Wep4 Rate Analysis 26-5-2010 AW

transcript

N.W UPGRADATION OF THE ROAD FROM Tinthni (KM 0+00) TO Kalmala (KM73+800) OF SH – 61 & SH – 15A. BASIC RATE OF MATERIALS

S.No Description of item Unit

1 Cost of Water KL 20.00

2 Earth Cost or compensation for earth taken from private land Cum 85.003 Granular Material Cum 133.00

4 Structural steel KG 38.00

5 PVC pipes 100mm dia Metre 155.00

5a PVC pipes 150mm dia Metre 335.00

6 G.I Pipes 100mm dia Metre 595.00

7 MS clamps No 45.00

8 Hot applied thermoplastic compound Ltre 155.00

9 Reflectorising glass beads Kg 25.00

10 Nuts and bolts Kg 60.00

11 Strip seal expansion joint m 4750.0012 Cement MT 3,600.00

13 TMT bar reinforcement conforming to IS1785. MT

14 High tensile steel wires/ strands MT 38,448.00

15 Bulk Bitumen Grade 60/70 MT 34,178.00

16 Bulk Modified Bitumen (CRMB) MT 38,899.00

17 Bitumen Emulsion (Slow Setting) MT 32,000.00

18 Bitumen Emulsion (Rapid Setting) MT 25,000.00

19 Curing Compund Ltr 58.00

compressible fiber board 20 mm sqm 454.00

20 Concrete Hume Pipe NP3 300 mm dia RM 700.00

21 Concrete Hume Pipe NP4 900 mm dia RM 3,100.00

24 Aggregate for concrete works 10 mm to 40mm Cu.M 446.00

25 Aggregate for GSB works MT 300.00

26 Aggregate for WMM works MT 300.00

27 Aggregate for Bituminous works MT 300.00

28 Stone for RR Masonry Cu.M 750.00

29 FILTER MATERIAL FOR AGGREGATES Cu.M 677.00

30 Filling Sand or Crushed sand Cu.M 535.00

Basic Usage rates (Rs.)

31 Superplasticiser CONPLAST SP 430 Ltr 34.00

32 Gelatin Kg 35.0033 Electronic detonator with 2 set of gelatin stick of 125 gm each each 42.0034 HDPE Pipe (110 mm dia) RM 158.0035 HDPE Pipe (160 mm dia) RM 338.0039 Filler MT 3750.00

painting primer Ltr 66.0040 paints synthetic asian Ltr 145.0041 POT/PTFE FIXED MT 180.0042 POT/PTFE FREE MT 180.00

tape barricading rmt 1.7543 Elastomeric bearing CC 0.90

B BASIC RATE OF FUEL 1 Diesel (Excluding Generator , loader etc. for Crushing Plant) KL 39,250.0

2 LDO (Furnace Oil) KL 39,250.0

Total= C LEAD

1 Earth for Embnkmt lead from borrow to site = 8.0

2 Avg lead of WMM plant to site = 4.0 3 Avg lead of GSB Material from crusher plant to site = 4.0

4 Avg lead of Bituminous Mix plant to site = 4.0 5 Avg lead of Concrete mix from Batch Mix Plant to Site = 4.0

6 Aggregate lead from Quarry to Plant = 15.0

D SOME BASIC CONSIDERATION/PRESSUMPTIONS 1 Unit weight of Stone Aggregate T/M3 2.6

2 Average Bulk density of Stone chips of various sizes T/M3 1.56

3 Unit weight of consolidated GSB T/M3 2.10

4 Unit weight of consolidated WMM T/M3 2.23

5 Unit weight of consolidated BM T/M3 2.23

6 Unit weight of consolidated DBM T/M3 2.32

7 Unit weight of consolidated SDBC T/M3 2.38

8 Unit weight of consolidated BC T/M3 2.38

9 Wastage of Aggregate 10 Wsatage of Aggregate for GSB Work over & above sl 9.0 1%

11 Wsatage of Aggregate for WMM Work over & above sl 9.0 1%

12 Wsatage of Aggregate for Asphalt ork over & above sl 9.0 1%

13 LDO as burning fuel considered as Ltr./MT 5.0

14 LDO as heating of Bitumen Ltr./MT 10.0

15 LDO as heating of CRMB Ltr./MT 12.0

16 Stone aggregate procured from Market 10%

E SOME BASIC CONSIDERATION/PRESUMPTIONS

1 Wastage of Cement 1%

2 Steel wastage 10.0%

Rolling Margin 2.0%

Nonrecoverable cutting wastage 3.0%

Chairs, Spacers, Laps etc. 5.0%

3 Cement Concumption per M3

Mix 1:4:8 T/M3 0.166 a Mix 1:3:6 T/M3 0.230 b Mix 1:2:4 T/M3 0.270 d M-15 Grade T/M3 0.270

e M-20 Grade T/M3 0.340

f M-25 Grade T/M3 0.400

g M-30 Grade T/M3 0.420

h M-35 Grade T/M3 0.440

i M-40 Grade/RCC T/M3 0.450

j M-40 Grade/PSC T/M3 0.450 k M-45 Grade/PSC T/M3 0.465

4 Rate for formwork including labour charges Labour

a Foundation Rs./M2 70.0 b Sub-structure Rs./M2 80.0 c Sub-structure (height 5 m to 10 m) Rs./M2 100.0

d Super-structure Rs./M2 120.0

5.0 Rebar for Approach Slab Kg./M3 85.0

6.0 Rebar for RCC Railing Kg./M3 190.0

7.0 Rebar for RCC Crash Barrier Kg./M3 90.0

8 HYSD for Wearing coat Kg./M3 80.0

F Total required quantity of Stone aggreagte = MT 1,100,000

Dead cost of land per Year Acre 500,000

No. of years required Years 1.5

Height considered M 5.0

BASIC RATE OF STONE AGGREGATE CONSIDERING OUR OWN PREODUCTION

Volume per acre M3 20,000.0

Unit weight (Specifc Gravity) T/M3 1.6

Tonnage per acre T 31,200.0

Cost towards Dead Rent Rs./T

Blasting & loading into crusher hopper Rs./T 58.0

Rehandling cost Rs./T 25.0 % of rehandling considered 25%

Ownership charges of Generator 550 KVA for 250 MT Crusher Rs./T 200.0

2,000,000.0

Total qty to be produced ( 10 hrs in day x 25 days in month x 20 months) MT 1,000,000.0

Cost of erection per MT

Dead Hire charges of Crusher Rs./T

Cost of stone aggrgate final product excluding royalty Rs./T

Add royalty Rs./T

Cost of stone aggrgate final product including royalty Rs./T

Considering bulk density = T/M3 1.56

Total Cost of aggregate (final product) per Cum at crusher location Rs./ Cu.M

Say Market rate = 226.4 Market rate = 353.2

Consider procuremnt from Market = 10%

Consider our own production = 90%

Weighted rate per MT = #N/A

Weighted rate per Cu.M = #N/A

Total cost towards Blasting & loading into crusher hopper including rehandling

Crushing cost including fuel + materials Spare parts, operators etc. excluding dead hire charges of Loader, Geneartos & Crusher

Ownership charges of Loader 1.7 Cu.M bucket capacity considering output of 25 MT per houri.e. 25 x 1.56 MT = 39 MT

Erection charges LS + Dismantling Charges + One side Transportation + Making of service road

UPGRADATION OF THE ROAD FROM Tinthni (KM 0+00) TO Kalmala (KM73+800) OF SH – 61 & SH – 15

Total Quantity Total Amount

#DIV/0!

#VALUE!

quotation from agencys

- - - - - - -

Total -

2,879.4 113,017,211.0 #N/A

895.2 35,138,036.0 #N/A

Total= 148,155,247.0 #N/A

Bitumen %

BLACK BOOK

2.0 105.0%

3.20% 2.31

Admix Aggregate (MM)

0.00% 40 120.0 0.00% 40 144.0 230.0 0.00% 20 205.0 0.00% 40 1,215.0 #N/A 270

0.60% 20 400

0.80% 1,890.0 #N/A 420

0.90% 1,980.0 #N/A 440

0.90% 2,025.0 #N/A 450

1.00% 2,025.0 #N/A 450 1.20%

Per Sq.m #N/A

- #DIV/0!

Specified Minimum Cement Content

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BASIC RATE OF STONE AGGREGATE CONSIDERING OUR OWN

50.0 94.0

#N/ARs./MT Rs./M3

N.W UPGRADATION OF THE ROAD FROM Tinthni (KM 0+00) TO Kalmala (KM73+800) OF SH – 61 & SH – 15

1Borrowed Earth :

cost of earth royalty Total cost

50 35 85 0 85

Granular material2 source name The borrowed earth available along the alighment of road from borrowed

Cost of earth Royalty Total cost70 35 105 28 133

Fine aggregate(Sand)

3 sand Basic cost RoyaltyRate at sit 424.2 76.125 35 535

4 STONE AGGREGATE Total aggregate has procure from COMPANY own operation of

Source Grade Quarry rate Royalty

40 227 5 35 240

20 267

12 267 10 267

6 267 dust 267

5 PORTLAND CEMENT GRADE 53

Place of suppBasic rate MT Exise duty Road freight2980

STEEL HYSD/

LOCAL EQUIRE Depot VAT 4%HYSD

BORROWED EARTH

The borrowed earth is available along the alignment for embakment and subgrade shoulders

with lead charges

cost with lead at site per cum

Earth available lead 2 km

lead charges per cum

cost with lead at site per cum

Transportation cost

Total cost per cum

Trasportation cost( rehadling )

Total cost per MT

quarry is near to the road area

PLACE :BANGALORE SITE

CST @% AGAINST C FORM

Transportation cost

CST @% AGAINST C FORM

Total cost per MT

6 MM 350008 MM 35300 1000 1412 706 3841810 MM 35300 1000 1412 706 3841812 MM 34800 1000 1392 696 3788816 MM 37500 1000 1500 750 4075020 MM 34800 1000 1392 696 3788828 MM 34800 1000 1392 696 3788832MM 34800 1000 1392 696 37888

38448.2857143Prestresing strands

MECHINARY RATES

C Usage Rates of LABOUR

s Description of Labour Unit Usage Rate Total Amount

1 Mate / Supervisor day 200.00 - 2 Mazdoor skilled day 175.00 - 3 Mazdoor day 150.00 - 4 Blacksmith day 250.00 - 5 Mason day 300.00 -

6 Chiseller/driller/blaster day 250.00 -

7 OPERATOR :i) Plant Operator Per Month 10,000.00 - ii) Grader Rs./month 12,000.00 - iii) Road Roller Rs./month 6,000.00 - iv) Loader Rs./month 8,000.00 - v) Excavator Rs./month 7,000.00 - vi) Helper Rs./month 4,000.00 -

Total Labour cost = -

(A) Usage Rates of Plant and Machinery

Sl. No. Activity Output Unit

P&M-001 Air Compressor General Purpose 170/250 hour

P&M-002 Concrete Mixing cum/hour 20 hour

P&M-003 Concrete Mixing cum/hour 13 hour

P&M-004 Applying bitumen tack coat sqm/hour 1750 hour

P&M-005 Bitumen Boiler oil fired Bitumen Spraying 1500 hour

P&M-006 Paving of concrete surface cum / hour 20 hour

Total Heads Month

Description of Machine

Output of Machinecapacity in

cfmBatching and Mixing Plant (a) 30 cum capacity

Batching and Mixing Plant (b) 15 - 20 cum capacity

Bitumen Pressure Distributor

capacity in litre

Concrete Paver Finisher with 40 HP Motor

P&M-007 Pumping of concrete cum / hour 33 / 22 hour

P&M-008 Concrete Bucket For Pouring concrete 1 hour

P&M-009 Concrete Mixing cum/hour 2.5 hour

P&M-010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour

P&M-011 Crane (a) 80 tonnes Lifting Purpose hour

P&M-012 Cranes b) 35 tonnes Lifting Purpose hour

P&M-013 Cranes c) 3 tonnes Lifting Purpose hour

P&M-014 Dozer D - 80 - A 12 Spreading /Cutting / Clearing cum/hour 300/ 150/250 hour

P&M-015 Dozer D - 50 - A 15 Spreading /Cutting / Clearing cum/hour 200/ 120/150 hour

