Analysis, Specification and Estimate on Road Works_rev1

8/12/2019 Analysis, Specification and Estimate on Road Works_rev1

1/29

Analysis, Specification and Estimate on Road

Works in Odisha

(Session-II)

Er. A.K. Sahoo,

Assistant Executive

Engineer(Civil)

Mob: 9938177044

Email:


2/29

Contents:

How do you do analysis of Rates for different

specifications

How to measure an Item

Estimate framework

Example

Q&A Session


3/29

Cross Section of a Road


4/29


5/29


6/29

Paved Shoulder


7/29

Layers of Concrete Pavement


8/29


9/29

Road Machineries/ Equipments


10/29


11/29

Basic Idea for AoR and Estimate

Type of Pavement- Loading, Lane Nos., Traffic Growth, Soil Condition,Environmental Condition, Life of Road

Layer Thickness with quality specifications

Types of Aggregates, bitumen, Fillers and HMA mix properties, Grading,preparation, transporting/hauling and spreading/ laying.

Machineries requirement and their output Lead Statement : Location of quarries, dealers/distributors for Bitumen,

Cement, HPs, Steel,Aggregates-Sand and CA w.r.t. Project road

Setting of HMP, WMM Plant its cost

Please refer SoR and AoR as per MorT&H Data Book

Man power, material requirement, machineries requirements, Overheads,

Contractors profit, Cess in analysis of rate ( [email protected]%[email protected]%+Labour welfare Cess@ 1 %)

Estimate for road and CD Works with Contigencies @1 %and QC @ 1%


12/29


13/29

Crust Detail as per IRC-37. 2012.TYPE Chainage. Length

in Meter.

C.B.R MSA Existing Crust Required Crust Proposed Crust

Items. Items. Widening

portion.

Items. On

widening

portion.

On

overlaying

portion

I Flexible Road

36.980 km to 47.060 km 10080.00 7.00 5 GSB(Moorum) 150 GSB 180 GSB Coarse

graded Gr-II

Bottom layer

180

GSB close

graded Gr-II

Top layer

0

WMM 250 WMM 250 WMM 250

BM 50 DBM 50 BM 50 50

SDBC 25 SDBC 25 SDBC 25 25

Total 475 505 505 75

Total 10080.00


14/29

NAME OF THE WORK : WIDENING AND STRENGTHENING OF SATHIPUR-JAJPUR-MANGALPUR-KAYANGOLA ROAD (SH 56) TO TWO LANE WITHOUT PAVED

SHOULDER FROM KM 36/980 TO KM 47/060 .

L E A D S T A T E M E N T

Sl. no. Name of the road material UnitName of the

quarry

Lead in kms

(from source

to Plant)

Cost of

carriage from

source to

plant side

Lead in km

from (source

to site)

Cost of

carriage from

(source to

site)

Basic cost

centralRoyality

Carriage+

Royality

Basic

cost+Carriag

e Cost

1 Good laterite moorum Cum Neulpur 61.00 558.70 44.00 27.44 586.14 602.70

2 63mm size H.G. C.B. metal Cum Baghua 25.00 296.00 85.00 695.50 594.00 98.78 794.28 1289.50


4 45mm size H.G. H.B. metal Cum Baghua 25.00 296.00 85.00 695.50 475.00 98.78 794.28 1170.50


6 26.5mm size H.G. C.B. metal Cum Baghua 25.00 296.00 85.00 695.50 726.00 98.78 794.28 1421.50

7 25 mm size H.G. C.B. metal Cum Baghua 25.00 296.00 85.00 695.50 737.00 98.78 794.28 1432.50

8 22.4 mm size H.G. C.B. metal Cum Baghua 25.00 296.00 85.00 695.50 759.00 98.78 794.28 1454.50

9 12mm size H.G C.B. Chips Cum Baghua 25.00 296.00 85.00 695.50 1001.00 98.78 794.28 1696.50

10 11.2mm size H.G. C.B. Chips Cum Baghua 25.00 296.00 85.00 695.50 1012.00 98.78 794.28 1707.50

11 13.2mm size H.G. C.B. Chips Cum Baghua 25.00 296.00 85.00 695.50 990.00 98.78 794.28 1685.50

