hour 3.900 994.00 3876.60
c) Material
For Grading-I Material
B T Kapchi 22.40 mm to 45.00 mm @ 30 per cent cum 89.100 1029.62 91739.14
B T Kapchi 2.36 mm to 22.40 mm @ 40 per cent cum 118.800 1009.62 119942.86 stone dust 2.36 mm below @ 30 per cent cum 89.100 752.12 67013.89
Rate per cum for grading- Material
e) Contractor's profit @ 15 % on (a+b) 4110.33
Cost for 225 cum = a+b+c+e 310208.38 Rate per cum = (a+b+c+d+e)/225 1378.70
say 1379.00
ITEM NO 4
providing and laying spreading and compacting graded stone aggregates to wet mix
macadam as per MORTH specification including premixing the material i.e.
combination of B.T.Metal 25.4 mm to 45mm@30%. B.T.Kapehi 2.36mm to 22.4mm @
40% B.T.Stone dust 2.36mm to 075 mm @30% with water at OMC in mechanical mix
plant carriage of mixed material by tipper to site laying in uniform layers with
paver/mechanical means in sub base/base course or well prepared surface and
compacting with vibratory roller to achive the desired density.As per clause
No.406MORT&H specifications.
Water tanker 6 KL capacity 5 km lead with one trip per hour
Add 10 per cent of cost of carriage to cover loading and unloading
Close graded Granular sub-base Material as per table 400-1
DY Executive EnginnerAhmedabad(R)Sub Division Ahmedabad
Executive EnginnerAhmedabad(R)Division
Ahmedabad
A Cost of Material
Metal 19 mm to 26.50 mm cum 0.0330 1002.57 33.08 Kapachi 13.20 mm to 19 mm cum 0.1518 1002.57 152.19 Grit 4.75 mm to 13.00 mm cum 0.3036 935.07 283.89 Grit 4.75 mm to 13.00 mm cum 0.0990 867.57 85.89 Stone dust cum 0.0726 677.57 49.19
Rate per cum for grading-I Material 604.24 cot per M.T 604.24 * (1000.00-34) = 583.70
1000.000 583.70 B Cost of asphalt
asphalt for tack coat @2.5 kg /10 sqmt1.0 M.T COVER 9.09 SQMT * 2.5 KG / 10 SQMT = 2.270 KGasphalt for mixing at 34 kg /M.T 34.00 KG
36.270 KGAsphalt for mixing cost of asphalt= 36.27 * 29027.990 = 1052.85
1000.000
c cost of labour charges 425.00
Rate per M.T = (a+b+c) 2061.54 say 2062.00
item no 13
Providing & Laying 50 mm thick B.M. with B.T. Aggregate as per M.O.R.T &
11.specification clause no.504 & asphalt grade 80/100 for tack coat @ 2.5 kg/10 smt &
mixing @34.00kg/M.T. i.e 3.4% by weight of total mix including heating the aggregate
& asphalt by continuous batching of drum mix plant and spreading the same by paver
finisher & consolidation with vibratory roller including providing all materials
equipments ,tools & plants,fire wood,oil ,kerosene,labour charges etc. complete
using contractor's own machinery drum mix plant & paver finisher etc. complete.