P&M-016 Applying emulsion tack coat sqm/hour 1750 hour

P&M-017 Soil loading / Aggregate loading cum/hour 60 /25 hour

P&M-018 Generator (a) 125 KVA Genration of electric Energy KVA 100 hour

P&M-019 Generator( b) 63 KVA Genration of electric Energy KVA 50 hour

P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour

P&M-021 DBM/BM/SDC/ Premix cum/hour 40 hour

P&M-025 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour

P&M-026 cum/hour 60 /60 /60 hour

P&M-027 Crushing of Spalls TPH 100 hour

P&M-028 Crushing of Spalls TPH 200 hour

P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour

P&M-030 Mastic Cooker Mastic Wearing coat 1 hour

P&M-031 Surface Cleaning sqm/hour 1250 hour

P&M-032 Clearing /Spreading /GSB /WBM cum/hour 200/200/50/50 hour

P&M-033 Mixing and laying slurry seal sqm/hour 2700 hour

P&M-034 Paving of DBM/ BM/SDC/ Premix cum/hour 40 hour

Concrete Pump of 45 & 30 cum capacity

capacity in cum

Concrete Mixer (a) 0.4/0.28 cum

Emulsion Pressure Distributor

Front End loader 1 cum bucket capacity

Hotmix Plant - 120 TPH capacity

Hotmix Plant - 100 TPH capacity

Hotmix Plant - 60 to 90 TPH capacity

Hotmix Plant - 40 to 60 TPH capacity

Hydraulic Excavator of 1 cum bucket

Soil Ordinary/Soil Marshy / Soil Unsuitable

Integrated Stone Crusher 100THP

Integrated Stone Crusher 200 HP

capacity in tonne

Mechanical Broom Hydraulic

Motor Grader 3.35 mtr blade

Mobile slurry seal equipment

Paver Finisher Hydrostatic with sensor control 100 TPH

P&M-035 Paving of WMM /Paving of DLC cum/hour 40/30 hour

P&M-036 Rm/hour 2 to 3 hour

P&M-037 Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour

P&M-038 Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.5 to 2.00 hour

P&M-039 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour

P&M-040 Stressing of steel wires/stands hour

P&M-041 Ripper Scarifying cum/hour 60 hourP&M-042 Rotavator Scarifying cum/hour 25 hourP&M-043 Road marking machine Road marking Sqm/hour 100 hour

P&M-044 Soil Compaction /BM Compaction cum/hour 70/25 hour

P&M-045 Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour

P&M-046 Tipper - 5 cum 5.5 km

P&M-047 Tipper - 5 cum 5.5 tonne.km

P&M-048 Tipper - 5 cum 5.5 hour

P&M-049 Transit Mixer 4.0/4.5 cum cum/hour 4.5 hour

P&M-050 Transit Mixer 4/4.5 cum cum/hour 4.5 tonne.kmP&M-051 Transit Mixer 3.0 cum cum/hour 3 hourP&M-052 Transit Mixer 3.0 cum cum/hour 3 tonne.km

P&M-053 Tractor Pulling 50 hour

P&M-054 Tractor with Rotevator Rate of Tractor + Rotevator hourP&M-055 Tractor with Ripper Rate of Tractor 6+ Ripper hour

P&M-056 Material Transport capacity/cum 4.5 km

P&M-057 Material Transport capacity/cum 4.5 hour

P&M-058 Material Transport capacity/cum 4.5 tonne.km

P&M-059 Vibratory Roller 8 tonne Earth or soil / GSB / WBM cum/hour 100/60/60 hour

P&M-060 Water Tanker Water Transport 6 hour

P&M-061 Water Tanker Water Transport 6 km

P&M-062 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour

Paver Finisher Mechanical 100 TPH

Piling Rig with Bantonite Pump

0.75 m dia to 1.2 m dia Boring attachment

Prestressing Jack with Pump & access

Smooth Wheeled Roller 8 tonne

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

Transportation of Concrete Mix to siteTransportation of Concrete Mix to siteTransportation of Concrete Mix to siteTransportation of Concrete Mix to site

capacity in HP

Truck 5.5 cum per 10 tonnes

capacity in KL

land rate

lead average 2 km 500000 10000 50

The borrowed earth available along the alighment of road from borrowed

lead 5 km

Fine aggregate(Sand)

cft Rs 12 at querry area

Total aggregate has procure from COMPANY own operation of 10 per cum Break up details crusher Description

unit cost

361.00 a) Quarry Cost MT 42

401.00

401.00 MT 35

401.00 d) Fuel cost MT 23

401.00 MT 35

401.00 f)civil works MT 6 bulk dencity is 1.5 mt/cum g)staff,lAbours cost MT 2

Total cost MT

TOTAL COSTMT

227 3600

The borrowed earth is available along the alignment for embakment and subgrade

Quantity expected in m3

COST PER CUM

b) Quarrying Cost making required size and trasportation etc

c) Crushing Cost(operations)

e) Dead hire charges for Genset,Crusher Plant,Loader

h)demobilization and rehandlingcost and land lease or rent

Total cost

35000 Quotation from BANGALORE iNclude vat+transportation

(A) Usage Rates of Plant and Machinery

Rate MUMBAI RATES MACHINARY

624500

562 150

1228011500

14501000

20702200

221360

386325

922 900

3.56051.6

293302

1200 500

250300

1010 1000 200TPH

AMOUNT IN RUPEES

Quarry cost 1,000,000

quaotation 27,338

PER MT 37

over burden char 5

TOTAL 42

includes registration and etc

Quantity per acere

N.W UPGRADATION OF THE ROAD FROM Tinthni (KM 0+00) TO Kalmala (KM73+800) OF SH – 61 & SH – 15

1PCC Grade M15 Unit = cumTaking output = 15 cuma) Material

Cement MT 5.10 Coarse sand cum 9.00 40 mm Aggregate cum 8.00 20 mm Aggregate cum 4.00 10 mm Aggregate cum 1.35

b) LabourMate day 0.86 Mason day 1.50 Mazdoor day 20.00

c) MachineryBatching Plant @ 30 cum/hour hour 0.50 Generator 100 KVA hour 0.50 Loader 1 cum capacity hour 0.50 Transit Mixer 4 cum capacity for lead upto 1 km. hour 2.00 Lead beyond 1 km, L-lead in km T-km 555.00

Concrete Pump hour 0.50 totaltotal per cum

2 PCC Grade M20 Unit : cumTaking output = 120 cuma) Material

Cement MT 43.20 Coarse sand cum 72.00 20 mm Aggregate cum 64.80 10 mm Aggregate cum 43.20

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

c) MachineryBatching Plant @ 30 cum/hour hour 8.00 Generator 100 KVA hour 8.00 Loader 1 cum capacity hour 9.00 Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 Lead beyond 1 km, L-lead in km T-km 5100.00 Concrete Pump hour 8.00 totalrate per cum

3 RCC M-25Taking Output = 120 cumWith Batching Plant, Transit Mixer and Conrete Pump

Unit : cumTaking Output = 120 cuma) Material

Cement MT 48.38 Coarse sand cum 72.00 20 mm Aggregate cum 64.80 10 mm Aggregate cum 43.20 Admixer Kg 193.52

c) MachineryBatching Plant @ 30 cum/hour hour 8.00 Generator 100 KVA hour 8.00 Loader 1 cum capacity 1 cum hour 6.00 Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00

T-Km 3600.00

Concrete Pump hour 8.00 totalrate per cum

4 RCC M-30Using Batching Plant, Transit Mixer and Conrete Pump

Unit = cumTaking output = 120 cuma) Material

Cement MT 48.80 Coarse sand cum 72.00 20 mm Aggregate cum 64.80 10 mm Aggregate cum 43.20 Admixer kg 194.00

c) MachineryBatching Plant @ 30 cum/hour hour 8.00 Generator 100 KVA hour 8.00 Loader 1 cum capacity hour 6.00 Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00

T-Km 3600.00

Concrete Pump hour 8.00

Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 2,628.00 5 RCC M 35

Using Batching Plant, Transit Mixer and Conrete Pump

Unit ; cumTaking Output = 120 cum

Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer

a) MaterialCement MT 54.00 Coarse sand cum 72.00 20 mm Aggregate cum 64.80 10 mm Aggregate cum 43.20 Admixer Kg 216.00

c) MachineryBatching Plant @ 20 cum/hour hour 8.00 Generator 100 KVA hour 8.00 Loader 1 cum capacity hour 8.00 Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00

T-Km 5400.00

Concrete Pump hour 8.00 Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 2,856.00

6 SEC 1600Output : MTTaking output = 1 MTa) Material

HYSD bars including 5% overlaps and wastage MT 1.10 Binding wire kg 8.00

Mate day 1.00 Blacksmith day 4.00 Mazdoor day 10.00

c) Overheads @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highway

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

b) Labour for cutting, bending, shifting to site, tying and placing in position

d) Contractors profit @ 'file:///j:/highways%20hyd%20division/state%20highways/karnatakaRate for per MT (a+b+c+d)

7 RCC M 40Using Batching Plant, Transit Mixer and Conrete Pump

Unit ; cumTaking Output = 120 cuma) Material

Cement MT 55.20 Coarse sand cum 72.00 20 mm Aggregate cum 64.80 10 mm Aggregate cum 43.20 Admixer Kg 220.80

c) MachineryBatching Plant @ 30cum/hour hour 8.00 Generator 100 KVA hour 8.00 Loader 1 cum capacity hour 8.00 Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00

T-Km 5700.00

Concrete Pump hour 8.00 Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 2,905.00

PSC Grade M-45Unit = 1 cumTaking output = 120 cuma) Material

Cement tonne 60.00

Coarse sand cum 72.00

20 mm Aggregate cum 64.80

10 mm Aggregate cum 43.20

Admixture @ 0.4 per cent of cement kg 223.20

b) LabourMate day 8.00

Mason day 9.00

Mazdoor day 20.00

c) Machinery

Batching Plant @ 30 cum/hour hour 8.00

Generator 100 KVA hour 8.00

Loader hour 8.00

Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00

Lead beyond 1 Km, L - lead in Kilometer tonne.km 5400.00

Concrete Pump hour 8.00

3034.00Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum

14.5 515 & 2702 Mastic Asphalt

Unit = sqm

a) LabourMate day 0.49

Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

Taking output = 72.46 sqm (2 tonnes)(0.869 cum) assuming a density of 2.3 tonnes/cum.

Mazdoor day 11.00

Mazdoor (Skilled) day 1.25

b) Machinery

Mechanical broom @ 1250 sqm per hour hour 0.06

Air compressor 250 cfm hour 0.06

Mastic cooker 1 tonne capacity hour 6.00

Bitumen boiler 1500 litres capacity hour 6.00

hour 1.00

c) MaterialBase mastic (without coarse aggregates) = 60 per cent Coarse aggregate(3.35mm to 9.5 mm size) = 40 per cent .

Tractor for towing and positioning of mastic cooker and bitumen boiler

Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case)

tonne 0.204

cum 0.39

i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204

ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39

tonne 0.36

cum 0.55

iii) Lime stone dust filler with calcium carbonate content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36

iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55

cum 0.036

kg 1.05

Cost for 72.46 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/72.46

v) Pre-coated stone chips of 9.5 mm nominal size for skid resistance = 72.46x0.005/10 = 0.036

vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg

d) Overhead charges @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$335 on (a+b+c)

e) Contractor's profit @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$337 on (a+b+c+d)

1.The rates for 6 mm or any other thickness may be worked out on pro-rata basis.

Unit = 1 No.Taking output = 1 No.a) Material

Kg 4.00

GI pipe 100mm dia metre 1.00

GI bolt 10 mm Dia each 6.00

2. Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately.

3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design.

4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case.

5.The quantity of bitumen works out 17 per cent of the mastic asphalt blocks without aggregates and falls within the standards laid down by MoRTH Specifications.

Drainage Spouts complete as per drawing and Technical specification

Corrosion resistant Structural steel including 5 per cent wastage

Galvanised MS flat clamp each 2.00

b) LabourFor fabrication

Mate day 0.02

Skilled (Blacksmith, welder etc.) day 0.02

Mazdoor day 0.02

For fixing in position

Mate day 0.01

Mason day 0.01

Mazdoor day 0.20

Rate per metre (a+b+c+d)

Add @ 5 per cent of cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc.

c) Overhead charges @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$335 on (a+b)

d) Contractor's profit @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$337 on (a+b+c)

1. In case of viaducts in urban areas, the drainage spouts should be connected with suitably located pipelines to discharge the surface run-off to drains provided at ground level.

2. In case of bridges, sufficient length of G.I Pipe shall be provided to ensure that there is no splashing of water from the drainage spout on the structure.

Unit = 1 cumTaking output = 1 cuma) Material

cum 1.00

tonne 0.05

bitumens filler joiint rms 150.00

Rate per cum (a+b+c)

12.6 Cement Mortar 1:3 (1 cement : 3 sand)

Unit = 1 cumTaking output = 1 cum

1500,1600,1700 & 2704

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Cement concreteM30 Grade Refer relevant item of concrete in item 12.8(G)by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) (Excluding OH & CP)

( Refer relevant item of concrete in item No. 13.8 (G) except that form work may be added at the rate of 2 per cent of cost against 3.5 per cent provided in the foundation concrete.