12 10 mm size H.G. C.B. Chips Cum Baghua 25.00 296.00 85.00 695.50 1023.00 98.78 794.28 1718.50

13 6.7 mm size H.G. C.B. Chips Cum Baghua 25.00 296.00 85.00 695.50 687.00 98.78 794.28 1382.50

14 4.7 mm size H.G. C.B. Chips Cum Baghua 25.00 296.00 85.00 695.50 616.00 98.78 794.28 1311.5015 Stone screened dust Cum Baghua 25.00 296.00 85.00 695.50 77.00 27.44 722.94 772.50

16 IRC Gr. III metal (53-22.4mm) Cum Baghua 25.00 296.00 85.00 695.50 682.00 98.78 794.28 1377.50

17 IRC Gr. II metal (63-45 mm) Cum Baghua 25.00 296.00 85.00 695.50 638.00 98.78 794.28 1333.50

18 20mm size H.G. Chips Cum Baghua 25.00 296.00 85.00 695.50 968.00 98.78 794.28 1663.50

19 Other than granite Stone (0.0015 - 0.003 cm) Cum Neulpur 25.00 296.00 61.00 558.70 165.00 98.78 657.48 723.70

20 30cm. and above size H.G. stone Cum Baghua 25.00 296.00 85.00 695.50 214.00 98.78 794.28 909.50

21 Good course sand ( Filling ) Cum Baitarani 5.00 136.00 41.00 27.44 163.44 177.00

22 Good course sand ( Mortar ) Cum Baitarani 5.00 136.00 46.00 27.44 163.44 182.00

23Cement. 43 grade (excluding cost of Empty Cement

bags (HDPE))MT Jajapur road 55.00 516.50 6835.00 516.50 7351.50

Rs. 345.25/- per bag x 20 - Rs. 3.5/- per empty bag x 20 0.0024 Steel (SAIL, JUNE-2014) MT Bhubaneswar 130.00 996.50 51150.00 996.50 52146.50

25 Emulision (SS-1) (IOCL - 1- 6-2014) MT Haladia 367.00 2513.30 37685.31 2513.30 40198.61

26 Bitumen VG-30 (60/70) (IOCL - 1- 6-2014) MT Haladia 358.00 2455.70 367.00 2513.30 48851.50 2513.30 51364.80

28 Emulision (RS-1) (IOCL - 1- 6-2014) MT Haladia 367.00 2513.30 39363.81 2513.30 41877.11

29 Hume pipes (1000 dia) (EPM rate Incl. 5% VAT)NP4 Rmt Chandikhol 61.00 424.53 5559.75 424.53 5984.28

30 Hume pipes (1200 dia) (EPM rate Incl. 5% VAT) NP4 Rmt Chandikhol 61.00 424.53 7371.00 424.53 7795.53



33 Enamel Paint Kg Local 176.00 0.00 176.00

34 Stone other than granite 40 to 90mm size Cum Neulpur 61.00 558.70 176.00 98.78 657.48 734.70

35 M.S.Angle MT Bhubaneswar 51150.00 51150.0036 M.S.Plate MT Bhubaneswar 51150.00 51150.00

37 Hot applied thermoplastic compound Litre 130.00 130.001.Certified that the lead provided is correct and minimum to the best of my knowledge


