road estimate

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.


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.


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.


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.


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.

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 * 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





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.

ROAD ESTIMATE.xls


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


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 =


1 * 170.00 * 5.50 * 0.225 = 210.38 cmt1 * 57.40 * 4.00 * 0.225 =


1 * 280.00 * 5.50 * 0.225 = 346.50 cmt1 * 167.40 * 4.00 * 0.225 =


1 * 140.00 * 5.50 * 0.225 = 173.25 cmt1 * 37.90 * 4.00 * 0.225 =


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






ROAD ESTIMATE.xls

4

WMMfor all 6 culvert 2 * 30.00 * 5.50 * 0.225 = 74.25 cmt


1 * 155.00 * 5.50 * 0.225 = 191.81 cmt1 * 63.40 * 5.50 * 0.225 =


1 * 155.00 * 5.50 * 0.225 = 191.81 cmt1 * 63.40 * 5.50 * 0.225 =


1 * 170.00 * 5.50 * 0.225 = 210.38 cmt1 * 57.40 * 5.50 * 0.225 =


1 * 280.00 * 5.50 * 0.225 = 346.50 cmt1 * 167.40 * 5.50 * 0.225 =


1 * 140.00 * 5.50 * 0.225 = 173.25 cmt1 * 37.90 * 5.50 * 0.225 =


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.







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





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.







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.

ROAD ESTIMATE.xls

for all 6 culvert 4 * 6.00 = 24.00 NOS

8


9


10


11


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

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 RMT

360.00 RMT

13







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.







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 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.







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



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



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.

road estimate

Documents