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP)

b) Overhead charges @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$335 on (a)

c) Contractor's profit @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$337 on(a+b)

The grade of reinforced cement concrete may be adopted as M30 for severe conditions and M25 for moderate conditions.

a) MaterialsCement tonne 0.51

Sand cum 1.05

Mazdoor day 0.90

Total Material and Labour = (a+b)

3600 18360.00 535.00 4815.00 361.00 2888.00 401.00 1604.00 401.00 541.35

200.00 172.00 300.00 450.00 150.00 3000.00

1450.00 725.00 562.00 281.00 624.00 312.00 660.00 1320.00

2.50 1387.50

1387.5173.00 86.50

35942.35 2396.00

3600.00 155520.00 535.00 38520.00 401.00 25984.80 401.00 17323.20

L= 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/gdcl%20infra/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$339

200.00 1600.00 300.00 2400.00 175.00 3850.00

1450.00 11600.00 562.00 4496.00 624.00 5616.00 660.00 9900.00

3.50 17850.00 173.00 1384.00

296044.00 2467.00

3600.00 174168.00 535.00 38520.00 401.00 25984.80 401.00 17323.20

34.00 6579.68

200.00 1000.00 300.00 2400.00 175.00 3500.00

1450.00 11600.00 562.00 4496.00 624.00 3744.00

60.00 900.00

3.50 12600.00

173.00 1384.00 304199.68

2535.00

3600.00 175680.00 535.00 38520.00 401.00 25984.80 401.00 17323.20

34.00 6596.00

200.00 1600.00 300.00 2400.00 175.00 3500.00

1450.00 11600.00 562.00 4496.00 624.00 3744.00 660.00 9900.00

3.50 12600.00

173.00 1384.00 315328.00

3600.00 194400.00 535.00 38520.00 401.00 25984.80 401.00 17323.20

34.00 7344.00

200.00 1600.00 300.00 2700.00 175.00 3500.00

1450.00 11600.00 562.00 4496.00 624.00 4992.00 660.00 9900.00

3.50 18900.00

173.00 1384.00

38448.00 42292.80 50.00 400.00

200.00 200.00 250.00 1000.00 150.00 1500.00

c) Overheads @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highway 0.00

d) Contractors profit @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka 0.00 45392.80

say 45393.00

3600.00 198720.00 535.00 38520.00 401.00 25984.80 401.00 17323.20

34.00 7507.20

200.00 1600.00 300.00 2700.00 175.00 3850.00

1450.00 11600.00 562.00 4496.00 624.00 4992.00 660.00 9900.00

3.50 19950.00

173.00 1384.00

3600.00 216000.00

535.00 38520.00

'file:///j:/highways%20hyd

%20division/state

%20highways/

karnataka/highways/kshipii/wep

%204/working%20boq/

gdcl%20infra/standard%20data%20book%20(road

%20&%20bridge).xls'#$input.

$a$216

%20division/state

%20highways/

%204/working%20boq/

$a$137

401.00 25984.80

401.00 17323.20

%20division/state

%20highways/

%204/working%20boq/

$a$187

%20division/state

%20highways/

%204/working%20boq/

$a$185

34.00 7588.80

200.00 1600.00

%20division/state

%20highways/

%204/working%20boq/

$a$315

%20division/state

%20highways/

%204/working%20boq/

$a$123

300.00 2700.00

150.00 3000.00

%20division/state

%20highways/

%204/working%20boq/

$a$122

%20division/state

%20highways/

%204/working%20boq/

$a$124

1450.00 11600.00

562.00 4496.00

%20division/state

%20highways/

%204/working%20boq/

%20division/state

%20highways/

%204/working%20boq/

624.00 4992.00

660.00 9900.00

%20division/state

%20highways/

%204/working%20boq/

%20division/state

%20highways/

%204/working%20boq/

3.50 18900.00

173.00 1384.00

Lead ='file:///j:/hig

hways%20hyd

%20division/state

%20highways/karnatak

a/highways/kshipii/wep

%204/working%20boq/

%20&%20bridge).xls'#$input.$c$339 km

& 'file:///j:/high

ways%20hyd

%20division/state

%20highways/karnataka/highways/kshipii/wep

%204/working%20boq/

%20&'file:///j:/highways%20hyd

%20division/state

%20highways/

%204/working%20boq/

200.00 98.00 'file:///j:/highways%20hyd

%20division/state

%20highways/

%204/working%20boq/standard%20data%20book%20(road

$a$123

175.00 1925.00

150.00 187.50

%20division/state

%20highways/

$a$124

%20division/state

%20highways/

$a$126

276.00 16.56

257.00 15.42

50.00 300.00

%20division/state

%20highways/

%20division/state

%20highways/

%20division/state

%20highways/

140.00 840.00

280.00 280.00

%20division/state

%20highways/

%20division/state

%20highways/

34178.00 6972.31

401.00 156.39

%20division/state

%20highways/

$a$209

%20division/state

%20highways/

$a$155

3600.00 1296.00

401.00 220.55

%20division/state

%20highways/

$a$323

%20division/state

%20highways/

$a$185

401.00 14.44

34.00 35.70

12357.87 170.55

say 342.00

%20division/state

%20highways/

$a$277

%20division/state

%20highways/

%20&%20bridge).xls'#$input.$a$209/100

36.00 144.00

595.00 595.00

45.00 270.00

'file:///c:/documents

%20and%20settings/abreddy/desktop/

standard_data_book__road___bridge_.xls'#$in

put.$a$222/100

standard_data_book__road___bridge_.xls'#$input.$a$191

45.00 90.00

200.00 4.00

250.00 5.00

175.00 3.50

200.00 2.00

300.00 3.00

175.00 35.00

1209.08 say 1209.00

2628.00 2628.00

45393.00 2269.65

150.00

5100.21 say 5100.00

3600.00 1836.00

535.00 561.75

200.00 8.00

150.00 135.00

say 2541.00

N.W UPGRADATION OF THE ROAD FROM Tinthni (KM 0+00) TO Kalmala (KM73+800) OF SH – 61 & SH – 15BILL NO 1 PRELIMINARY &GENERAL

1.01 No.

1.02 No.

1.03 No

1.04 Sq.m

1.05 a)

trimming of the sides of pot hole sqm 0.25

tack coat sqm 1

wmm rate sqm 0.075

mss sqm 1

total rate per sqm

Procure (Purchase) and Supply brand new vehicles for Employer Site staff. including Registration, Full Comprehensive Insurance (1st year) Number plate, Road Tax , etc. a) Mahindra Scorpio SLX Turbo 2.6 - 7 seater option 4x4 wheel drive CRDE EURO II or "Equivalent approved"

Supply of digital colour record photographs fixed in albums and copied on to a CD as per Tech. Spec. Cl. 125 (on an avg. 75photographs / month)

Supply of video cassette: Taking video film of important activities for playing time of 180 minutes each as per Tech.Spec. Cl. 126 a) Start of the Contract b) During execution of Works c) End of the Contract

Maintenance of Earthen shoulders by filling with new gravelly soil by making up loss of material/irregularities on shoulder to design level by adding new soil and compacting with plate compactor to the desired field density with all lead and lift as per Tech Spec. Cl. 3003.1

Filling and Patching of Potholes as per Technical Specification Cl. 3004.2 Depth upto 100mm

b More than 100mm sqmtrimming of the sides of pot hole sqm 0.25

wmm ratein two layers sqm 0.125

tack coat sqm 1

mss sqm 1

total rate per sqm

BILL NO 1 BILL NO 2 SITE CLEARANCE AND DISMANTLING

1.01 2.01 Clearing and Grubbing Road Land .

By Mechanical Meansa) Labour

Mate day 0.160 Mazdoor day 4.000

b) MachineryDozer 80 HP with attachment for removal of trees & stumps hour 10.000

Tractor-trolley hour 1.000 c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate per Hectare = a+b+c+d

1.02 Dismantling of StructuresUnit = cumTaking output = 1.25 cum

2.03 Dismantling Stone Masonry/BRICK MASONARYa) Rubble stone masonry in lime mortar

a) LabourMate day 0.024 Mazdoor for dismantling, loading and unloading. day 0.600

b) MachineryTractor-trolley hour 0.270

Cost for 1.25 cum = a+b+c+dRate per cum = (a+b+c+d)/ 1.25

b) stone slab in structure sqm

c,d)Prestressed / reinforced cement concrete grade M-20 & above

a) LabourMate day 0.050 Mazdoor with Pneumatic breaker day 0.660 Blacksmith day 0.250 Mazdoor for loading and unloading day 0.250

b) Machineryhydralic excavator hour 0.500

hour 1.000

Tractor-trolley hour 0.270 Rate per cum = (a+b+c+d)/ 1.25

4.06 e) Dismantling of Flexible Pavements

Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.00 cum per hour

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 10000 metres, stacking serviceable and unserviceable materials separately

i By Mechanical MeansBituminous coursea) Labour

Mate day 0.010

Mazdoor day 0.100

b) Machinery

Tractor-trolley hour 0.380

Farm tractor with ripper @ 60 cum per hour hour 0.017

Rate per cum = a+b+c+d

k) dismantling of hume pipes/ GI pipes over 300 mm dialm

c) Overhead charges @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/gdcl%20infra/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$333 on (a+b)

d) Contractor's profit @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/gdcl%20infra/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$334 on (a+b+c)

Unit = EachGirth from 300 mm to 600 mma) Labour

Mate day 2.000 day 2.000

c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Rate for each tree = a+b+c+d

Girth from 600 mm to 900 mma) Labour

Girth from 900 mm to 1800 mma) Labour

Girth above 1800 mm a) Labour

Mate day 3.000

Scarification existing Bituminous Surface as per Technical Specification. Cl 305.4.3.

Cutting of Trees, including cutting of Trunks, Branches and Removal

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.

Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres lead by manual means.

Mazdoors for cutting trees including cutting, refilling, compaction of backfilling, and stacking of serviceable materials within 1000 metres lead by manual means

Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres

day 5.000

1.05unit per running meteresubgrade average cum 10GSB cum 2.19WMM cum 1.62Premix carpet seal coat/mss sqm 8shoulders cum 4tempary CD WORK 12 RM 900 RMT 12.5HEAD WALL( 1.5+.6) HEGHT 2.5 CONCRETE QUANTITYM 20 CUM 5.25 CUM 6PER RMT RATE OF CD RMTTRAFFIC SAFTY LUMSUM LUMSU 1TOTAL RATE PER RMT

BILL NO 2 BILL NO 3 EARTH WORKS2.01 a) E. EXCAVATION IN SOILS

Unit = cumTaking output = 360 cuma) Labour

b) MachineryHydraulic excavator 0.9 cum bucket capacity @ 60 cum per hour hour 8.000

Tipper 5.5 cum capacity, 4 trips per hour. hour 18.000 c) Overhead charges @ input on (a+b) rate per cum

b) Ordinary rock for road way all completeUnit = cumTaking output = 240 cuma) Labour

b) MachineryHydraulic Excavator 0.90 cum bucket capacity @ 36 cum per hour hour 8.000

Tipper 5.5 cum capacity, 4 trips per hour. hour 15.000 c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) Cost for 240 cum = a+b+c+dRate per cum = (a+b+c+d)/240

Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres

Construction of temp diversion includes causway/temp CD works as per tech spec112

Unit = cumTaking 0utput = 180 cuma) Labour

Mate day 5.000 Mazdoor day 5.000 Driller day 5.000 Blaster day 7.000

b) MachineryDozer, 80 HP @ 30 cum per hour hour 9.000 Air compressor, 250 cfm with 2 jack hammer hour 9.000 Front end loader 1 cum bucket capacity hour 9.000 Tipper10 tonne capacity hour 15.000

c) MaterialsGelatin 80 per cent kg 63.000

each 252.000

cum 90.000

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d)Cost for 180 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/180

2.03 3.02

b) MachineryHydraulic Excavator1 cum bucket capacity @ 60 cum per hour hour 1.500 Tipper 10 tonne capacity 640.000

Dozer 80 HP for spreading @ 200 cum per hour hour 0.500

Motor grader for grading @ 100 cum per hour hour 1.000 Water tanker6 KL capacity hour 4.000 Vibratory roller 8 -10 tonnes @ 100 cum per hour hour 1.000

c) MaterialCost of water KL 24.000 Compensation for earth taken from private land cum 100.000

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d)

Excavation in Hard Rock (requiring blasting) with disposal upto 10000 metres

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000

Electric Detonators @ 1 detonator for 2 gelatin sticks of 125 gms each

Credit for excavated rock found suitable for use @ 50 per cent quantity blasted

Construction of Embankment with Material obtained from Borrowpits

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

tonne.km

Add 10 per cent of cost of carriage to cover cost of loading and unloading

Cost for 100 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/100

2.04 3.03

b) MachineryDozer 80 HP for spreading @ 200 cum per hour hour 0.500 Tipper 10 tonne capacity 640.000

Motor grader for grading @ 100 cum per hour hour 1.000 Water tanker6 KL capacity hour 4.000 Vibratory roller 8-10 tonnes @ 100 cum per hour hour 1.000

c) MaterialCost of water KL 24.000

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d)Rate for 100 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/100