15/29

LEAD CALCULATION SHEET

Stone product to work site

From Baghua quarry

For 36/980 TO 47/060 km

Centre of the

project 42.02Km

Bahgua to 15th km(Jajpur Town) 58

15 th km to centre of site 27.02

Total 85.02km

85KmStone product to Plant

From Baghua quarry

Quarry to Plant 25km

Total 25km

25Km

Moorum

From Neulpur

For 36/980 TO 47/060 km

Centre of the

project 42.02Km

Neulpur to 15th km(Jajpur Town) 34.00

15 th km to centre of site 27.02Total 61.02km

61.00Km

Sand

From River Baitarani

= 5Km

5Km

Stone other than granite 40 to 90mm

From Neulpur

For 36/980 TO 47/060 km

Centre of the

project 42.02KmNeulpur to 15th km(Jajpur Town) 34.00

15th km to centre of site 27.02

Total 61.02km

61.00Km

Cement

From Jajpur road

For 36/980 TO 47/060 km

Centre of the

project 42.02

From Jajpur road to Sathipur 13km

Sathipur centre of site 42.02km

Total 55.02km 55Km


16/29

Humepipe

NP3

From Chandikhol

For 36/980 TO 47/060 km

Centre of the

project 42.02Km

Chandikhol to 15th km(Jajpur Town) 34


Total 61.02km

61Km

HYSDFrom Bhubaneswar

For 36/980 TO 47/060 km

Centre of the

project 42.02Km

Bhubaneswar to 15th km(Jajpur Town) 103


Total 130.02km

130Km

Emulsion o site

From Haldia

For 36/980 TO 47/060 km 42.02

From Haldia to Sathipur 325kmSathipur to centre of site 42.02km

Total 367.02km

367.00Km

Bitumen

(60/70) to

Plant

Plant is assumed to be installed at 25 km from stone quary

From Haldia

From Haldia to Sathipur 325kmSathipur to plant 33km

358km 358.00Km

Lead (L) for

Plant Mix

material

Plant is assumed to be installed at 25 km from stone quary

plant to Neulpur 2km

Neulpur to 15th km(Jajpur town) 31

15 th km to centre of the site 27.02km

60.02km

60.00Km


17/29

LABOUR

Sl. No. Description of Labour Unit RateL-01 Blacksmith (IInd class)/mason (II class) day 190.00

L-02Blacksmith (Ist class)/ Welder/ Plumber/ Electrician/Mason

(high skilled)day 205.00

L-03 Blaster (Stone cutter) day 205.00

L-04 Carpenter I Class day 205.00

L-05 Chiseller (Head Mazdoor) day 205.00

L-06 Driller (Jumper) day 205.00

L-07 Driver day 205.00

L-08 Fitter day 205.00

L-09 Mali day 205.00

L-10 Mason (IInd class) day 190.00

L-11 Mason (Ist class) day 205.00

L-12 Mate / Supervisor day 170.00L-13 Mazdoor day 150.00

L-14 Mazdoor/Dresser (Semi Skilled) day 170.00

L-15 Mazdoor/Dresser/Sinker (Skilled) day 190.00

L-18 Painter I class day 205.00


18/29

HIRING CHARGES OF PLANTS AND MACHINERY

1 Air Compressor General Purpose capacity in cfm 170/250 hour 206.00

P&M-

068

Cement concrete batch mix plant @ 75 cum per hour hour 2,760.00

2 Batching and Mixing Plant (a) 30 cum capacity Concrete Mixing cum/hour 20 hour 1,440.00

3 Batching and Mixing Plant (b) 15 - 20 cum capacity Concrete Mixing cum/hour 13 hour 1,200.00

4 Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 hour 692.00

5 Bitumen Boiler oil fired Bitumen Spraying capacity in litre 1500 hour 128.00

6 Concrete Paver Finisher with 40 HP Motor Paving of concrete surface cum / hour 20 hour 1,850.00

7 Concrete Pump of 45 & 30 cum capacity Pumping of concrete cum / hour 33 / 22 hour 165.00

8 Concrete Bucket For Pouring concrete capacity in

cum

1 hour 10.00

9 Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing cum/hour 2.5 hour 177.0010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour input