2.05(a) 3.04,3.05 Construction of Subgrade and Earthen Shoulders

b) MachineryHydraulic excavator1 cum bucket capacity @ 60 cum per hour hour 1.670

Tipper 10 tonne capacity 700.000

Dozer 80 HP for spreading @ 200 cum per hour hour 0.500 Motor grader for grading @ 50 cum per hour hour 1.000 Water tanker with 6 km lead hour 4.000 Vibratory roller 8-10 tonnes @ 80 cum per hour hour 1.250

c) MaterialCost of water KL 24.000 Compensation for earth taken from private land cum 100.000

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d)

Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost Construction of Embankment with Material Deposited from Roadway Cutting

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

tonne.km

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

tonne.km

2.08 3.06 Compacting Original GroundCompacting original ground supporting sub-grade

b) MachineryTractor with ripper attachment hour 12.000 Motor grader for grading hour 8.000 Water tanker 6 KL capacity hour 4.000 Vibratory roller 8-10 tonne @ 80 cum/hour hour 7.500

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d)Cost for 600 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/600

REFER 3.03 ITEM

2.12 :Compacting original ground supporting embankment

b) MachineryTractor with ripper attachment hour 12.000 Vibratory road roller 8-10 tonne capacity hour 7.500 Water tanker6 KL capacity hour 4.000

d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d)Cost for 600 cum = (a+b+c+d+e)Rate per sqm = (a+b+c+d+e)/600

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Construction of Subgrade with approved available material obtained from Road way excavation complete as per drawing and technical specification clause 305 including leads and lifts complete

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

176.00

150.00 37.5

785 58.875

150.00 37.5

785.00 98.125

200.00 32.00 L-12175.00 700.00 L-13

2640.00 26400.00 P&M-014

302.00 302.00 P&M-0530.00 0.00 0.00

say #N/A27434.00

200.00 4.80 L-12175.00 105.00 L-13

0.00 280.00 75.60 P&M-053

185.40 0.00

148.00 75.00

200.00 10.00 L-12250.00 165.00 L-14250.00 62.50 L-02175.00 43.75 L-13

0.00 1250.00 625.00

257.00 257.00 P&M-001

280.00 75.60 P&M-053991.00

200.00 2.00

150.00 15.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$124

280.00 106.40

1250.00 21.25

144.65 say 145.00

350.00

%20division/state

%20highways/

%204/working%20boq/

%20division/state

%20highways/

%204/working%20boq/

200.00 400.00 L-12175.00 350.00 L-13

0.00 280.00 280.00 P&M-053

0.00 0.00 0.00

say 1030.00 1030.00

200.00 600.00 L-12175.00 350.00 L-13

0.00 280.00 280.00 P&M-053

0.00 0.00 0.00

say 1230.00

200.00 600.00 L-12175.00 525.00 L-13

0.00 280.00 350.00 P&M-053

0.00 0.00 0.00

say 1475.00

200.00 600.00 L-12

175.00 875.00 L-13

0.00 280.00 350.00 P&M-053

0.00 0.00 0.00

say 1825.00

176.00 1760677 1482.63785 1271.7100 800

176.00 704 7043500 43750

02535 15210

152.1500 500

200.00 800.00 L-12175.00 875.00 L-13

0.00 1250.00 10000.00 P&M-026

450.00 8100.00 P&M-04819775.00

200.00 600.00 L-12175.00 700.00 L-13

0.00 1250.00 10000.00 P&M-026

450.00 6750.00 P&M-0480.00 0.00

18050.00 75.21

say 75.00

200.00 1000.00 L-12175.00 875.00 L-13250.00 1250.00 L-06250.00 1750.00 L-03

0.00 2640.00 23760.00 P&M-014

257.00 2313.00 P&M-001624.00 5616.00 P&M-017450.00 6750.00 P&M-048

0.00 35.00 2205.00 M-10442.00 10584.00 M-094 /100

15.00 1350.00 M-089

0.00 57453.00

say 319.00

200.00 8.00 L-12175.00 175.00 L-13

0.00 1250.00 1875.00 P&M-026

3.50 2240.00

1565.00 782.50 P&M-014

1450.00 1450.00 P&M-032250.00 1000.00 P&M-060

1200.00 1200.00 P&M-059

0.00 15.00 360.00 M-18985.00 8500.00 M-092

0.00 0.00

Lead =input km & P&M-

17590.50

say 176.00

200.00 4.00 L-12175.00 87.50 L-13

0.00 1565.00 782.50 P&M-014

3.50 2240.00

1450.00 1450.00 P&M-032250.00 1000.00 P&M-060

1200.00 1200.00 P&M-0590.00

15.00 360.00 M-1890.00 0.00

7124.00 #N/A

say 71.00

200.00 8.00 L-12175.00 175.00 L-13

0.00 1250.00 2087.50 P&M-026

3.50 2450.00

0.10 245.00

1565.00 782.50 P&M-0141450.00 1450.00 P&M-032

250.00 1000.00 P&M-0601200.00 1500.00 P&M-059

0.00 15.00 360.00 M-18985.00 8500.00 M-092

0.00 0.00

Lead =input km & P&M-

18558.00 #N/A

say 186.00

200.00 600.00 L-12175.00 525.00 L-13

0.00 302.00 3624.00 P&M-055

1450.00 11600.00 P&M-032250.00 1000.00 P&M-060

1200.00 9000.00 P&M-0590.00

15.00 360.00 M-1890.00 0.00

26709.00

say 45.00

200.00 400.00 L-12175.00 350.00 L-13

0.00 302.00 3624.00 P&M-055

1200.00 9000.00 P&M-059250.00 1000.00 P&M-060

0.00 15.00 360.00 M-189

0.00 0.00

14734.00

say 25.00

BILL NO 3 GRANULAR SUB-BASE COURSE@SUB BASE

3.01Granular Sub-Base with Close Graded Material (Table:- 400-1)

Unit = cumTaking output = 300 cum a) Labour

Mate day 0.480 200.00

Mazdoor skilled day 2.000 175.00

Mazdoor unskilled day 10.000 150.00

b) Machinery

Motor Grader 110 HP @ 50 cum hour 6.000 1450.00

Vibratory roller 8 -10 tonne hour 6.000 1200.00

Tractor - Rotavator hour 12.000 293.00

Tipper 10 tonne tonne.km 9000.000 3.50

Water tanker 6 KL capacity hour 3.000 250.00

c) MaterialClose graded Granular sub-base Material as per table 400-1

Add 10 per cent of cost of carriage to cover loading and unloading

For Grading-I Material53 mm to 9.5 mm @ 50 per cent cum 192.000 361.00

9.5 mm to 2.36 mm @ 20 per cent cum 76.000 401.00

2.36 mm below @ 30 per cent cum 115.200 401.00

Cost of water KL 18.000 15.00

Rte per cum =(a+b+c)/3003.02

4.02Unit = cumTaking output = 225 cum (495 tonnes)a) Labour

Mate day 0.480 200.00

Construction of Wet Mix Macadam (WMM) base with approved material complete as per drawing and Technical Specification clause 406.

Mazdoor skilled day 2.000 175.00

Mazdoor day 10.000 150.00

b) Machinery

Wet mix plant of 75 tonne hourly capacity hour 9.000 1010.00

Electric generator 125 KVA hour 6.000 562.00

Front end loader 1 cum capacity hour 6.000 624.00

Paver finisher hour 8.000 786.00

Vibratory roller 8 - 10 tonne hour 6x0.65 1200.00

orSmooth 3 wheeled steel roller @ 8-10 tonnes. hour 12.000 Water tanker 6 KL capacity hour 3.000 250.00

Tipper tonne.km 8032.000 3.50

c) Material ( Table 400-11)

45 mm to 22.4 mm@ 30 per cent cum 89.100 361.00

22.4 mm to 2.36 mm @ 40 per cent cum 118.800 401.00

2.36 mm to 75 micron@ 30 per cent cum 89.100 401.00

d) Overhead charges @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/gdcl%20infra/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$333 on (a+b+c)

BILL NO 5 BASE AND SURFACE COURSES (BITUMINOUS)

BILL NO 44.01 Prime Coat

5.01Unit = sqmTaking output = 3500 sqma) Labour

Mate day 0.080 200.00

e) Contractor's profit @ 'file:///j:/highways%20hyd%20division/state%20highways/karnataka/highways/kshipii/wep%204/working%20boq/gdcl%20infra/standard%20data%20book%20(road%20&%20bridge).xls'#$input.$c$334 on (a+b+c+d)

1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller may be multiplied with a factor of 0.65

2. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm..

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 276.00

Air compressor 250 cfm hour 2.800 257.00

Bitumen pressure distributor @ 1750 sqm per hour hour 2.000 795.00

Water tanker 6 KL capacity @ 1 trip per hour hour 1.000 250.00

c) MaterialBitumen emulsion @ 0.75 kg per sqm tonne 2.700 32000.00

Cost for 3500 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/3500

4.02 5.02 Tack Coat

Unit = sqmTaking output = 3500 sqma) Labour

Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials referred to in clause No. 502.4.3.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Mate day 4.000 200.00

b) Machinery

Mechanical broom @ 1250 sqm per hour hour 2.800 276.00

Emulsion pressure distributor @ 1750 sqm per hour hour 4.000 795.00

c) MaterialBitumen emulsion @ 0.2 kg per sqm tonne 0.960 25000.00

4.03 Bituminous Macadam

Unit = cumTaking output = 205 cum (450 tonnes)a) Labour

1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the Engineer after preliminary trials referred to in clause No. 503.4.3

2. An output of 3500 sqm has been considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day.

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Mate day 0.840 200.00

day 16.000 150.00 Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Skilled mazdoor for checking line & levels day 5.000 175.00

b) Machineryhour 6.000 16600.00 Batch mix HMP 100-120 TPH @ 75 tonne per hour actual

output

Mechanical broom hydraulic @ 1250 sqm per hour hour 2.200 276.00

hour 6.000 2070.00

Generator 250 KVA hour 6.000 562.00

Paver finisher hydrostatic with sensor control @ 75 cum per hour

Front end loader 1 cum bucket capacity hour 6.000 624.00

Tipper 10 tonne capacity tonne.km 7200.000 3.50

hour 6.00x0.65* 386.00

Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65* 922.00

Smooth wheeled roller 8-10 tonnes for initial break down rolling.

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65* 922.00

c) Materiali) Bitumen@ 3.3 per cent of mix tonne 14.850 34178.00

weight of mix = 205 x 2.2 = 450 tonneii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 14.85 tonnes

Weight of aggregate = 450 -14.85 = 435.15 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 290.1 cum*Grading I ( 40 mm nominal size )

37.5 - 25 mm 15 per cent cum 43.510 361.00

25 - 10 mm 45 per cent cum 130.550 401.00

10 - 5 mm 25 per cent cum 72.530 401.00

5 mm and below15 per cent cum 43.510 401.00

orGradingII(19 mm nominal size)

25 - 10 mm 40 per cent cum 116.040 401.00

10 - 5 mm 40 per cent cum 116.040 401.00

5 mm and below 20 per cent cum 58.020 401.00

for Grading I ( 40 mm nominal size )

Cost for 205 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/205 (For Grading I)

say for GradingII(19 mm nominal size)

Cost for 205 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/205 (For Grading-II)

* Any one of the alternative may be adopted as per approved design

4.04 5.03 Dense Graded Bituminous Macadam

Mate day 0.840 200.00

*1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65.

2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula.

3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor.

4. In case BM is laid over freshly laid tack coat, provision of Mechanical broom and 2 mazdoors for the same shall be deleted as the same has been included in the cost of tack coat.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

day 16.000 175.00

b) Machinery

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Batch mix HMP @ 75 tonne per hour hour 6.000 16600.00

hour 6.000 2070.00 Paver finisher hydrostatic with sensor control @ 75 cum per hour

smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 386.00

c) Materials Bitumen @ 4.25 per cent of weight of mix tonne 19.130 34178.00

AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 19.13 tonnesWeight of aggregate = 450 -19.13 = 430.87 tonnes

Taking density of aggregate = 1.5 ton/cumVolume of aggregate = 287.25 cumGrading - I40 mm (Nominal Size)

37.5 - 25 mm 22 per cent cum 63.190 401.00

25 - 10 mm 13 per cent cum 37.340 401.00

10 -4.75 mm 19 per cent cum 54.580 401.00

4.75 mm and below 44 per cent cum 126.390 401.00

Filler @ 2 per cent of weight of aggregates. tonne 8.620 401.00

orGrading - II19 mm (Nominal Size)

25 - 10 mm 30 per cent cum 86.160 401.00

10 - 5 mm 28 per cent cum 80.430 401.00

For Grading I ( 40 mm nominal size )

say For GradingII(19 mm nominal size)

* Any one of the alternative may be adopted as per approved design

4.05 5.04 Bituminous Concrete

Mate day 0.840 200.00

*1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula.

3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor.4. In case DBM is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat.5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

day 16.000 175.00

b) Machinery

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Batch mix HMP @ 120 tonne per hour hour 6.000 16600.00

hour 6.000 2070.00 Paver finisher hydrostatic with sensor control @ 75 cum per hour

hour 6.00x0.65* 386.00

c) Materiali) Bitumen@ 5 per cent of weight of mix tonne 22.500 38899.00

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 22.5 tonnesWeight of aggregate = 450 -22.50 = 427.50 tonnes

Taking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cum* Grading - I-19 mm (Nominal Size)

20 - 10 mm 35 per cent cum 99.750 401.00

10 - 5 mm 23 per cent cum 65.550 401.00

orGrading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent cum 85.500 401.00

10 - 5 mm 25 per cent cum 71.250 401.00

5 mm and below43 per cent cum 122.550 401.00

for Grading-I ( 13 mm nominal size )

*Any one of the alternative may be adopted as per approved design

sayfor Grading-II(10 mm nominal size)

say4.07 Semi-Dense Bituminous Concrete

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects

Mate day 0.840 200.00

day 16.000 175.00 Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

b) MachineryBatch mix HMP @ 120 tonne per hour hour 6.000 16600.00

hour 6.000 2070.00

Paver finisher hydrostatic with sensor control @ 75 cum per hour

hour 6.00x0.65* 386.00

Finish rolling with 6-8 tonnes smooth wheeled tandem roller hour 6.00x0.65* 922.00

c) Material* Grading I: 13 mm (Nominal Size)

i) Bitumen@ 4.5 per cent of weight of mix tonne 20.250 34178.00

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 20.25 tonnes

Weight of aggregate = 450-20.25 = 429.75 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 286.5 cum

13.2 - 10 mm20 per cent cum 57.300 401.00

10 - 5 mm 38 per cent cum 108.870 401.00

orGrading II: 10 mm (Nominal Size)

Bitumen@5 per cent of weight of mix tonne 22.500 34178.00

weight of mix = 450 tonne Aggregate

Total weight of mix = 450 tonnesWeight of bitumen = 22.5 tonnesWeight of aggregate = 450 -22.50 = 427.50 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cum

9.5 - 4.75 mm@ 57 per cent cum 162.450 401.00

4.75 and below@ 41 per cent cum 116.850 401.00

for Grading I ( 13 mm nominal size )

say for GradingII(10 mm nominal size)

sayper sqm rate of 25 mm

*Any one of the alternative may be adopted as per approved design

4.08 5.06

Close Graded Premix Surfacing/Mixed Seal Surfacing

Unit = sqmTaking output = 10250 sqm (205 cum)a) Labour

Mate day 0.840 200.00

Mazdoor working with HMP, road sweeper, paver and roller day 16.000 200.00

Providing and laying Mix seal Surface using penetration grade 60/70 Bitumen as per Tech Spec. clause 512.

Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.

b) Machineryi) HMP of appropicate capacity. hour 6.000 8580.00

ii) Electric Generator Set 250 KVA hour 6.000 804.00

iii) Front end loader 1 cum bucket capacity hour 6.000 624.00

iv) Tipper 10 tonne capacity tonne.km 6750.000 3.50

v) Paver finisher hydrostatic with sensor attachment hour 6.000 786.00

iv) Smooth wheeled8-10 tonnes weight hour 6.000 386.00

c) MaterialType - A

* Bitumen@ 22 kg per 10 sqm tonne 22.500 34178.00

cum 276.750 401.00

orType - B

Bitumen @ 19 kg per 10 sqm tonne 19.480 34178.00

cum 276.750 401.00

Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqm

Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm

d) Overhead charges @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$333 on (a+b+c)

e) Contractor's profit @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$334 on (a+b+c+d)

say* Any one of the alternative may be adopted

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'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3372.00

3744.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

25200.00

2520.00

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

wep%204/

working

1505.40

3595.80

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3595.80

653825.14

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

25339.19

14973.34

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

21886.58

50682.39

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3456.62

34550.16

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

32252.43

46074.90

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3456.62

929434.26 4766.33 4766.00

929430.25 4766.31 4766.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

2800.00

750.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

99600.00

12420.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3372.00

3744.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

18000.00

1800.00

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

wep%204/

working

1505.40

3595.80

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3595.80

875227.50

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

39999.75

26285.55

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

45714.00

31032.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

34285.50

28571.25

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

49142.55

31032.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

###6123.61 6124.00

168.00

2800.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

750.00

99600.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

12420.00

3372.00

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

15750.00

1575.00

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

wep%204/

working

1505.40

3595.80

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

3595.80

692104.50

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

22977.30

43656.87

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

45954.60

2302.90

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

65142.45

46856.85

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

2302.90

955872.17 4901.91 4902.00

###5293.25 5293.00

123.00 132 123

'file:///j:/highway

ways/karnatak

a/highway

s/kshipii/

wep%204/

working%20boq/

gdcl%20infra

168.00

3200.00

'file:///c:/

documents

%20and%20setti

ngs/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$a$123

'file:///c:/

documents

%20and%20setti

875.00

51480.00

4824.00

'file:///c:/

documents

%20and%20setti

'file:///c:/

documents

%20and%20setti

'file:///c:/

documents

%20and%20setti

3744.00

23625.00

2362.50

'file:///c:/

documents

%20and%20setti

Lead ='file:///c:/docume

nts%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$in

put.$c$339 km &

'file:///c:/docume

nts%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$in

put.$a$71

4716.00

2316.00

769005.00

'file:///c:/

documents

%20and%20setti

'file:///c:/

documents

%20and%20setti

'file:///c:/

documents

%20and%20setti

110976.75

665787.44

110976.75

977292.25 95.35

'file:///c:/

documents

%20and%20setti

'file:///c:/

documents

%20and%20setti

'file:///c:/

documents

%20and%20setti

BILLNO.6 -CULVERTS6.01 Excavation for Structures

A Ordinary soil

Mechanical Means (Depth upto 3 m)Unit = cumTaking output = 300 cuma) Labour

Mate day 5.000

Mazdoor day 8.000

b) Machinery

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, o the extent required and utilising the remaining earth locally for road work.

Hydraulic excavator 1.0 cum bucket capacity hour 8.000

Cost for 300 cum = a+b+c+dRate per cum = (a+b+c+d)/300

6.01B ORDINARY ROCK

Mate day 4.000

Mazdoor day 8.000

b) Machinery

6.02 BACKFILLING BEHIND ABUTMENTS WING WALLAS PER SPEC 305UNIT CUM

6.03Unit = cumTaking output = 1 cuma) Material

1.Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per site conditions.

2.In case of rock, foundation beyond3 m is not dug and hence not included.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Graded stone aggregate of required size cum 1.20

Mazdoor * day 1.00

Rate per cum = (a+b+c+d)

6.04pcc M15 grade flooring/leveling foundation course

Form work SQM 1unit cum

6.05 PCC/RCC M-20 CLAUS 1500,1700a unit cum SQM 2.5

Form workb RCC M 30 CUM 1

Form work SQM 2.5Providing and laying rcc in super structures

6.06 a pcc/rcc M 25UNIT CUM SQM 2.5FORM WORK

b) RCC M30 cum 1Form work SQM 3.5

6.07 HYSD/TMT SPEC 1600REF DIRECT ITEM

6.08Unit = Running meterTaking output = 12 m 0r 3. sqma) LabourFor carrying, placing & fixing.

Mate day 0.008

Mazdoor day 0.10

Includes Mazdoor required for trimming of slope to proper profile and preparation of bed.

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

b) Materialsqm 3.00

Area = 12 x 0.25 = 3 sqm

Cost for 12 m = (a+b+c+d)Rate per m = (a+b+c+d)/12

6.09 providing fixing tar paper bearing

Mazdoor day 0.1material

bitumen laminated kraft paper sqm 1

cost per sqm

6.10refer direct used items

6.11refer dir items

6.12 p/l jioning rcc NP4 PIPES

20 mm thick compressible fibre board 12 m long x 25 cm deep.

Providing and fixing galvanized drainage spouts complete as per drawing and

approach slab M25 inlcudes reinforcement jiont filler joint

a) np4 900 mm dia

rate per run m rmlayining by crain required capacity hours 0.5joining by mortater

cost per rm

b) np4 1000 mm dia

cost per rm

c) np41200 mm dia

cost per rm

6.13 unit =no

Mazdoor 0.2 175.00 cost of pipe rmtcost per no

unit mts5.09 Asphaltic Plug joint

Unit = Running meterTaking output = 12 m a) Labour

Providing and fixing PVC pipe of 100mm dia. for weep holes in abutment,

Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.

Mate day 0.052

Mazdoor day 1.00

b) MaterialCrushed stone aggregate 12.5 mm nominal size cum 0.75

Polymer modified bitumen kg 77.50

kg 113.00

c) Machinery

Galvanised structural steel plate 200 mm wide,6 mm thick, 12 m long (2.4 sqm) @ 47.10 kg/sqm including 5 per cent wastage

Add 1 per cent for welding and foam caulking/backer rod and other incidentals.

Mastic cooker 1 tonne capacity hour 1.00

Smooth 3-wheeled steel roller 8-10 capacity hour 0.50

Cost for 12 m asphalt plug joint = (a+b+c+d+e)Rate per m = (a+b+c+d+e)/12

A Boulder Laid Dry Without Wire Crates.Unit = cumTaking output = 1 cuma) Material

Stone cum 1.00

Stone Spalls cum 0.20

b) Labour

The nominal size of aggregates shall be 12.5 mm for depth of joint upto 75 mm and 20 mm for joints of depth more than 75 mm.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Mate day 0.04

Mason day 0.35

Mazdoor * day 0.75

* Including excavation for trimming for preparation of bed.Note

6.15Unit = norate for this is lum sum

6.16unit +nolumsum

Nominal excavation required for preparation of bed has been taken into account while making provision for labour.

Providing and fixing Marker Post for buried culvert as per drawing, IRC:7-1971 and directions of the Engineer including painting the necessary details with synthetic enamel as per directions of the Engineer.

Painting of culvert no. and span arrangement as per Technical Specification section 800.

Mate day 0.01 Painter day 0.25 Mazdoor (Skilled) day 0.25

b) MaterialLitres 5.00

Cost for 10 sqm (a+b+c+d)Rate per sqm (a+b+c+d)/10

Mate day 0.01

Painting with water proof cement paint of approved band and shade in two coat on all exposed surfaces, including cost of materials, labour complete as per specification.

Water based paint of approved quality for cement concrete surface

Painting with two coats of new concrete surface after filling the surface with Synthetic enamel paint in all shades on new plastered concrete surface

Painter day 0.25

b) MaterialLitres 5.00

Cost for 10 sqm (a+b+c+d)Rate per sqm (a+b+c+d)/10

6.19 providing laying rcc np 3 pipesa) dia m 900 mm

refer to

synthetic enamel paint in all shades on new plastered concrete surface

6.21Unit = cumTaking output = 1 cuma) Labour

Mate day 0.01

Mazdoor day 0.30

b) MaterialSand (assuming 20 per cent voids) cum 1.20

Rate per cum = a+b+c+d

Filling in foundation with sand and granite boulders of 100 to 150mm size in foundation including watering, tamping with all leads and lifts, etc., complete as per technical specifications.

FORM WORK SQM 1RATE PER CUM

5.14FILTER MATERIAL UNDERNEATH STONE PITHCING

Unit = cumTaking output = 1 cuma) Material

Mazdoor * day 1.00

UNIT =CUM5.15 STONE PITCHING 300 MM THICK ON SLOPES

Stone/BoulderUnit = cumTaking output = 1 cuma) Material

Stone weighing not less than 40kg cum 1.00

Stone spalls of minimum 25 mm size cum 0.20

b) Labour

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Mate day 0.04

Mason day 0.35

Mazdoor day 0.75

5.15 B Boulder Apron Laid in Wire Crates

Unit = cumTaking output = 3 mx1.5mx1.25m = 5.63 cuma) Material

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

sqm 22.00

Stone cum 5.63

4mm GI wire crates woven in mesh size of 100 mm x 100 mm.

Mazdoor day *3.00

Cost for 5.63 cum = a+b+c+dRate per cum = (a+b+c+d)/5.63

Including excavation for trimming for preparation of bed.