11 Crane (a) 80 tonnes Lifting Purpose hour 825.00

12 Cranes (b) 35 tonnes Lifting Purpose hour 550.00

13 Cranes (c) 3 tonnes Lifting Purpose hour 230.00

14 Dozer D - 80 - A 12 Spreading /Cutting /

Clearing

cum/hour 300/ 150/250 hour 2,519.00

15 Dozer D - 50 - A 15 Spreading /Cutting /

Clearing

cum/hour 200/ 120/150 hour 1,831.00

16 Emulsion Pressure Distributor Applying emulsion tackcoat

sqm/hour 1750 hour 516.00

17 Front End loader 1 cum bucket capacity Soil loading / Aggregate

loading

cum/hour 60 /25 hour 520.00

18 Generator (a) 125 KVA Genration of electric

Energy

KVA 100 hour 905.00

19 Generator( b) 63 KVA Genration of electric

Energy

KVA 50 hour 425.00

20 GSB Plant 50 cum Producing GSB cum/hour 40 hour 670.00


19/29

21 Hotmix Plant - 120 TPH capacity DBM/BM/SDC/ Premix cum/hour 40 hour 15,100.00

22 Hotmix Plant - 100 TPH capacity DBM/BM/SDC/ Premix cum/hour 30 hour 11,167.00

23 Hotmix Plant - 60 to 90 TPH capacity DBM/BM/SDC/ Premix cum/hour 25 hour 8,930.00

24 Hotmix Plant - 40 to 60 TPH capacity DBM/BM/SDC/ Premix cum/hour 17 hour 7,150.00

25 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour 1,700.00

26 Hydraulic Excavator of 1 cum bucket Soil Ordinary/Soil Marshy /

Soil Unsuitable

cum/hour 60 /60 /60 hour 840.00

27 Integrated Stone Crusher 100THP Crushing of Spalls TPH 100 hour 5,590.00

28 Integrated Stone Crusher 200 HP Crushing of Spalls TPH 200 hour 11,760.00

29 Kerb Casting Machine Kerb Making Rm/hour 80 hour 200.00

30 Mastic Cooker Mastic Wearing coat capacity in

tonne

1 hour 1,586.00

31 Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 hour 230.00

32 Motor Grader 3.35 mtr blade Clearing /Spreading /GSB/WBM

cum/hour 200/200/50/50

hour 1,545.00

33 Mobile slurry seal equipment Mixing and laying slurry

seal

sqm/hour 2700 hour 650.00

34 Paver Finisher Hydrostatic with sensor control 100 TPH Paving of DBM/ BM/SDC/

Premix

cum/hour 40 hour 1,725.00

35 Paver Finisher Mechanical 100 TPH Paving of WMM /Paving of

DLC

cum/hour 40/30 hour 739.00

36 Piling Rig with Bantonite Pump 0.75 m dia to 1.2 m dia

Boring attachment

Rm/hour 2 to 3 hour 3,525.00

37 Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour 802.00

38 Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.5 to 2.00 hour 2,690.00

39 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour 585.00

40 Prestressing Jack with Pump & access Stressing of steel

wires/stands

hour 83.00


20/29

41 Ripper Scarifying cum/hour 60 hour 18.00

42 Rotavator Scarifying cum/hour 25 hour 11.00

43 Road marking machine Road marking Sqm/hour 100 hour 60.00

44 Smooth Wheeled Roller 8 tonne Soil Compaction /BM

Compaction


45 Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour 738.00

46 Tipper - 5 cum Transportation of soil,

GSB, WMM, Hotmix etc.

Capacity in

cum

5.5 km 24.00



Capacity in

cum

5.5 tonne.km 2.50



Capacity in

cum

5.5 hour 582.00

49 Transit Mixer 4.0/4.5 cum Transportation of Concrete

Mix to site

cum/hour 4.5 hour 600.00

50 Transit Mixer 4/4.5 cum Transportation of Concrete

Mix to site

cum/hour 4.5 tonne.km 825.00

51 Transit Mixer 3.0 cum Transportation of Concrete

Mix to site

cum/hour 3 hour 550.00

52 Transit Mixer 3.0 cum Transportation of Concrete

Mix to site

cum/hour 3 tonne.km input

53 Tractor Pulling capacity in HP 50 hour 231.00

54 Tractor with Rotevator Rate of Tractor +

Rotevator

hour 242.00

55 Tractor with Ripper Rate of Tractor 6+ Ripper hour 249.00

56 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 km 20.00

57 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 hour 582.00

58 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 tonne.km 2.00

59 Vibratory Roller 8 tonne Earth or soil / GSB / WBM cum/hour 100/60/60 hour 994.00

60 Water Tanker Water Transport capacity in KL 6 hour 582.00


21/29

61 Water Tanker Water Transport capacity in KL 6 km 15.60

62 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 777.00

63 Wet Mix Plant 75 TPH hour 1,036.00

64 Generator 250 KVA hour 1,125.00

65 Watercharges KL 10.00

66 Dozer 80 H.P. Earthen shoulder. cum/hour 200 hour 1,831.00

67 Generator 33 KVA Genration of electric Energy KVA 50 hour 240.00

Air Compressor General Purpose capacity in cum 170/250 hour 206.00

Batching and Mixing Plant (a) 30 cum capacity Concrete Mixing cum/hour 20 hour 1,440.00