5.16 WEEP HOLESFIXING LOBER

UNIT = NOS

5.17 WEARING COAT 65 MM 50MM BC 0.0515 MM MASTIC ASHALT 0.8

UNIT -SQMT

Readymade woven wire crate rolls have been considered in the rate analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI wire may be added

200.00 1000.00

150.00 1200.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$124

1250.00 10000.00

12200.00 40.67

say 41.00

%20division/state

%20highways/

%204/working%20boq/

200.00 800.00

150.00 1200.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$124

1250.00 15000.00

17000.00 78.70

say 82.95

677.00 35

712.00

%20division/state

%20highways/

%204/working%20boq/

677.00 812.40

200.00 10.00

%20division/state

%20highways/

%204/working%20boq/

$a$145

%20division/state

%20highways/

%204/working%20boq/

$a$123

175.00 43.75

150.00 150.00

1016.15 say 1016.00

%20division/state

%20highways/

%204/working%20boq/

$a$126

%20division/state

%20highways/

%204/working%20boq/

$a$124

2396250 250

26462467

250 6253092

2,628.00 2,628.00 250 625.00

3,253.00 2535

250 625

31602,628.00 2,628.00

250 8753,503.00

200.00 1.60

175.00 17.50

150.00 15.00

454.00 1362.00

1396.10 465.37

say 465.00

175 17.5

30 3047.5

3,100.00 241 120.5

503,271.00

3,560.00 241 120.5

503,731.00

4,820.00 241 120.5

504,991.00

155.0035.00

190.00 95

200.00 10.40

175.00 175.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$124

175.00 52.50

401.00 300.75

%20division/state

%20highways/

%204/working%20boq/

$a$126

%20division/state

%20highways/

%204/working%20boq/

$a$186

38.90 3014.67

38.00 4294.00

%20division/state

%20highways/

%204/working%20boq/

$a$213/ 1000

%20division/state

%20highways/

%204/working%20boq/

$a$238

50.00 50.00

386.00 193.00

8168.80 680.73

say 681.00

%20division/state

%20highways/

%204/working%20boq/

%20division/state

%20highways/

%204/working%20boq/

235.00 235.00

185.00 37.00

%20division/state

%20highways/

%204/working%20boq/

$a$136

%20division/state

%20highways/

%204/working%20boq/

$a$141

200.00 8.00

300.00 105.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$122

150.00 112.50

497.50 say 498.00

1250.00 50.00

1300.00

450.00

%20division/state

%20highways/

%204/working%20boq/

$a$124

200.00 2.00 300.00 75.00 175.00 43.75

40.00 200.00

320.75 32.08

say 32.00

200.00 2.00 'file:///c:/documents

300.00 75.00

150.00 37.50

145.00 725.00

839.50 83.95

say 84.00

200.00 2.00

175.00 52.50

535.00 642.00

696.50 say 697.00

250 250

361.00 433.20

200.00 10.00

%20division/state

%20highways/

%204/working%20boq/

$a$145

%20division/state

%20highways/

%204/working%20boq/

$a$123

175.00 43.75

150.00 150.00

636.95 say 637.00

%20division/state

%20highways/

%204/working%20boq/

$a$126

%20division/state

%20highways/

%204/working%20boq/

$a$124

235.00 235.00

361.00 72.20

%20division/state

%20highways/

%204/working%20boq/

$a$136

%20division/state

%20highways/

%204/working%20boq/

$a$141

200.00 8.00

300.00 105.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$122

150.00 112.50

532.70 say 533.00

%20division/state

%20highways/

%204/working%20boq/

$a$124

95.00 2090.00

235.00 1323.05

%20division/state

%20highways/

%204/working%20boq/

$a$237

%20division/state

%20highways/

%204/working%20boq/

$a$136

361.00 407.93

200.00 36.00

%20division/state

%20highways/

%204/working%20boq/

$a$141

%20division/state

%20highways/

%204/working%20boq/

$a$123

175.00 262.50

150.00 450.0

4569.48 811.63

say 812.00

%20division/state

%20highways/

%204/working%20boq/

$a$126

%20division/state

%20highways/

%204/working%20boq/

$a$124

155.0015

170.00

6124 306342 273.6

BRIDGES BILL NO 7

Excavation for Structures

7.01a) Ordinary soil

Unit = cumDepth 3 m to 6 mUnit = cumTaking output = 210 cuma) Labour

Mate day 4.00

Mazdoor day 8.00

b) Machinery

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

tipper 5 cum hours 8.00

7.01 b) ordinary rock(not requiring blasting)refer item 5.01 b

cost per cum

7.01 c Hard Rock ( requiring blasting )Manual MeansUnit = cumTaking output = 10 cuma) Labour

Cost of dewatering upto 7.5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..

Mate day 2.00

Driller day 4.00

Blaster day 3.00

Mazdoor day 8.00

b) Machinery

Air Compressor 250 cfm with 2 jack hammer for drilling. hour 1.00

c) MaterialBlasting Material kg 3.50

Detonator electric each 14.00

7.02 REFER BACK FILLING ABUTMENTSPER CUM RATERate per cum

7.03 REFER FILTER MEDIAper cum rate

7.04 REFER 6.05 a M 15 LEVELING COURSEPER CUM form work sqm 1

Cost of dewatering @ 10 per cent of (a+b) may be added, where required Assessment for dewatering shall be made as per site conditions.

1. Cost of dewatering upto10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per site conditions.

2.In case of rock, foundation beyond3 m is not dug and hence not included.

7.05UNIT CUM

DIRECT c M30FORM WORK RATE sqm 3

PER CUM RATE

REF DIRE a M 25form work sqm 3

cost per cum

b M 30FORM WORK

COST PER CUM

c) Super structure M35UNIT CUMM35FORMWORK RATE sqm 3.5PER CUM RATE

7.08 DIRECT REFER HYSD/ STEEL FOUNDATION ,

RATE MTS

7.1 TAR PAPER BEARINGPER SQM

7.11 a providing and fixing 20 mm compressible fiber boardrefer item rate per sqm

b providing ashalt pluge jiont

c compression seal joint

7.12 rate per sqm

7.13 DRAINAGE SPOUT

Providing and laying cement concrete / reinforced cement concrete for foundation and sub-structure excluding cost of reinforcement with all leads and lifts as per drawing and Technical Specification section 1500, 1700 2100, 2200 & 2300. and as directed by Engineer

Providing and laying reinforced cement concrete in superstructure complete etc.. excluding reinforcement as per drawing and Technical Specification section 1500, 1700 2100, 2200 & 2300.

providing filling joint sealing compound with coarse sand with 6% weight

UNIT NOS

FIXING

comcrete cum 0.264laying machinary cost per rm rm 1curing compound ltr 0.3Rate per rm

7.15refer direct item concrete rate M 30 CUM

FORM WORK REINFORCEMENT IN KGS KGS 80BITUMEN FILLER LM

7.16 P/F PVC 100 MM WEEP HOLES NO UNIT PER NORATE

7.17 P/F PVC 150 MM UTILITY DUCTS IN FOOTPATHSRATE PER LM LM

7.18 BRIDGE SPAN ARRAGEMENTRATE PER NO LUM SUM

7.19RATE FROM BC 50 MM sqm 0.05MASTIC ASPHALT RATE 6 MM sqm 1tact coat sqm 1COST PER SQM

7.20Unit = cumTaking output = 3 mx1.5mx1.25m = 5.63 cuma) Material

Providing, laying and erecting cement concrete grade M-40 in Crash Barrier excluding the cost of reinforcement complete as per drawing and Technical Specification clause 809 and sections 1500,1600 and 1700.

Providing & laying reinforced cement concrete (grade M-30) in approach slab including reinforcement & bituminous joint filler between approach slab & dirt wall complete as per drawing and Technical Specification section 1500,1600, 1700 & 2704.

Providing Wearing Coat (56mm) consisting of 50mm thick Asphaltic concrete and 6mm thick Mastic Asphalt including prime coat as per Tech. Spec. Cl.2700

Construction Gabion wall (mattress) with segments of wire crates as per Tech Spec Cl. 2503

4mm GI wire crates woven in mesh size of 100 mm x 100 mm. sqm 3.75

Stone cum 5.63

Mazdoor day *3.00

Cost for 5.63 cum = a+b+c+dRate per cum = (a+b+c+d)/5.63

7.21Taking output = 5 x 2 x 0.17 a) Labour

Mate day 0.14

Construction of Gabion mattress 170 mm thick as per Tech Spec. 2503

Mazdoor day 2.50

b) Materialsqm 20.00

Stone boulders with least dimension of 200 mm cum 3.40

Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size to cover 6.00 cum.

Stone spalls of minimum size 25 mm cum 0.60

Cost for 6.00 cum (a+b+c+d)Rate per cum (a+b+c+d)/6.00

7.22Unit = cumTaking output = 5 x 2 x 0.23 x 2 Nos. = 6.00 cuma) Labour

Mate day 0.14

Mazdoor day 2.50

Construction of Gabion mattress 230 mm thick as per Tech Spec. 2503

b) Materialsqm 20.00

Stone boulders with least dimension of 200 mm cum 4.60

Stone spalls of minimum size 25 mm cum 1.00

Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size to cover 6.00 cum.

Cost for 6.00 cum (a+b+c+d)Rate per cum (a+b+c+d)/6.00

RATE PER SQM SQM 1no 0.1

total cast

7.24REFER 6.17 RATE PER QSM SQM

7.256.18 RATE PER SQM SQM

7.26RATE PER LM per 100 rm LMEMBK cum 500SUBGRADE cum 650GSB cum 120WMM cum 135MSS sqm 700SIGHBOARDS limsum 4STRUCTURE lumsum 1rate per rm /100

Providing Geotextile over filter material as per specification

Painting with water proof cement paint of approved band and shade in two coat on all exposed surfaces, including cost of materials, labour complete as per specification.

Painting with two coats of new concrete surface after filling the surface with Synthetic enamel paint in all shades on new plastered concrete surface

Provide and maintain temporary diversion of road at site of bridge reconstruction location including structure if needed and dismantling after completion as per Tech. Spec. 112 and as directed by Engineer.

Granite Stone masonry work in (1:3) CM in substructure complete excluding pointing and plastering as per drawing & Technical Specification Section 1400.

Stone cum 5.50

Through and bond stone each 35.00

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) cum 1.55

b) Labour Mate day 0.62

Mason day 6.00

Mazdoor day 9.00

Cost for 5 cum = a+b+c+dRate per cum (a+b+c+d)/5

7.29Unit = 10 sqmTaking output = 10 sqma) Material

Cement mortar 1:3 (Rate as in Item 12.6 ) cum 0.06

b) Labour

Pointing with cement mortar (1:3 ) on STONE work in substructure as per Technical Specifications

Mate day 0.04

Mason day 0.50

Mazdoor day 0.50

Rate per 10 sqm (a+b+c+d)

Rate per sqm

7.30Unit = 10 sqmTaking output = 10 sqma) Material

The labour already considered in cement mortar has been taken into account while proposing labour for masonry works.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Cement mortar 1:3 (Rate as in Item 12.6) cum 0.144

Mason day 0.50

Mazdoor day 0.50

Rate per 10 sqm (a+b+c+d)

scaffolding 5% on material and louberRate per sqm1.Scaffolding is already included in item no. 13.1

7.31Stone/BoulderUnit = cumTaking output = 1 cuma) Material

Stone weighing not less than 40kg cum 1.00

Stone spalls of minimum 25 mm size cum 0.20

2.The number of masons and Mazdoors already catered in the cement mortar have been taken into account while providing these categories in brick masonry, pointing and plastering.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Mason day 0.35

Mazdoor day 0.75

b) Labour

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Mate day 0.05

Mazdoor * day 1.00

7.33Unit = sqm

Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

Taking output = 10 sqm.a) Labour

Mate day 0.02

Mazdoor day 0.30

b) Materialsqm 11.00 Permeable synthetic geotextile including 5 per cent for overlap

and wastage

Cost for 10 sqm = a+b+c+dRate per sqm = (a+b+c+d)/10

7.34 Eproxy bonding of new concrete to old concreteUnit = sqmTaking output = 10 sqma) Material

kg 8.00

Add 3 per cent of (a ) above for wastage.b) Labour

Mate day 0.04

Epoxy resin with pot life not less than 60-90 minutes and satisfying testing as per clause 2803.9

Mazdoor day 0.50

Cost for 10 sqm = a+b+c+dRate per sqm = (a+b+c+d)/10

7.35 Repair of RCC Railing

Unit = Running meter.Taking output = 10 M.It is assumed that damage is to the extent of 10 per cent .a) Material

cum 0.10

tonne 0.03

b) Labour*

Carrying out repair of RCC M30 railing to bring it to the original shape.

M-30 grade cement concrete excluding OH & CP (Rate as per items 14.1 C (i)

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP)

Mate day 2.000

mazdoor day 2.00

Cost for 10 m = a+b+c+dRate per m = (a+b+c+d)/10

Repair of Steel Railing

7.37 REFER 6.21

For dismantling and trimming the surface to a regular shape and removal of damaged material.

c) Overhead charges @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$336 on (b)

d) Contractor's profit @ 'file:///c:/documents%20and%20settings/abreddy/desktop/standard_data_book__road___bridge_.xls'#$input.$c$337 on (b+c)

Providing and laying filter media below stone pitching as per drawing and Technical Specification clauses 309 and 2504.