Batching and Mixing Plant (b) 15 - 20 cum capacity Concrete Mixing cum/hour 13 hour 1,200.00

Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 hour 692.00

Bitumen Boiler oil fired Bitumen Spraying capacity in litre 1500 hour 128.00

Concrete Paver Finisher with 40 HP Motor Paving of concrete surface cum / hour 20 hour 1,850.00

Concrete Pump of 45 & 30 cum capacity Pumping of concrete cum / hour 33 / 22 hour 165.00

Concrete Bucket For Pouring concrete capacity in cum 1 hour 10.00

Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing cum/hour 2.5 hour 177.00

Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour 177.00

Crane (a) 80 tonnes Lifting Purpose hour 825.00

Cranes (b) 35 tonnes Lifting Purpose hour 550.00

Cranes (c) 3 tonnes Lifting Purpose hour 230.00

Dozer D - 80 - A 12 Spreading /Cutting / Clearing cum/hour 300/ 150/250 hour 2,519.00

Dozer D - 50 - A 15 Spreading /Cutting / Clearing cum/hour 200/ 100/150 hour 1,831.00

Emulsion Pressure Distributor Applying emulsion tack coat sqm/hour 1750 hour 516.00

Front End loader 1 cum bucket capacity Soil loading / Aggregate loading cum/hour 60 /25 hour 520.00

Generator (a) 100/125KVA Genration of electric Energy KVA 100 hour 450.00Generator( b) 33/63 KVA Genration of electric Energy KVA 50 hour 240.00

GSB Plant 50 cum Producing GSB cum/hour 40 hour 670.00

Grouting pump with agitator As per Market rate hour 230.00

Hotmix Plant - 120 TPH capacity DBM/BM/SDC/ Premix cum/hour 40 hour 15,100.00

Hotmix Plant - 100 TPH capacity DBM/BM/SDC/ Premix cum/hour 30 hour 11,167.00

Hotmix Plant - 60 to 90 TPH capacity DBM/BM/SDC/ Premix cum/hour 25 hour 8,930.00

Hotmix Plant - 40 to 60 TPH capacity DBM/BM/SDC/ Premix cum/hour 17 hour 7,150.00

Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour 1,700.00

Hydraulic Excavator of 1 cum bucket Soil Ordinary/Soil Marshy / SoilUnsuitable

cum/hour 60 /60 /60 hour 840.00


22/29

Integrated Stone Crusher 100THP Crushing of Spalls TPH 100 hour 5,590.00

Integrated Stone Crusher 200 HP Crushing of Spalls TPH 200 hour 11,760.00

Kerb Casting Machine Kerb Making Rm/hour 80 hour 200.00

Mastic Cooker Mastic Wearing coat capacity in

tonne

1 hour 1,586.00

Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 hour 230.00

Motor Grader 3.35 mtr blade Clearing /Spreading /GSB

/WBM

cum/hour 200/200/50/50 hour 1,545.00

Mobile slurry seal equipment Mixing and laying slurry seal sqm/hour 2700 hour 650.00

Paver Finisher Hydrostatic with sensor control 100 TPH Paving of DBM/ BM/SDC/

Premix

cum/hour 40 hour 1,725.00

Paver Finisher Mechanical 100 TPH Paving of WMM /Paving of

DLC


Piling Rig with Bantonite Pump 0.75 m dia to 1.2 m dia

Boring attachment

Rm/hour 2 to 3 hour 3,525.00

Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour 802.00

Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.5 to 2.00 hour 2,690.00Pot Hole Repair Machine Repair of potholes cum/hour 4 hour 585.00

Prestressing Jack with Pump & access Stressing of steel

wires/stands

hour 83.00

Ripper Scarifying cum/hour 60 hour 18.00

Rotavator Scarifying cum/hour 25 hour 11.00

Road marking machine Road marking Sqm/hour 100 hour 60.00

Smooth Wheeled Roller 8 tonne Soil Compaction /BM

Compaction


Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour 738.00Tipper - 5 cum Transportation of soil, GSB,

WMM, Hotmix etc.

Capacity in cum 5.5 km 24.00

Tipper - 5 cum Transportation of soil, GSB,

WMM, Hotmix etc.