200.00 800.00

175.00 1400.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$124

1250.00 15000.00

17200.00 81.90

say 82.00

%20division/state

%20highways/

%204/working%20boq/

200.00 400.00

250.00 1000.00

%20division/state

%20highways/

%204/working%20boq/

$a$123

%20division/state

%20highways/

%204/working%20boq/

$a$117

250.00 750.00

175.00 1400.00

%20division/state

%20highways/

%204/working%20boq/

$a$114

%20division/state

%20highways/

%204/working%20boq/

$a$124

257.00 257.00

35.00 122.50

%20division/state

%20highways/

%204/working%20boq/

%20division/state

%20highways/

%204/working%20boq/

$a$239

42.00 588.00

4517.50 451.75

say 452.00

712.00

2396250 250

%20division/state

%20highways/

%204/working%20boq/

%20&%20bridge).xls'#$input.$a$229/100

2,628.00 250 750

3,378.00

250 750

2,628.00 250 750

3,378.00

2,856.00 250 875

3,731.00

551250

2,905.00 766.92 90 90.00 35 10.5

867.00

335.00

6124 306.2200 200

9 9515

883.00 3311.25

300.00 1689.00

400.00 452.00

200.00 36.00

175.00 262.50

150.00 450.0

6200.75 1101.38

say 1101.00

200.00 28.00

150.00 375.00

175.00 175.00

387.00 7740.00

300.00 1020.00

401.00 240.60

9578.60 478.93

say 479.00

200.00 28.00

150.00 375.00

175.00 175.00

405.00 8100.00

quotations300.00 1380.00

401.00 401.00

10459.00 522.95

say 523.00

65 65150 15

176 88000186 120900677 81240785 105975

95 66500500 2000

100000 1000005646

550.00 3025.00

20.00 700.00

2541.00 3938.55

200.00 124.00

300.00 1800.00

150.00 1350.00

10937.55 2187.51

say 2188.00

2541.00 152.46

200.00 8.00

300.00 150.00

150.00 75.00

385.46 say 385.00

2541.00 365.90

200.00 8.00

300.00 150.00

150.00 75.00

598.90 say 599.00

629.00 63.00

300.00 300.00

400.00 80.00

200.00 8.00

350.00 122.50

150.00 112.50

623.00 say 623.00

401.00 481.20

200.00 10.00

175.00 43.75

150.00 150.00

684.95 say 685.00

200.00 4.00

150.00 45.00

175.00 17.50

55.00 605.00

671.50 67.15

say 67.00

950.00 7600.00

228.00

200.00 8.00

175.00 87.50

150.00 75.00

7998.50 799.85

say 800.00

2628.00 262.80

45393.00 1134.83

200.00 400.00

150.00 300.00

2097.63 209.76

say 210.00

BILL NO 8 DRAINAGE AND PROTECTION WORKS

8.01Turfing Lawns with Fine Grassing including Ploughing, Dressing

Unit = sqmTaking output = 100 sqma) Labour

Mate day

Mazdoor for preparation of ground day

b) MachineryWater tanker6 KL capacity hour

Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm

Mali for fetching doobs grass roots hedges and grassing at 10 cm apart

Tractor with tiller hour

c) MaterialSupply of farm yard manure at site of work @ 0.6 cum per 100 sqm cum

Fine grass sqm

8.02 Metal Beam Crash BarrierType - A, "W" : Metal Beam Crash Barrier

Unit = Running metre

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Taking output = 4.5 metre lengtha) Labour

Mate day

Blacksmith day

Mazdoor day

b) Machinery

Tractor-trolley hour

c) MaterialCONCRETE FOR FOUNDATIONS CUMw beam rate per rm rm

RATE m15

Construction of lined drains and footpath, Toe walls as per drawings

Cement Concrete grade M15 including form work for levelling coarse as per Tech Spec. 1500 & 1700.

form work sqm

total cost per cum

b rate from direct item M 20 CUMFORM WORK SQM

COST PER CUM

KERB TYPE II WITH M 30 machinar hire LMcuring compound ltr

DCONCRETE RATE CUM CUMFORM WORK SQM

COST PER CUKM

eFROM DIRECT ITEM TMT

f RATE PER NOCOST PER NO

gProviding and fixing 50 mm dia PVC pipes as per drawing

RATE PER LM LM

h hrate from market sqmrate for sand 50 mm thik sqmlaying cost sqm

Cement Concrete grade M20 including form work for sub-structure as per Tech Spec. 1500 & 1700.

Providing, casting and fixing in position Kerb Type II with cement concrete M30 grade per Tech Spec. 408, 1500 & 1700.

Providing, casting and fixing in position RCC cover slab with cement concrete M25 grade per Tech Spec. 1500 & 1700. (excluding reinforcement)

TMT steel reinforcement bars complete as per bending schedule drawings Tech Spec. 1600, 1800 & 2300.

Providing and fixing in position MS gratings of size 1500 x 300 mm made out of MS Flats 25 x 80 mm as per drawing.

Providing and laying in position interlocking paver blocks 75 mm thick using cement and coarse sand for manufacturing of blocks of approved size, shape and colour with a minimum compressive strength of 281 kgs/sqm over 50 mm thick sand bed and compacting with plate vibrator having 3 ton compacting coarse.

irate from direct cumform work sqm

cost per cum

jrate from quotation lm lm

Cement Concrete grade M20 including form work for sub-structure as per Tech Spec. 1500 & 1700.

Providing and fixing 150 mm dia PVC pipes as per drawing

0.250 200.00 50.00

1.000 150.00 150.00

1.500 150.00 225.00

0.500 250.00 125.00

0.010 302.00 3.02

0.600 400.00 240.00

100.000 100.00 10000.00

10793.02 107.93

say 108.00

200.00 12.00

250.00 125.00

150.00 150.00

280.00 28.00

0.073 2396 174.9084.500 1300 5850

1409.00

1.5 250 375

24676 250 1500

0.0265 2,628.00 69.64 1 40 40.00

0.3 58.00 17.40 127.00

25353 250 750

1 380 3800.05 535 26.75

1 50 50457

24674 250 1000

3467.00

335.00

QUOTATION FROM Z-TECH INDIA

BILL NO 9 TRAFFIC SIGNS MARKINGS AND OTHER APPURTENCES

9.01FOUNDATION FOR KERB M15 CUM FORM WORK SQM 1

COST PER CUM

9.02RATE M 30

LM 0.038MACHINARY HIRE 1CURING COMPOUND SQM 0.35

A Mandatory/Regulatory Traffic Signs Type IIII Octagonal 900x 900 mm No.

II Circular 600 dia No.

Providing and laying plain cement concrete ( M-15 grade ) in foundations for Kerb complete as per drawing and Technical Specification clauses 408 sections 1500, 1700 and 400

Providing and laying plain cement concrete Kerb (M-30 Grade) complete as per drawing.

Supplying and fixing sign boards including the cost of posts, fixtures, foundation, fitting and fixing. Sheeting will be made of encapsulated lens type of Retro-reflective type and messages/ borders will be screen printed complete as per Technical Specification clause 801 and as directed by Engineer.

(a) Informatory Signs, Facility Signs, Direction Signs, Advance Direction/ Destination Signs, Route Marker Signs etc. Type III

Cautionary warning signs (Triangular 900 sides) Type III

Chevrons No.

Object Marker No.

quotation from automark

ii No.

quotations from automark 2.2

iii Stop Line Major/Minor Junctions No. 1.3

iv Stop Letters No. 2

v Diagonal/Chevron Marking No. 5.5

a Hectometre stone (Granite stone) No.

Providing and laying pavement marking with hot applied thermoplastic paints conforming to ASTM D-36/ BS 3262 (Part-I) complete as per drawing and Technical Specification clause 803

Lane/ centreline / edge marking / transverse and any other marking.

Directional arrows, lettering etc. as per drawing and Tech. Spec. Cl. 803.

Providing and Fixing single granite stone with all exposed faces three line dressing , of Standard dimension/size as per IRC:8-1980 and IRC:26, excavation and fixing in position in M15 concrete, curing, painting and printing letters, etc. complete including the cost of all materials, labour, loading, unloading, lead ,lift, transporting etc., complete

b Ordinary kilometre Stone (Granite stone) No.

c 5th kilometre Stone (Granite stone) No. 10

i For Curves-Type1 No. m15 0.10m20 0.02paint area 0.44reflective sheet 1steel kgs 5

ii For Culverts/bridges-Type2 No.

9.07 No.

Providing and fixing Road Delineators complete as per drawing and Technical Specification clause 805 and direction of the Engineer

Providing and erecting R. C. boundary stone/ pillars including cost of reinforcement and two coats of painting with ready mix oil bound paint complete as per drawing and Technical Specification clause 806.

cost of pipe np3 of 450 mm rm 1e.w .e cum 0.5granular material cum 0.5head walls cum 1.35marker post no 1total cost

granular filling no 7.5concrete M15 CU,M 3.71PLASTERING SQM 38ROAD PAITING SQM 17PAITING KERB SQM 3.375

Providing and laying of a reinforced cement concrete NP-3 pipe duct , 450mm dia across the road, extending from drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as pre IRC:98-1997, bedded on a 0.3m thick layer of granular material free of rock pieces, outer to outer distance of pipeat least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt as pre approved drawings including Marker Post, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.

Supplying and fixing of Road Studs (Raised Pavement Markers) Conforming to ASTM D4280 type "H" in position as indicated in the drawings or as directed by Engineer as per Technical Specification clause 812.

Provide Bus bays as per drawing no. U\T\05 including lane/ line marking and painting

Providing passenger shelter in Bus Bays as per drawing U\T\06 and Technical Specification and as per direction of Engineer.

9.14 Nos.

9.15 No.

m15 cum 0.125

m20 cum 0.036

pait sqm 0.5

steel kg 5

(Item No. 9.16 , Not Used)

9.17 Lm

i Road Humps

Providing and laying Island fill/Median Fill with available earth materials complete as per Technical Specification clause 407.

Providing and Fixing of Relective Median Marker, Made up of high impact black material, fulfilling the requirement of 60 Kg-f Impact Strength as per ASTM D-256. The retro-reflective sheeting used in the Median marker shall conform to ASTM D4956 Type XI specifications. The coefficient of retro reflective shall be in accordance with ASTM E-810. The installation of the Median Marker shall be done by a combination of epoxy adhesive and mechanical anchoring including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.

Providing and fixing guard post as per drawing and Technical Specification and as directed by Engineer.

Providing and Fixing Median Barrier as per drawing and Technical Specification and as directed by Engineer

Providing and Constructing traffic calming measures as per drawing and Technical Specifications and as per direction of the Engineer.

a) Tack Coat Sq.m direct rates

b) Dense Bituminous Macadam Cum

c) Road Marking Sqm

ii Rumble Strips No.

SAFETY IN ROAD CONSTRUCTION ZONE

Octagonal 900x 900 mm No. Circular 600 dia No. Informatory as per drawing Sq.m

Unit = Running metreTaking output = 68 Nos.a) Labour

BILL NO 10

Supplying and fixing sign boards including the cost of posts, fixtures, foundation, fitting and fixing. Sheeting will be made of encapsulated lens type of Retro-reflective type and messages/ borders will be screen printed complete as per Technical Specification clause 801 and as directed by Engineer.

Cautionary warning signs (Triangular 900 sides) TypeIII

Providing of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene(LDPE) material with a square base of 390x390x35mm and a height of 770mm, 4Kg in weight, placed at 1.5m interval, all as per BS 873 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc complete Technical Specification section & IRC SP 55-2001.

Mate day 0.020

Mazdoor day 0.500

b) Material

Traffic cones with 150 mm reflective sleeve each 68.000

c) Machinery

Tractor-trolley hour 0.100

Cost for 68 Nos. = a+b+c+d+eRate per metre = (a+b+c+d+e)/68

10.03 No.

Unit = eachTaking output = one steel portable barricadea) Labour

Mate day 0.020

Mazdoor day 0.250

Painter day 0.500

Installation of a steel portable barricade with horizontal rail 300mm wide, 2.5m in length fitted on a frame made with 45X45X5 mm angle iron section, 1.5m in height, horizontal rail painted(2coat) with yellow and white strips, 150mm in width at angle of 45degree, A frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc complete.

Welder day 0.250

b) Material

Angle iron 45 x 45 x 5 mm kg 25.000

MS sheet 300 mm wide,2.5 m long and 2.6 mm thick kg 15.000

Paint litre 0.500

Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes

Rate per barricade = a+b+c+d

10.04 No.

Unit = eachTaking output = one drum delineatora) Labour

Mate day 0.020

Mazdoor day 0.250

Painter day 0.250

b) Material

Provision of metal drum/empty bitumen drum delineator, 300mm in diameter, 800mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100mm wide 2 coats fitted with reflectors 3 Nos of 7.5cm dia, all as per IRC:SP:55-2001 including cost of all materials, labour, loading, unloading, lead lift, transporting etc., complete

Steel drum 300 mm dia 1.2 m high/empty bitumen drum each 1.000

Paint litre 0.500

Rate per drum delineator = a+b+c+d

Providing plastic crash barrier as per drawing and per the directions of the Engineer(1000X490X780MM size)(LWH)

2396250 250

2,628.00 99.86 90 90.00

58.00 20.30 210.00

295 649

295 384

295 590

295 1623

2396 239.6

2467 56.741

65 28.6

46 230

950 95055 27.5

677 338.52100 28351200 1200

677 5077.52396 8889.16

60 2280286 4862

66 222.7521331

6500 117000

2396 299.5

2467 88.812

65 32.5

45 225

'file:///c:/d #VALUE!

#VALUE!

#VALUE!#VALUE!

say #VALUE!

200.00 4.00

150.00 37.50

350.00 175.00

350.00 87.50

37.00 925.00

45.00 675.00

66.00 33.00

put.$a$314 /1000

1969.00

200.00 4.00

150.00 37.50

350.00 87.50

450.00 450.00

65.00 32.50

611.50 say 612.00

Bill. No. 11. Implementation of Environmental Management Action Plan to be executed under Civil Works Contract

a lead charges up 5 km

b sqm layer thicknes 300mm (top removal soils) 0.3

11.03 km

11.04 construction of recharge pits at selectec water bodies nos

11.05 silt traps at discharge points of channel into to fresh m

A. Carting away the unserviceable materials from work site to the nearest disposal site (up to a lead of 5km) and disposing the same in disposal pits or borrow areas including depositing unserviceable materials in layers and manual compaction. Appendix:1

B. The 30 cm top layer of disposal pit shall be provided with good earth, suitable for development of vegetation/plantation. All work shall be carried out as per specifications and approval of the Engineer in Charge

Turfing at ground level at disposal pits for un-serviceable material as per specifications and approval of the Engineer in Charge.

Regular water sprinkling (at least 4 times) per day at all construction sites for suppression of visible dust levels.Note: This item is to be operated after the completion of earthwork to suppress the visible dust levels. Cost of watering during compaction of earthwork is deemed to be already covered under civil works.

11.07 nos

11.08 Sq.m

11.11 periodic air quality monitorings no

11.12 Cum

11.13 water monitoring once in a quarter for 2 years nos

11.14 noice quality monitoring nos

Providing informatory sign boards (informatory /caution messages) for road users for providing information about ecologically sensitive areas, wild life crossing points (if any), important tourist locations, etc as applicable. The specifications of sign boards shall conform to relevant IRC specifications. The locations for informatory sign boards are given in Appendix-4

Construction of 30cm thick clay lined (at bottom and sides) pits for safe disposal of scarified bitumen including carriage (up to a lead of 10km), depositing bitumen in layers of 15 cms with manual compaction and covering the pit with 20cm thick good earth as top layer at ground level all complete as per Typical Drawing as given in the Appenxix:5

Turfing at ground level at disposal pits for scarified bitumen as per specifications and approval of the Engineer in Charge.

Utilisation of unserviceable material obtained from Road way excavation for widening and construction of Cross roads.

Providing Oil Interceptors at the fuel/oil storage camps or Construction camps as per Typical Drawing in Appendix:8

11.17 providing personal protective equepments to loubercost/per/annum

11.18 provind two health ckeck upscost per person

Enhancement of Road Side Ponds including, gardening, Costruction of Parking lots, internal roads, as per Drawing No. U/T/18 Complete with all leads and lift and as directed by Engineer.

Bill. No. 11. Implementation of Environmental Management Action Plan to be executed under Civil Works Contract

7.05UNIT CUM

DIRECT a M25FORM WORK RATE sqm

PER CUM RATE7.07 a Precast - pretensioned Girders

Unit = 1 cumTaking output = 1 cumGrade of concrete - M40a) Material

Cement tonneCoarse sand cum20 mm Aggregate cum10 mm Aggregate cumAdmixture @ 0.4 per cent of cement Kg

b) Labour

Mate dayMazdoor (Skilled) dayMazdoor day

(v) Steam curing and manual curingMate dayMazdoor day

c) Machineryi) At casting yard

Generator 100 KVA hourBatching Plant @ 20 cum/hour hourTransit Mixer 4 cum capacity hourConcrete Pump stationary hour

ii) For transportation and placement at siteCrane 35 tonne capacity hourTrailer 30 tonne capacity for transporting to site. tonne.km

Providing and laying cement concrete / reinforced cement concrete for foundation and sub-structure excluding cost of reinforcement with all leads and lifts as per drawing and Technical Specification section 1500, 1700 2100, 2200 & 2300. and as directed by Engineer

Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications

(i) Cutting, bending, making reinforcement cage, placing in position, binding etc. complete

Taking quantity of steel 100 Kg/cum of concrete including laps and wastage

(iv) Concreting by Batching plant and stationary concrete pump

(L - Lead in Kilometer)Trailor 30 tonne capacity during placement. hour

d) Overhead charges @ on (a+b+c) e) Contractor's profit @ on (a+b+c+d)Rate per cum = (a+b+c+d+e)

FORM WORK RATE

7.09 1800

Unit = 1 MTTaking output = 0.377 MT

a) Materialtonne

b) Labouri) For making and fixing cables, anchorages

Mate dayBlacksmith dayMazdoor day

ii) For prestressing Mate/Supervisor dayPrestressing operator / Fitter dayMazdoor day

iii) For groutingMate/Supervisor dayMason dayMazdoor day

c) MachineryStressing jack with pump hourGrouting pump with agitator hourGenerator 33 KVA. hour

d) Overhead charges @ on (a+b+c) e) Contractor's profit @ on (a+b+c+d)

Cost of formwork, steam curing arrangement, pretensioning arrangement etc @ 5 per cent of cost material, labour and machinery

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

Details of cost for 12T13 strand 40 m long cable (weight = 0.377 MT)

H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and extra length for jacking

Sheathing duct ID 66 mm along with 5 per cent extra length 40 x 1.05 = 42 m.

Tube anchorage set complete with bearing plate, permanent wedges etc

Cement for grouting including 3 per cent wastage @ 3.00 kg/m = 3 x 1.03 x 40 = 123.60 kg (say, = 125 kg)

Add 0.50 per cent cost of material for Spacers, Insulation tape and miscellaneous items

Cost for 0.377 MT (a+b+c+d+e)Rate per MT = (a+b+c+d+e)/0.377

7.10.a 2000 & 2200

Unit: one cubic centimetre

Overall volume - 19200 cu.cm

Hence volume of elastometer = 14655 cu.cm.a) Labour

Mate dayMazdoor dayMazdoor (Skilled) day

b) Materialeach.

c) Overhead charges @ on (a+b) d) Contractor's profit @ on (a+b+c) cost for 19200cc of elastomeric bearing = a+b+c+dRate per cc of elastomeric bearing = (a+b+c+d)/19200

9.03 a Octagonal 900 x 900 mma) LabourMate dayMazdoor dayMazdoor (Skilled) dayb) Material

No.Packing & Transportation LSService tax + Vat

b Circular 600 mm dia.a) LabourMate dayMazdoor dayMazdoor (Skilled) day

Cost of HT steel has been taken for delivery at site. Hence carriage has not been considered.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Considering an elastomeric bearing of size 500 x 400 x 96 mm for this analysis.

Volume of 6 nos. 488 x 388 x 4 mm size reinforcing steel plates = 4545 cu.cm.

Elastomeric bearing assembly consisting of 7 layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, complete with all components as per drawing and Technical Specifications.

Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables.

b) MaterialNo.

Packing & Transportation LSService tax + Vat

c Informatory Signs, Facility Signs, Direction Signsa) LabourMate dayMazdoor dayMazdoor (Skilled) dayb) Material

d Cautionary Warning Signsa) LabourMate dayMazdoor dayMazdoor (Skilled) dayb) Material

e Chevronsa) LabourMate dayMazdoor dayMazdoor (Skilled) dayb) Material

f Object Markera) LabourMate dayMazdoor dayMazdoor (Skilled) dayb) Material

9.09 Suggestive Road Markers/Road Stud with Lense Reflector

Unit = NosTaking output = 50Nosa) Labour

Mate dayMazdoor day

b) MaterialAluminium studs 100 x 100 mm fitted with lense reflectors each

Add 10 per cent of cost of material for fixing and installationc) Overhead charges @ on (a+b) d) Contractor's profit @ on (a+b+c) Cost for 50 studs = a+b+c+dRate per studs = (a+b+c+d)/50

9.19 Overhead Gantry Signages

Excavation 3.15PCC 3.15M25 Colu. Pedestal 0.8M25 RCC Footing 3

1.10.30.3

Base Plate 25 mm thk. (700 x 700mm)MS Bolt 500 Long 32mm diaStiffeners 10 Thk. (200 mm Long)Grout 0.8MS Pipe 250 mm OD of length 6.5 mTruss for 5m X 1.5m2mm thk. Alu. Alloy sheet for TrussPainting for MS PipeReinforcement steel

2 242 251 161 141 141 142 14

Excavation 15.83PCC 1.58

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

RCC M 25 4.09Grout 0.03Base Plate 25 mm thk. (700 x 700mm) 1MS Bolt 500 Long 32mm dia 12Stiffeners 10 Thk. (200 mm Long) 4MS Pipe 250 mm OD of length 6.5 m 1Truss for 5m X 1.5m 12mm thk. Alu. Alloy sheet for Truss 1Painting for MS Pipe 1Reinforcement steel 430

2,535.00 3 250 750

3,285.00

0.47 3600.00 1692.00 0.00 0.45 535.00 240.75 0.00 0.54 401.00 216.54 0.00 0.36 401.00 144.36 0.00 1.88 34.00 63.92 0.00

0.06 200.00 12.00 0.00 0.35 175.00 61.25 0.00 1.40 150.00 210.00 0.00

0.03 200.00 6.00 0.00 0.05 175.00 8.75 0.00 0.60 150.00 90.00 0.00

0.01 200.00 2.00 0.00 0.35 175.00 61.25 0.00

0.05 562.00 28.10 d0.05 1450.00 72.50 11.00 0.10 660.00 66.00 0.00 0.05 173.00 8.65 16.00

0.15 0.00 0.00 20.00 2.5xL 0.00 0.00 Lead = km & a

0.15 0.00 4.00 149.20

0.00 0.00

3133.27 say 3133.00

7503883

0.39 38448.00 14802.48 0.00

42.00 0.00 0.00 0.00

2.00 0.00 0.00 0.00

0.125 3600.00 450.00 0.00

762.62

0.16 200.00 32.00 0.00 1.00 250.00 250.00 F3.00 150.00 450.00 0.00

0.05 200.00 10.00 0.00 0.25 0.00 0.00 0.00 1.00 150.00 150.00 0.00

0.05 200.00 10.00 0.00 0.25 300.00 75.00 0.00 1.00 150.00 150.00 0.00

2.50 #N/A #N/A 2.00 1.00 0.00 0.00 0.00 3.50 562.00 1967.00 b

#N/A#N/A

say #N/A

0.06 200.00 12.00 0.00 1.00 150.00 150.00 0.00 0.50 175.00 87.50 0.00

1.00 0.90 0.90 0.00

0.00 0.00

250.41 0.01

say 0.00

0.05 200 101 150 1501 175 175

1 3000 3000500375

42104210

0.05 200 101 150 1501 175 175

1 1550 1550500

193.752578.75

0.05 200 102 150 3001 175 175

1 3800 3800500475

52605260

0.05 200 101 150 1501 175 175

1 1950 1950500

243.753028.75

0.05 200 101 150 1501 175 175

1 1250 1250500

156.252241.25

0.05 200 101 150 1501 175 175

1 600 600500

75 22221510

0.040 200.00 8.00 0.00 1.000 150.00 150.00 0.00

50.000 225.00 11250.00 0.00 1125.00

0.00 0.00

12533.00 250.66

say 251.00

3.35 1.5 15.828753.35 0.15 1.582875

0.8 2.15 1.3763.2 0.15 1.441.1 0.3 0.363

0.42 3.2 0.20161.48 3.2 0.7104

40.8 0.05 0.032

3.15 151.2 0.88 133.0562.95 147.5 0.88 129.8

3 48 2.5 1202.7 37.8 0.4 15.12

2 28 0.4 11.22 28 0.4 11.2

0.75 21 0.4 8.4428.776

cu.m. 82 1298.06cu.m. 2646 4180.68

cu.m. 3285 13435.65cu.m. 3500 105No. 0No. 0No. 0No. 0No. 0No. 0No. 0Kg. 46 19780

38799.39

Wep4 Rate Analysis 26-5-2010 AW

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