Capacity in cum 5.5 tonne.km 2.00

Tipper - 5 cum Transportation of soil, GSB,

WMM, Hotmix etc.

Capacity in cum 5.5 hour 582.00


23/29

Transit Mixer 4.0/4.5 cum Transportation of Concrete

Mix to site

cum/hour 4.5 hour 600.00

Transit Mixer 4/4.5 cum Transportation of Concrete

Mix to site

cum/hour 4.5 tonne.km 1.62

Transit Mixer 3.0 cum Transportation of Concrete

Mix to site

cum/hour 3 hour 550.00

Transit Mixer 3.0 cum Transportation of Concrete

Mix to site

cum/hour 3 tonne.km 1.46

Tractor Pulling capacity in HP 50 hour 231.00

Tractor with Rotevator Rate of Tractor + Rotevator hour 242.00

Tractor with Ripper Rate of Tractor 6+ Ripper hour 249.00

Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 km 20.00

Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 hour 582.00

Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 tonne.km 2.00

Vibratory Roller 8 tonne Earth or soil / GSB / WBM cum/hour 100/60/60 hour 994.00Water Tanker Water Transport capacity in KL 6 hour 582.00

Water Tanker Water Transport capacity in KL 6 km 15.60

Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 777.00

Description of Machine Unit

Air compressor with pneumatic chisel attachment for cutting

hard clay.

hour 206.00

Cement concrete batch mix plant @ 175 cum per hour

(effective output)

hour 5,160.00

Cement concrete batch mix plant @ 75 cum per hour hour 2,760.00Generator 33 KVA hour 240.00

Generator 100 KVA hour 450.00

Generator 250 KVA hour 1,125.00

Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 300.00

Plate compactor hour 100.00

Texturing machine (for rigid pavement) hour 250.00

Wet Mix Plant 75 TPH 1,036.00

Concrete Paver Finisher with 40 HP Motor Paving of concrete surface cum / hour 175 hour 16,188.00


24/29

Analysis of Rates

Pleasevisit the link.
http://localhost/var/www/apps/conversion/tmp/scratch_1/7.06.14%20Final%20part-4%20%20Est%20MAGALPUR-SATHIPUR%20%20ROAD-2%20-%20Copy%20-%20Copy.tifhttp://localhost/var/www/apps/conversion/tmp/scratch_1/7.06.14%20Final%20part-4%20%20Est%20MAGALPUR-SATHIPUR%20%20ROAD-2%20-%20Copy%20-%20Copy.tif


25/29


26/29


27/29

Detailed Quantity Estimate

Please refer the link for road estimate.

Please refer the link for CD work Estimate
http://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road.tifhttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road_CD.tifhttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road_CD.tifhttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road.tif


28/29

GENERAL ABSTRACT

A) ROAD PROPER Rs 984,86,185.04

Rs 9,84,86,185.04B) CD WORKS

ii SLAB CULVERT (1.5x2.0) 1No. Rs 13,79,558.58

iii HUME PIPE CULVERT 1x1.2m Dia ( 3Nos) Rs 9,84,846.82

Rs 23,64,405.40C) RETAINING WALL & DRAIN

i ROAD SIDE DRAIN

BUILTUP AREA

DRAIN 2240m Rs 53,19,102.00

ii TOE WALL 300m Rs 25,55,049.60

Rs 78,74,151.60

SUB TOTAL. Rs 1087,24,742.04

D ADD 1% FOR CONTINGENCIES Rs 10,87,247.00

E ADD 1% FOR QUALITY CONTROL Rs 10,87,247.00

F

ADD FOR SHIFTING OF UTILITY SERVICES,TREE

FELLING & PLATATION. Rs 30,00,000.00

GRAND TOTAL. Rs 11,38,99,236.04

SAY

Rs 11,38,99,000.00


29/29

Please open the excel sheet B_M Road

Open

Clic

kon

Open(by

righ

tclick:

ope

n

hyp

erlink

opt

ion)
http://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xlshttp://localhost/var/www/apps/conversion/tmp/scratch_1/Est.%20B.M.%20Road%2068.2-78.2%20&%2084.2-98.2.xls

Analysis, Specification and Estimate on Road Works_rev1

Documents

Transcript of Analysis, Specification and Estimate on Road Works_rev1